**县泗桥乡泗桥等 4 个村 2020 年高标准农田建(略)
发布时间: (略)
信息提供单位: (略)
**县泗桥乡泗桥等 4 个村 2020 年高标准农田建设项目施工交易公告
1.条件
**县泗桥乡泗桥等 4 个村 2020 年高标准农田建设项目 已由 **省**市农业农村局以宁农函【2020】131号文批准建设,建设资金来源 上级拨款 ,主管部门为 **县农业农村局,项目业主单位为 (略)。本项目已具备采购发包条件,现依据《**县发展和改革局 **县行政服务中心管理委员会关于先行开展政府投**光平台相关工作的通知》(周发改[2020]82号)文件规定,有意向投标人可报名投标。
2.项目概况
2.1?建设地点:**县泗桥乡泗桥村、常洋村、杨厝边村、硋窑村。
2.2?控制价(略)元,下浮率6%,最终发包价格(略) 元。
2.3?类别及内容:
(1)工程类别:(略)
(2)项目所属行业部门:/
(3)项目范围和内容:**(略)4 个村 2020 年高标准农田建设项目,具体以招标人提供的工程量清单为准,施工(略)。
2.4?工期要求:(略)
2.5 质量要求:达到国家《工程施工质量验收规范》及其它相关验收规范合格标准。
2.6?其他要求:工期每延误壹天支付违约金人民币 5000 元。
3.投标人资格要求
3.1投标人应具有独立企业法人资格。
3.2 资质类别:具备有效的不低于 叄 级水利水电工程施工总承包资质和《施工企业安全生产许可证》。
3.3 其它要求:投标人拟担任本招标项目的项目负责人须具备有效的不低于二级水利水电工程类专业注册建造师执业资格,并具备有效的安全生产考核合格证书(B证)。
4.报名时间及方式
4.1?报名时间:公告发布之时起至开标截止时间前(3个工作日),逾期(略)。
4.2?(略):现场报名(投标人在本公告网页中自行下载《采购发包文件》,并按本公告4.3、4.4条款要求提交投标文件)。
4.3?投标文件递交地点:(略)
4.4 投标文件递交截止时间:(略)
(投标文件递交截(略),需携带授权委托书)。
4.5逾期送达的或未送达指定地点的投标文件,招标人不予受理。
5.中标人选取办法
5.1?开标时间: (略)
5.2?开标地点:(略)
5.3?开标方式:经评审小组审定合格的投标人,依据(略)发包暂行规定》(宁发改法规[2020]14号)文件规定的评审办法,确定中标人。
6、对投标保证金要求:
6.1投标保证金提交的时间:(略)1时00分止 ;
6.2投标保证金提交的金额: (略)
6.3投标保证金提交的方式: (略)
6.4保证金收款(略)
银行账户 |
开户名称:(略) |
开户银行:(略) |
银行账号:(略) |
特别提示 |
1、请投标人务必认真核对账户信息,将保证金款项汇入对应账户,并自行承担因款项汇错而产生的一切后果。 2、请投标人在转账或电汇的凭证上务必按照以下格式注明,以便核对:“项目名称(可简写)***)的投标保证金”。 |
7、联系方式
项目业主: (略)
地址:(略)
电话:(略)
联系人:(略)
(略)
(略)
附件:
招标文件-**(略) 4 个村 2020 年高标准农田建设项目.doc 招标文件-**县泗桥乡泗桥等 4 个村 2020 年高标准农田建设项目.doc 审核**县泗桥乡高标.zip 审核**县泗桥乡高标.zip 03图纸.zip 03图纸.zip **县泗桥乡泗桥等 4 个村 2020 年高标准农田建设项目 采购发包文件 招 标 人:(略)(盖单位公章) 2020年 12月22日 一、采购发包邀请 1.条件 **县泗桥乡泗桥等 4 个村 2020 年高标准农田建设项目 已由 **省**市农业农村局以宁农函【2020】131号文批准建设,建设资金来源 上级拨款 ,主管部门为 **县农业农村局,项目业主单位为 (略)。本项目已具备采购发包条件,现依据《**县发展和改革局 **县行政服务中心管理委员会关于先行开展政府投**光平台相关工作的通知》(周发改[2020]82号)文件规定,有意向投标人可报名投标。 2.项目概况 2.1 建设地点:**县泗桥乡泗桥村、常洋村、杨厝边村、硋窑村。 2.2 控制价1472896元,下浮率6%,最终发包价格1384522 元。 2.3 类别及内容: (1)工程类别:(略) (2)项目所属行业部门:/ (3)项目范围和内容:**县泗桥乡泗桥等 4 个村 2020 年高标准农田建设项目,具体以招标人提供的工程量清单为准,施工图纸为参考。 2.4 工期要求:(略) 2.5 质量要求:达到国家《工程施工质量验收规范》及其它相关验收规范合格标准。 2.6 其他要求:工期每延误壹天支付违约金人民币 5000 元。 3.投标人资格要求 3.1投标人应具有独立企业法人资格。 3.2 资质类别:具备有效的不低于 叄 级水利水电工程施工总承包资质和《施工企业安全生产许可证》。 3.3 其它要求:投标人拟担任本招标项目的项目负责人须具备有效的不低于二级水利水电工程类专业注册建造师执业资格,并具备有效的安全生产考核合格证书(B证)。 4.报名时间及方式 4.1 报名时间:公告发布之时起至开标截止时间前(3个工作日),逾期不能报名。 4.2 报名方式:现场报名(投标人在本公告网页中自行下载《采购发包文件》,并按本公告4.3、4.4条款要求提交投标文件)。 4.3 投标文件递交地点:(略) 4.4 投标文件递交截止时间:(略) (投标文件递交截止时间前60分钟开始递交,需携带授权委托书)。 4.5逾期送达的或未送达指定地点的投标文件,招标人不予受理。 5.中标人选取办法 5.1 开标时间: (略) 5.2 开标地点:(略) 5.3 开标方式:经评审小组审定合格的投标人,依据《**市市级政府投资小规模建设工程阳光平台采购发包暂行规定》(宁发改法规[2020]14号)文件规定的评审办法,确定中标人。 6、对投标保证金要求: 6.1投标保证金提交的时间:2020年12月30日11时00分止 ; 6.2投标保证金提交的金额: 人民币 贰万元整(?20000元); 6.3投标保证金提交的方式: (略) 6.4保证金收款账户信息 银行账户 开户名称:(略) 开户银行:(略) 银行账号:9060916010010991100145 特别提示 1、请投标人务必认真核对账户信息,将保证金款项汇入对应账户,并自行承担因款项汇错而产生的一切后果。 2、请投标人在转账或电汇的凭证上务必按照以下格式注明,以便核对:“项目名称(可简写)***)的投标保证金”。 7、联系方式 项目业主: (略) 地址:(略) 电话:(略) 联系人:(略) 二、投标须知 1、项目概况 详采购发包公告 2、投标文件的组成 2.1投标文件主要包括下列内容: 2.1.1投标函; 2.1.2营业执照副本复印件 2.1.3资质证书副本复印件(如有) 2.1.4法定代表人资格证明书 2.1.5其它采购人认为应提交的材料 3、投标文件提交的截止时间 投标材料递交截止时间:开标时间: (略) ,投标人递交密封好的投标文件到 (略) 。 4、迟交的投标文件 4.1 招标人在规定的投标截止时间以后收到的投标文件,将被拒绝。 5、开标 5.1开标由招标人主持; 5.2投标人可到现场参加开标全过程; 6、评标办法 由采购人三人以上单数组成评审小组对投标材料进行审查。资格审查符合条件的投标企业在2家及以上的,采取双随机抽取方式确定;资格审查符合条件的投标企业只有1家的,则直接确定其为中标单位;没有响应采购公告投标企业,以及经资格审查没有符合条件投标企业的,由采购人调整下浮值后,再按程序组织采购发包; 7、评标标准: 7.1.投标文件有下列情形之一的,视为未能对招标文件做出实质性响应,应否决其投标,不得进入下一步评审: 7.1.1未完整提供招标文件第4章 “投标文件格式”所规定的全部投标文件以及未按规定盖章; 7.1.2不符合招标文件规定的其他要求。 8.合同签订 8.1中标人应在中标通知书发出后三日内,与业主签订合同。中标人应根据项目采购标的,按有关文件要求配备相关人员。 8.2 中标人如未按时与招标人订立合同,则招标人有权取消其中标资格。 三、合同范本 第1节合同协议书 合同协议书 发包人(全称): 承包人(全称): 根据《中华人民**国合同法》、《中华人民**国建筑法》及有关法律规定,遵循平等、自愿、公**诚实信用的原则,双方就 工程施工及有关事项协商一致,共同达成如下协议: 一、工程概况 1.工程名称: 2.工程地点: 3.工程立项批准文号: 4.资金来源: 5.工程内容: 群体工程应附《承包人承揽工程项目一览表》(附件1)。 6.工程承包范围: 二、合同工期 计划开工日期: 年 月 日。 计划竣工日期: 年 月 日。 工期总日历天数: 天。工期总日历天数与根据前述计划开竣工日期计算的工期天数不一致的,以工期总日历天数为准。 三、质量标准 工程质量符合 标准。 四、签约合同价与合同价格形式 1.签约合同价为:. 人民币(大写) (¥ 元); 其中: (1)安全文明施工费: 民币(大写) (¥ 元); (2)甲供材料费金额: 人民币(大写) 民币(大写) (¥ 元); (3)专业工程暂估价金额: 民币(大写) (¥ 元); (4) 暂列金额: . 民币(大写) (¥ 元); 2.合同价格形式: 五、项目负责人 承包人项目负责人: 。 六、合同文件构成 本协议书与下列文件一-起构成合同文件: (1)中标通知书(如果有) ; (2)投标函及其附录(如果有) ; (3)专用合同条款及其附件; (4)通用合同条款; (5)技术标准和要求; (6)图纸; (7)已标价工程量清单或预算书; (8)其他合同文件。 在合同订立及履行过程中形成的与合同有关的文件均构成合同文件组成部分。 上述各项合同文件包括合同当事人就该项合同文件所作出的补充和修改,属于同一 类内容的文件,应以最新签署的为准。专用合同条款及其附件须经合同当事人签字或盖 七、承诺 1.发包人承诺按照法律规定履行项目审批手续、筹集工程建设资金并按照合同约定 的期限和方式支付合同价款。 2.承包人承诺按照法律规定及合同约定组织完成工程施工,确保工程质量和安全, 不进行转包及违法分包,并在缺陷责任期及保修期内承担相应的工程维修责任。 3.发包人和承包人通过招投标形式签订合同的,双方理解并承诺不再就同一工程另 行签订与合同实质性内容相背离的协议。 八、词语含义 本协议书中词语含义与第二部分通用合同条款中赋予的含义相同。 九、签订时间 本合同于 年 月 日签订。 十、签订地点 本合同在 签订。 十一、补充协议 合同未尽事宜,合同当事人另行签订补充协议,补充协议是合同的组成部分。 十二、合同生效 本合同自 生效。 十三、合同份数 本合同一式 份,均具有同等法律效力,发包人执 份, 承包人执 份。 发包人:(公章) 承包人: (公章) 法定代表人或其委托代理人:(签字) 法定代表人或其委托代理人:(签字)组织机构代码: 组织机构代码: 地址: 地址: 邮政编码: 邮政编码: 法定代表人: 法定代表人: 委托代理人: 委托代理人: 电话: 电话: 传真: 传真: 电子信箱: 电子信箱: 开户银行: 开户银行: 账 号: 账 号: 第 2 节 通用合同条款 “通用合同条款”内容见《通用本》 第 3 节 专用合同条款 专用合同条款 1. 一般约定 1.1 词语定义 1.1.1 合同 1.1.1.10 其他合同文件包括:项目的招标文件、预算价文件、中标通知书、补充通 知(修改答疑)、投标文件 。 1.1.2 合同当事人及其他相关方 1.1.2.4 监理人: 名称: ; 资质类别和级: ; 联系话: ; 电子箱: ; 通信址: 。 1.1.2.5 设计人: 名称: ; 资质类别和级: ; 联系话: ; 电子箱: ; 通信址: 。 1.1.3 工程和设备 1.1.3.7 作为施工现场组成部分的其他场所包括:按通用合同条款执行 。 1.1.3.9 永久占地包括:按通用合同条款执行 。 1.1.3.10 临时占地包括:按通用合同条款执行 。 1.3 法律 适用于合同的其他规范性文件:按通用合同条款执行 。 1.4 标准和规范 1.4.1 适用于工程的标准规范包括:按通用合同条款执行 。 1.4.2 发包人提供国外标准、规范的名称: / ; 发包人提供国外标准、规范的份数: / ; 发包人提供国外标准、规范的名称: / ; 1.4.3 发包人对工程的技术标准和功能要求的特殊要求: / 。 1.5 合同文件的优先顺序 合同文件组成及优先顺序为:按通用合同条款执行 。 1.6 图纸和承包人文件 1.6.1 图纸的提供 发包人向承包人提供图纸的期限:中标通知书发出后 15 天内 ; 发包人向承包人提供图纸的数量: 5 套 ; 发包人向承包人提供图纸的内容: 本工程设计成套图纸 。 1.6.4 承包人文件 需要由承包人提供的文件,包括:本工程施工安全监督备案、农民工意外伤害保 险、农民工工资保障金等相关资料 ; 承包人提供的文件的期限为:签订合同后 14 日内,上述相关完整资料每拖延一天罚 1000 元 ; 承包人提供的文件的数量为: 5 套 ; 承包人提供的文件的形式为: 书面形式 ; 发包人审批承包人文件的期限: 接收后 7 日内 。 1.6.5 现场图纸准备 关于现场图纸准备的约定: 按通用合同条款执行。 1.7 联络 1.7.1 发包人和承包人应当在 5 天内将与合同有关的通知、批准、证明、证书、指 示、指令、要求、请求、同意、意见、确定和决定等书面函件送达对方当事人。 1.7.2 发包人接收文件的地点: ; 发包人指定的接收人为: 。 承包人接收文件的地点: ; 承包人指定的接收人为: 。 监理人接收文件的地点: ; 监理人指定的接收人为: 。 1.10 交通运输 关于出入现场的权利的约定:按通用合同条款执行 。 1.10.3 场内交通 关于场外交通和场内交通的边界的约定:以工程红线图为准 。 关于发包人向承包人免费提供满足工程施工需要的场内道路和交通设施的约定:无 。 1.10.4 超大件和超重件的运输 运输超大件或超重件所需的道路和桥梁临时加固改造费用和其他有关费用由 承包人 承担。 1.11 知识产权 1.11.1 关于发包人提供给承包人的图纸、发包人为实施工程自行编制或委托编制的技术规范以及反映发包人关于合同要求或其他类似性质的文件的著作权的归属:按通用合同条款执行 。 关于发包人提供的上述文件的使用限制的要求:按通用合同条款执行 。 1.11.2 关于承包人为实施工程所编制文件的著作权的归属:按通用合同条款执行 。 关于承包人提供的上述文件的使用限制的要求:按通用合同条款执行 。 1.11.4 承包人在施工过程中所采用的专利、专有技术、技术秘密的使用费的承担方式: 按通用合同条款执行 。 1.13 工程量清单错误的修正 出现工程量清单错误时,是否调整合同价格:按通用合同条款执行 。 允许调整合同价格的工程量偏差范围: 对于有偏差的按实计量 。 2. 发包人 2.2 发包人代表 发包人代表: 姓 名: ; 身份证号: ; 职 务: ; 联系电话: ; 电子信箱: ; 通信地址: 。 发包人对发包人代表的授权范围如下: 。 2.4 施工现场、施工条件和基础资料的提供 2.4.1 提供施工现场 关于发包人移交施工现场的期限要求: 按通用合同条款执行 。 2.4.2 提供施工条件 关于发包人应负责提供施工所需要的条件,包括:将施工用水、电力等施工所必需的条件接至施工现场内,使用费由承包人承担,承包人自行协调解决 。 2.5 资金来源证明及支付担保 发包人提供资金来源证明的期限要求:按通用合同条款执行。 发包人是否提供支付担保: 。 发包人提供支付担保的形式: 。 承包人 承包人的一般义务 (9)承包人提交的竣工资料的内容:竣工图,相应的施工变更签证和隐蔽工程验收签证,以及材料“三证”、机电设备“三证”和说明书等所有资料,上述文件的原始资料必须齐全,符合工程技术档案要求,并按规范装订成册 。 承包人需要提交的竣工资料套数:工图一式捌份,其余资料一式陆套 。 承包人提交的竣工资料的费用承担:由承包人承担。 承包人提交的竣工资料移交时间: 竣工后 28 日内 。 承包人提交的竣工资料形式要求: 书面形式 。 (10)承包人应履行的其他义务:承包人应向发包人和监理工程师在施工现场提供不少于 40M2 的办公和生活的房屋、设施及办公用品,此费用已包含在中标人的投标报价中,发包人不另行支付 。 3.2 项目经理 3.2.1 项目经理: 姓 名: ; 身份证号: ; 建造师执业资格等级: ; 建造师注册证书号: ; 建造师执业印章号: ; 安全生产考核合格证书号: ; 联系电话: ; 电子信箱: ; 通信地址: ; 承 包 人 对 项 目 经 理 的 授 权 范 围 如下: 。 关于项目经理每月在施工现场的时间要求: 。 承包人未提交劳动合同,以及没有为项目经理缴纳社会保险证明的违约责任:发包人有权要求更换项目负责人,由此引起的损失由承包人负责;同时并不免于对承包人更换项目负责人进行的处罚。 项目经理未经批准,擅自离开施工现场的违约责任:按每人每天次 500 元标准处罚承包人,缺岗致使连续两个周每周被处罚款达到 5000 元的或一周内金额超过人民币 3000元以上的,发包人有权单方面取消承包人的承包资格,终止合同,由此产生的责任和损失均由承包人负责,发包人有权向承包人索赔或不予退还其履约担保。 3.2.3 承包人擅自更换项目负责人的违约责任:更换项目负责人每人次 10 万元人民币,并通报建设行政主管部门。 3.2.4 承包人无正当理由拒绝更换项目负责人的违约责任:发包人下达更换项目负责人指令后 3 日内,如新任项目经理未向发包人报到并上班,按延迟一天 1000 元处罚。 3.2.5 承包人人员 按每人每天次 500 元标准处罚承包人,缺岗致使连续两个周每周被处罚款达到 5000元的或一周内金额超过人民币 3000 元以上的,发包人有权单方面取消承包人的承包资格,终止合同,由此产生的责任和损失均由承包人负责,发包人有权向承包人索赔或不予退还其履约担保。 3.2.6 承包人擅自更换项目负责人的违约责任:更换项目负责人每人次 10 万元人民币,并通报建设行政主管部门。 3.3.7 承包人无正当理由拒绝更换项目负责人的违约责任:发包人下达更换项目负责人指令后 3 日内,如新任项目经理未向发包人报到并上班,按延迟一天 1000 元处罚。 3.3 承包人人员 3.3.1 承包人提交项目管理机构及施工现场管理人员安排报告的期限:发出中标通知书后 10 日内。 3.3.3 承包人无正当理由拒绝撤换主要施工管理人员的违约责任:发包人下达更换主要施工管理人员指令后 3 日内,如新任主要施工管理人员未向给发包人报到并上班,按延迟一天 1000 元处罚。 3.3.4 承包人主要施工管理人员离开施工现场的批准要求:经监理人或发包人同意。 3.3.5 承包人擅自更换主要施工管理人员的违约责任:更换项目技术负责人每人次人民币 10 万元人民币;更换其他人员每人次 3 万元人民币,并通报建设行政主管部门。 承包人主要施工管理人员擅自离开施工现场的违约责任:其他人员缺岗按每人每天300 元标准处罚承包人。 3.5 分包 3.5.1 分包的一般约定 禁止分包的工程包括:承包人不得将其承包的全部工程转包给第三人,或将其承包 的全部工程肢解后以分包的名义转包给第三人。承包人不得将工程主体结构、关键性工 作及专用合同条款中禁止分包的专业工程分包给第三人,主体结构、关键性工作的范围 由合同当事人按照法律规定在专用合同条款中予以明确。 承包人不得以劳务分包的名义转包或违法分包工程。 3.5.2 分包的确定 允许分包的专业工程包括: /。 其他关于分包的约定: /。 3.5.4 分包合同价款 关于分包合同价款支付的约定: /。 3.6 工程照管与成品、半成品保护 承包人负责照管工程及工程相关的材料、工程设备的起始时间:按通用合同条款执行。 3.7 履约担保 承包人是否提供履约担保: 是 。 承包人提供履约担保的形式、金额及期限的:在中标通知书发出后 5 日内并在签订合同前,承包人以转帐或银行保函的方式提交履约担保,金额为合同价格的 10%。履约担保有效期至竣工验收合格后 28 天。履约担保将在本工程竣工验收合格后 28 天内予以退还。 4. 监理人 4.1 监理人的一般规定 关于监理人的监理内容: 。 关于监理人的监理权限: 。 关于监理人在施工现场的办公场所、生活场所的提供和费用承担的约定: 。 4.2 监理人员 总监理工程师: 姓 名: ; 职 务: ; 监理工程师执业资格证书号: ; 联系电话: ; 电子信箱: ; 通信地址: ; 关于监理人的其他约定: 。 4.4 商定或确定 在发包人和承包人不能通过协商达成一致意见时,发包人授权监理人对以下事项进行确定: (1) ; (2) ; (3) 。 5. 工程质量 5.1 质量要求 5.1.1 特殊质量标准和要求: /。 关于工程奖项的约定: /。 5.3 隐蔽工程检查 5.3.2 承包人提前通知监理人隐蔽工程检查的期限的约定: 8 小时前通知监理人及 发包人。 监理人不能按时进行检查时,应提前 8 小时提交书面延期要求。 关于延期最长不得超过: 12 小时。 6. 安全文明施工与环境保护 6.1 安全文明施工 6.1.1 项目安全生产的达标目标及相应事项的约定:按通用合同条款执行。 6.1.4 关于治安保卫的特别约定: 按通用合同条款执行 。 关于编制施工场地治安管理计划的约定: 按通用合同条款执行 。 6.1.5 文明施工 合同当事人对文明施工的要求:承包人应按合同约定,加强对噪声、粉尘、废气、 废水和废油的控制,努力降低噪声,控制粉尘和废气浓度,做好废水和废油的治理和排放。 6.1.6 关于安全文明施工费支付比例和支付期限的约定:与预付款、进度款同期支付。 7.1 施工组织设计 7.1.1 合同当事人约定的施工组织设计应包括的其他内容: 本工程总体施工组织设 计,在实施过程中按照有关技术规范及监理单位要求编制有关专项施工方案、技术交底、安全交底等工程技术资料。 7.1.2 施工组织设计的提交和修改 承包人提交详细施工组织设计的期限的约定:工程总体施组织设计在中标通知书发出后7 天内完成,其他具体施工方案按照实际进度于该分部分项工程实施前编制完成。 发包人和监理人在收到详细的施工组织设计后确认或提出修改意见的期限: 到承包 人递交的报告后 7 日内。 7.2 施工进度计划 7.2.2 施工进度计划的修订 发包人和监理人在收到修订的施工进度计划后确认或提出修改意见的期限:实际进 度和合同进度计划不符的情况发生后的 14 日内。 7.3 开工 7.3.1 开工准备 关于承包人提交工程开工报审表的期限: 签订合同后 5 日内 。 关于发包人应完成的其他开工准备工作及期限:签订合同后 5 日内 。 关于承包人应完成的其他开工准备工作及期限: / 。 7.3.2 开工通知 因发包人原因造成监理人未能在计划开工日期之日起 / 天内发出开工通知的,承包 人有权提出价格调整要求,或者解除合同。 7.4 测量放线 7.4.1 发包人通过监理人向承包人提供测量基准点、基准线和水准点及其书面资料的期限: 合同签订后 7 日内 。 7.5 工期延误 7.5.1 因发包人原因导致工期延误 (7)因发包人原因导致工期延误的其他情形: / 。 7.5.2 因承包人原因导致工期延误 因承包人原因造成工期延误,逾期竣工违约金的计算方法为: 每延误壹天支付违约金人民币 5000 元,由发包人直接从承包人的工程款中抵扣或从承包人的履约担保金中取。 因承包人原因造成工期延误,逾期竣工违约金的上限: 合同价格的 10% 。 7.6 不利物质条件 不利物质条件的其他情形和有关约定: / 。 7.7 异常恶劣的气候条件 发包人和承包人同意以下情形视为异常恶劣的气候条件:同不可抗力的范围,按专用条款第 17.1 条执行 7.9 提前竣工的奖励 7.9.2 提前竣工的奖励: / 。 8. 材料与设备 8.4 材料与工程设备的保管与使用 8.4.1发包人供应的材料设备的保管费用的承担:/ 8.6 样品 8.6.1 样品的报送与封存 需要承包人报送样品的材料或工程设备,样品的种类、名称、规格、数量要求: 按双方规定执行。 8.8 施工设备和临时设施 8.8.1 承包人提供的施工设备和临时设施 关于修建临时设施费用承担的约定: 承包人修建的临时设施应满足本项目施工需要且符合相关规定,其费用已包含在合同价格中。 9. 试验与检验 9.1 试验设备与试验人员 9.1.2 试验设备 施工现场需要配置的试验场所: 按有关规定执行 。 施工现场需要配备的试验设备: 按有关规定执行 。 施工现场需要具备的其他试验条件: 按有关规定执行 。 9.4 现场工艺试验 现场工艺试验的有关约定:按有关规定执行 。 10. 变更 10.1 变更的范围 关于变更的范围的约定:按通用合同条款执行 。 10.4 变更估价 10.4.1 变更估价原则 关于变更估价的约定: 按通用合同条款执行 。 10.5 承包人的合理化建议 监理人审查承包人合理化建议的期限:按通用合同条款执行 。 发包人审批承包人合理化建议的期限: 按通用合同条款执行 。 承包人提出的合理化建议降低了合同价格或者提高了工程经济效益的奖励的方法和金额为: / 。 10.7 暂估价 暂估价材料和工程设备的明细详见附件 11:《暂估价一览表》。 10.7.1 依法必须招标的暂估价项目 对于依法必须招标的暂估价项目的确认和批准采取第 种方式确定。 10.7.2 不属于依法必须招标的暂估价项目 对于不属于依法必须招标的暂估价项目的确认和批准采取第 种方式确定。 第 3 种方式:承包人直接实施的暂估价项目 承包人直接实施的暂估价项目的约定: 。 10.8 暂列金额 合同当事人关于暂列金额使用的约定:该费用为招标人为招标项目可能发生的工程量变更而预留的费用,与投标人无关,为招标人所有,该费用由招标人根据工程需要支配使用。 11. 价格调整 11.1 市场价格波动引起的调整 市场价格波动是否调整合同价格的约定: 是 。 因市场价格波动调整合同价格,采用以下第 3 种方式对合同价格进行调整: 第 1 种方式:采用价格指数进行价格调整。 关于各可调因子、定值和变值权重,以及基本价格指数及其来源的约定: / ; 第 2 种方式:采用造价信息进行价格调整。 (2)关于基准价格的约定: / 。 专用合同条款①承包人在已标价工程量清单或预算书中载明的材料单价低于基准价格的:专用合同条款合同履行期间材料单价涨幅以基准价格为基础超过 / %时,或材料单价跌幅以已标价工程量清单或预算书中载明材料单价为基础超过 / %时,其超过部分据实调整。 ②承包人在已标价工程量清单或预算书中载明的材料单价高于基准价格的:专用合同条款合同履行期间材料单价跌幅以基准价格为基础超过 / %时,材料单价涨幅以已标价工程量清单或预算书中载明材料单价为基础超过 / %时,其超过部分据实调整。 ③承包人在已标价工程量清单或预算书中载明的材料单价等于基准单价的:专用合同条款合同履行期间材料单价涨跌幅以基准单价为基础超过± / %时,其超过部分据实调整。 第 3 种方式:其他价格调整方式:由双方协商或按相关规定执行。 12. 合同价格、计量与支付 12.1 合同价格形式 1、单价合同。 综合单价包含的风险范围: 括①工程施工期间的市场价格变化和技术性调整;②因天气、地形、地质等自然条件的变化,采取的临时措施带来的风险;但不包括下列事项:①设计变更、现场签证;②不可抗力; ③主要建材(按招标文件第 7 章 第 5 节约定)的市场价格涨跌幅超过约定幅度; ④招标文件约定的其他内容。 风险费用的计算方法: 详见工程预算报告书 。 风险范围以外合同价格的调整方法: / 。 12.3 计量 12.3.1 计量原则 工程量计算规则: 按通用合同条款执行。 12.3.2 计量周期 关于计量周期的约定: 单价子目按月计量(即按清单计量),承包人应于每月 25 日向监理人递交当月完成的工程量和进度报表。 12.3.3 单价合同的计量 关于单价合同计量的约定: 按通用合同条款执行。 12.4 工程进度款支付 12.4.1 付款周期 关于付款周期的约定: 与计量周期保持一致 。 12.4.2 进度付款申请单的编制 关于进度付款申请单编制的约定: 按通用合同条款执行 。 12.4.3 进度付款申请单的提交 (1)单价合同进度付款申请单提交的约定: 按通用合同条款执行 。 12.4.4 进度款审核和支付 (根据确定的工程计量结果,承包人向监理人提出支付工程进度款申请,监理人在收到承包人进度付款申请单以及相应的支持性证明文件后的 5 天内完成核查,提出发包人到期应支付给承包人的金额以及相应的支持性材料,经发包人审查同意后,由监理人向承包人出具经发包人签认的进度付款证书,发包人应向承包人支付工程进度款,承包人应提供同等金额的正式发票。监理人有权扣回承包人未能按照合同要求履行任何工作或义务的相应金额。 工程支付进度款的比例为: ①工程完成50%并经监理人核查后15天内,发包人支付工程进度款的40%。 ②工程竣工并经有关部门进行验收符合现行《工程施工质量验收规范》标准后的 15 天内,发包人支付至累计工程进度款的 80%; ③工程完成结算,并经有关部门审核批准后(如需审计部门介入时则以审计报告为准)14 天内,发包人支付至审核价的 97%(处罚款除外),剩余 3%作为工程质量保证金。 发包人逾期支付进度款的违约金的计算方式:发包人超过约定的支付时间不支付工程进度款,承包人应及时向发包人发出要求付款的通知,发包人收到承包人通知后仍不能按要求付款,可与承包人协商签订延期付款协议,经承包人同意后可延期支付。 12.4.6 支付分解表的编制 3、单价合同的总价项目支付分解表的编制与审批:按通用合同条款执行。 13. 验收和工程试车 13.1 分部分项工程验收 13.1.2 监理人不能按时进行验收时,应提前 24 小时提交书面延期要求。 关于延期最长不得超过: 48 小时。 13.2 竣工验收 13.2.2 竣工验收程序 关于竣工验收程序的约定:按通用合同条款执行 。 发包人不按照本项约定组织竣工验收、颁发工程接收证书的违约金的计算方法: / 。 13.2.5 移交、接收全部与部分工程 承包人向发包人移交工程的期限:按通用合同条款执行 。 发包人未按本合同约定接收全部或部分工程的,违约金的计算方法为: / 。 承包人未按时移交工程的,违约金的计算方法为:每延误一天按 5000 元人民币罚款。 13.3 工程试车 13.3.1 试车程序 工程试车内容: 按通用合同条款执行。 (1)单机无负荷试车费用由 承包人 承担; (2)无负荷联动试车费用由 承包人 承担。 13.3.3 投料试车 关于投料试车相关事项的约定: 按通用合同条款执行 。 13.6 竣工退场 13.6.1 竣工退场 承包人完成竣工退场的期限: 竣工后 10 日内 。 14. 竣工结算 14.1 竣工结算申请 承包人提交竣工结算申请单的期限: 竣工结算办理并备案完毕后 14 天内。 竣工结算申请单应包括的内容:竣工结算价款经发、承包双方签字确认后,由承包人向监理人提交竣工付款申请单一式伍份 。 14.2 竣工结算审核 发包人审批竣工付款申请单的期限: 发包人于 45 天内完成内部工程结算审核,发包人内部审核完成后 7 天内委托项目所在地的审计部门进行工程结算审计,审计时间按政府的财政或审计部门的相关规定,发包人和承包人均有义务协助审计部门尽快完成本工程结算审计工作。 发包人完成竣工付款的期限: 待相关部门审计后 15 日内 。 关于竣工付款证书异议部分复核的方式和程序: / 。 14.4 最终结清 14.4.1 最终结清申请单 承包人提交最终结清申请单的份数:由承包人向监理人提交最终结清申请单一式伍份。 承包人提交最终结算申请单的期限:监理人签发缺陷责任期终止证书后 28 天内 。 14.4.2 最终结清证书和支付 (1)发包人完成最终结清申请单的审批并颁发最终结清证书的期限:按通用合同条款执行。 (2)发包人完成支付的期限:按通用合同条款执行。 15. 缺陷责任期与保修 15.2 缺陷责任期 缺陷责任期的具体期限:竣工验收合格后 2 年。 15.3 质量保证金 关于是否扣留质量保证金的约定:属于保修范围和内容的项目,承包人应在接到 修理通知之日后 7 天内派人修理。承包人不在约定期限内,派人修理,发包人可委托其 他人员修理,保修费用从质保金内扣除 。 15.3.1 承包人提供质量保证金的方式 质量保证金采用以下第 (2)种方式: (1)质量保证金保函,保证金额为: / ; (2) 3 %的工程款; (3)其他方式: / 。 15.3.2 质量保证金的扣留 质量保证金的扣留采取以下第 (2)或(3) 种方式: (1)在支付工程进度款时逐次扣留,在此情形下,质量保证金的计算基数不包括预付款的支付、扣回以及价格调整的金额; (2)工程竣工结算时一次性扣留质量保证金; (3)其他扣留方式: 工程竣工结算审核后承包人开具质量保证金银行保函。 关于质量保证金的补充约定: /。 15.4 保修 15.4.1 保修责任 工程保修期为: 按国家有关规定。 15.4.3 修复通知 承包人收到保修通知并到达工程现场的合理时间:①.发生须紧急抢修事故,承包人接到事故通知后,应立即到达事故现场抢修。非承包人施工质量引起的事故,抢修费用由发包人承担。②.在国家规定的工程合理使用期限内,承包人确保承建工程的质量。因承包人原因致使工程在合理使用期限内造成人身和财产损害的,承包人应承担损害赔偿责任。 16. 违约 16.1 发包人违约 16.1.1 发包人违约的情形 发包人违约的其他情形: / 。 16.1.2 发包人违约的责任 发包人违约责任的承担方式和计算方法: (1)因发包人原因未能在计划开工日期前 7 天内下达开工通知的违约责任: / 。 (2)因发包人原因未能按合同约定支付合同价款的违约责任: 双方商协解决 。 (3)发包人违反第 10.1 款〔变更的范围〕第(2)项约定,自行实施被取消的工作或转由他人实施的违约责任: 双方商协解决 。 (4)发包人提供的材料、工程设备的规格、数量或质量不符合合同约定,或因发包人原因导致交货日期延误或交货地点变更等情况的违约责任:/ 。 (5)因发包人违反合同约定造成暂停施工的违约责任: 工期顺延,发包人给予相应补偿。 (6)发包人无正当理由没有在约定期限内发出复工指示,导致承包人无法复工的违约责任: 双方商协解决 。 (7)其他: /。 16.1.3 因发包人违约解除合同 承包人按16.1.1项〔发包人违约的情形〕约定暂停施工满 / 天后发包人仍不纠正其违约行为并致使合同目的不能实现的,承包人有权解除合同。 16.2 承包人违约 16.2.1 承包人违约的情形 承包人违约的其他情形: / 。 16.2.2 承包人违约的责任 承包人违约责任的承担方式和计算方法:按造成损失的经济量由承包人承担,并进行处罚。 16.2.3 因承包人违约解除合同 关于承包人违约解除合同的特别约定: 按通用合同条款执行 。 发包人继续使用承包人在施工现场的材料、设备、临时工程、承包人文件和由承包人或以其名义编制的其他文件的费用承担方式: 按通用合同条款执行 。 17. 不可抗力 17.1 不可抗力的确认 除通用合同条款约定的不可抗力事件之外,视为不可抗力的其他情形:除通用合同条款约定外,还包括不可抗力为烈度 7 度以上地震、12 级以上(不含 12 级)台风、日雨量 80 ㎜以上暴雨,按气象、地震部门公布为准,以及县市级以上政府公告不允许施工的日期。 17.4 因不可抗力解除合同 合同解除后,发包人应在商定或确定发包人应支付款项后 30 天内完成款项的支付。 18. 保险 18.1 工程保险 关于工程保险的特别约定:按相关规定执行,承包人应买足险种 。 18.3 其他保险 关于其他保险的约定: 按合同通用条款及其他相关规定执行,保险期限同合同施工工期 。 承包人是否应为其施工设备等办理财产保险: 按合同通用条款及其他相关规定执行 。 18.7 通知义务 关于变更保险合同时的通知义务的约定:必须经过发包人同意 。 20. 争议解决 20.3 争议评审 合同当事人是否同意将工程争议提交争议评审小组决定 。 20.3.1 争议评审小组的确定 争议评审小组成员的确定: 。 选定争议评审员的期限: 。 争议评审小组成员的报酬承担方式: 。 其他事项的约定: 。 20.3.2 争议评审小组的决定 合同当事人关于本项的约定: 。 20.4 仲裁或诉讼 因合同及合同有关事项发生的争议,按下列第 2 种方式解决: (1)向 / 仲裁委员会申请仲裁; (2)向 当地 人民法院起诉。 21.其他补充条款 承包人应按照《保障农民工工资支付条例》、《国务院关于解决农民工问题的若干意见》(国发[2006]5号)、《**省人民政府贯彻国务院关于解决农民工问题的若干意见的通知》(闽政[2006]14号)《**省人民政府办公厅关于全面治理拖欠农民工工资问题的实施意见》(闽政办〔2016〕88号)》、《**省工程建设领域农民工工资专用账户管理暂行办法》等文件的规定进行农民工工资支付。(如有最新规定按最新规定的文件执行) 四、投标文件格式 (封面) (项目名称) 投 标 文 件 投 标 人: 全称 (盖章) 法定代表人(或其委托代理人): (签字或盖章) 日 期: 年 月 日 一、投 标 函 致: (招标人) 根据已收到的 (项目名称) 的招标文件,我单位经研究上述工程招标文件后,我方愿意按招标文件规定的人民币 元的发包价承担本项目,并按照规定工期完成。 2.一旦我方中标,我方将严格按照国家相关法规、规范,在保证质量、安全的前提下,确保项目如期完成。 3.一旦我方中标,我方将派出 作为本工程的项目主要负责人,并按照招标文件的规定和有关文件规定配备相应人员。 4.我方承诺在本投标文件有效期内,本投标文件对我方具有约束力,并随时接受中标。 5.除非另外达成协议并生效,你方的中标通知书和本投标文件将构成约束我们双方的合同。 投标人法人代表: (签字或盖章)或授权代理人:(签字或盖章) 姓 名: (印刷体) 投标人: (盖独立投标人单位公章) 地 址: 电话: 传真: 日期: 年 月 日 二、营业执照副本复印件 资质证书副本复印件 法定代表人资格证明书 法定代表人资格证明书 投标人名称: 地址: 姓名: 性别: 身份证号码: 职务: 手机号码: 系 (投标人名称)的法定代表人。 特此证明。 投标人: (盖单位公章) 年 月 日 其它采购人认为应提交的材料 (1)授权委托书(如有) 本人 (姓名) 系 (投标人名称) 的法定代表人,现委托 (姓名) 为我方代理人。代理人根据授权,以我方名义签署、澄清、说明、补正、递交、撤回、撤销 (项目名称) 施工投标文件、签订合同和处理有关事宜,其法律后果由我方承担。 代理人无转委托权。 代理人姓名: 性别: 手机号码: 单 位: 部门: 职务: 身份证号码: 附:委托代理人身份证扫描件 投 标 人: (盖单位公章) 法定代表人: (盖章) 委托代理人: (签字或盖章) 年 月 日 (2)拟派出项目负责人简要情况表 姓 名 身份证号码 职 称 职称证书编号 性别 注册建造师执业资格等级 级 建造师专业 建造师注册证书号 安全生产考核合格证书 手机号码 最高学历 毕业学校 年毕业于 学校 专业 主要工作经历 时 间 参加过的类似项目名称 工程概况说明 发包人名称 投标人: (盖单位公章) 注:拟派出项目负责人须附上其注册建造师证书、身份证和安全生产考核合格证书B证的扫描件并加盖投标人单位公章。拟派出项目负责人必须为独立投标人或联合体牵头人的本企业在岗人员,以注册建造师证书上的注册单位为准。专业以注册建造师证书上的专业为准。 投标保证金凭证; 投标人认为需要提交的其他资料; 审 核 说 明 ***: 我司接受贵单位委托,对**县泗桥乡泗桥等4个村2020年高标准农田建设项目工程进行了控制价审核,送审单位应对所提供的项目控制价及其他证明材料的真实性、完整性负责。在审核过程中,我司严格执行工程造价管理规定和审核规程,完成了该项目的审核工作。 一、工程概况: 1、 建设单位: 1、 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 1、 工程地点:**县泗桥乡泗桥等4个村 二、审核依据: 1、 送审单位报送的工程控制价报告、施工图纸(含电子版)、工程量计算式等资料,以上资料的真实性、完整性由送审单位负责。 2、使用定额及相关规范: (1)编制办法:**省闽水(2011)98号《**省水利水电工程设计概(估)算编制规定》、闽水财审[2016]1号**省水利厅关于《**省水利水电工程设计概(估)算编制规定》补充调整有关内容的通知、闽水财审[2016]35号《**省水利厅关于水利水电工程营业税和改增值税后计价依据调整的通知》、闽水财审[2016]50号**省水利厅关于发布《生态挡墙、护坡砌筑等76项补充定额(试行)》的通知、闽水财审[2017]40号文《**省水利厅关于调整隧洞石方开挖定额有关子目和火工材料预算价格等事项的通知》、闽水财审[2018]18号文《**省水利厅关于调整水利水电工程计价依据增值税税率的通知》、闽水财审[2019]1号文《**省水利厅关于重新调整水利水电工程计价依据增值税税率有关事项的通知》。 (2)定额依据: ①采用**省闽水(2011)98号文颁发的《**省水利水电建筑工程预算定额》、《**省水利水电设备安装工程预算定额》;部分缺项套用其他专业相关定额含量进行补充。 ②施工机械台班费定额采用**省闽水(2011)98号文颁发的《**省水利水电工程施工机械台班费定额》。 (3)基础单价 ①人工预算单价:技工为65.00元/工日;普工为50.00元/工日。 ②材料预算单价:根据《**工程造价信息》2020年10月**县建筑工程主要材料综合价及工程所在地的市场价综合考虑。 (4)取费标准: **省闽水(2011)98号《**省水利水电工程设计概(估)算编制规定》及闽水财审[2016]1号文及闽水财审[2016]35号文中规定的费率为计算基础,其费率如下: ①. 措施费费率 措施费费率汇总表 序号 项目名称 计算基础 费率(%) 建筑工程 安装工程 1 风雨季施工增加费 直接工程费 0.5 0.5 2 夜间施工增加费 直接工程费 0.4 0.6 3 小型临时设施费 直接工程费 1.2 1.5 4 安全文明生产措施费 直接工程费 2.0 2.0 5 其 他 直接工程费 0.5 0.7 6 合 计 4.6 5.3 ②. 间接费费率 间接费费率表 序号 工程类别 计算基础 间 接 费 费 率(%) 一 建筑工程 1 土方开挖工程 直接费 10.1 2 石方开挖工程 直接费 12.1 3 土石填筑工程 直接费 10.1 4 模板工程 直接费 10.1 5 混凝土浇筑工程 直接费 11.1 6 钢筋制安工程 直接费 8.1 7 钻孔灌浆工程 直接费 11.1 8 锚固工程 直接费 11.1 9 疏浚工程 直接费 9.1 10 绿化工程 直接费 8.1 11 管道铺设及其他工程 直接费 9.1 二 机电、金属结构设备安装工程 人工费 85 ③利润:7% ④税金:9% ⑤主材价差:主材限价进入工程单价并参加取费,而价差只计税金。 三、工程数量及单价审查情况(详附表分部分项审核书) 四、主要审核增减说明: 1、灌溉与排水工程,工程量及单价调整,累计核减6.2万元; 招标代理资质:F235000694 造价咨询资质:甲001535003117 工程造价咨询报告书 咨询项目全称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 咨询业务类别:工程预算审核 咨询报告日期: 2020-02-14 Xiamen Zhongdali Engineering Management .CO.,LTD. **县泗桥乡泗桥等4个村2020年高标准农田建设项目预 算 审 核 报 告***: 我司接受贵单位的委托,对“**县泗桥乡泗桥等4个村2020年高标准农田建设项目”控制价进行审核,现就审核意见报告如下:一、本项目预算于2019年10月12日送审,本公司审核人员依据送审单位提供的工程设计图纸、工程量清单和控制价文件,严格执行工程造价管理规定和审核规程,予以审核。二、本项目预算价审定为:1472896(大写:壹佰肆拾柒万贰仟捌佰玖拾陆元整)。附:本项目预算审核编制说明本预算编制单位: 抄送:无 **中达利工程管理有限公司 2020年02月14日印发 **中达利工程管理有限公司 报告编号:ZDL-ND[2020]- 077预 算 审 核 报 告工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 1、审核成果:壹佰肆拾柒万贰仟捌佰玖拾陆元整金额:1472896元 项目名称送审造价(元)核增数(元)核减数(元)核定造价(元) **县泗桥乡泗桥等4个村2020年高标准农田建设项目1539534/666381472896合 计1539534/666381472896 2、审核说明:详见本审核书附件 3、报告附件:(审核说明、造价汇总表及有关审核表等) 甲级造价咨询资质:甲001535003117编(审)单位:(盖章)**中达利工程管理有限公司 编制人:刘亚财 复核人:叶雀屏 执业专用章: 执业专用章: **中达利工程管理有限公司 2020年02月14日 **县泗桥乡泗桥等4个村2020年高标准农田建设项目 工程 预 算 审 核 价 预算审核价 (小写): 1472896 (大写): 壹佰肆拾柒万贰仟捌佰玖拾陆元整 招 标 人: 中介机构: (单位盖章) (单位盖章或资质专用章) 法定代表人 或其授权人: 法定代表人 或其授权人: (签字或盖章) (签字或盖章) 编 制 人: 复 核 人: (造价人员签字盖专用章) (造价工程师签字盖专用章) 编制时间: 2020年11月15日 复核时间: 工程分组费率表 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 序号 费用名称 土方开挖工程 石方开挖工程 土石填筑工程 模板工程 混凝土浇筑工程 钢筋制安工程 钻孔灌浆工程 锚固工程 疏浚工程 绿化工程 管道工程及其他工程 安装工程 安装工程(制作) 安装工程(费率) 议价 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 措施费 4.5999999999999996447286321199499070644378662109375 4.5999999999999996447286321199499070644378662109375 4.5999999999999996447286321199499070644378662109375 4.5999999999999996447286321199499070644378662109375 4.5999999999999996447286321199499070644378662109375 4.5999999999999996447286321199499070644378662109375 4.5999999999999996447286321199499070644378662109375 4.5999999999999996447286321199499070644378662109375 4.5999999999999996447286321199499070644378662109375 4.5999999999999996447286321199499070644378662109375 4.5999999999999996447286321199499070644378662109375 5.29999999999999982236431605997495353221893310546875 5.29999999999999982236431605997495353221893310546875 5.29999999999999982236431605997495353221893310546875 A2 0 2 间接费 10.0999999999999996447286321199499070644378662109375 12.0999999999999996447286321199499070644378662109375 10.0999999999999996447286321199499070644378662109375 10.0999999999999996447286321199499070644378662109375 11.0999999999999996447286321199499070644378662109375 8.0999999999999996447286321199499070644378662109375 11.0999999999999996447286321199499070644378662109375 11.0999999999999996447286321199499070644378662109375 9.0999999999999996447286321199499070644378662109375 8.0999999999999996447286321199499070644378662109375 9.0999999999999996447286321199499070644378662109375 85 85 85 B 0 3 利润 7 7 7 7 7 7 7 7 7 7 7 7 7 7 C 0 4 价格调节基金 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 0 5 税金 9 9 9 9 9 9 9 9 9 9 9 9 9 9 G 0 6 临时工程摊销费 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0 7 其他费用摊销 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J 0 8 风险费 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K 0 工程审核汇总表 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 编号 项 目 名 称 审核前造价 审核后造价 差价 节唯一编号 级别 建安费(元) 设备费(元) 建安费(元) 设备费(元) 建安费(元) 设备费(元) 第一部分 建筑工程 1539534 0 1472896 0 -66638 0 1 1 建筑工程 小 计(元) 1539534 0 1472896 0 -66638 0 A 总 计 1539534 1472896 -66638 B 工程审核汇总表 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 编号 项 目 名 称 审核前造价 审核后造价 差价 节唯一编号 级别 建安费(元) 设备费(元) 建安费(元) 设备费(元) 建安费(元) 设备费(元) 第一部分 建筑工程 1539534 0 1472896 0 -66638 0 1 1 建筑工程 1 土地平整 24941 0 24248 0 -693 0 17 2 建筑工程 2 灌溉与排水工程 1203251 0 1137556 0 -65695 0 19 2 建筑工程 3 田间道路 308342 0 308092 0 -250 0 48 2 建筑工程 4 其他工程 3000 0 3000 0 0 0 54 2 建筑工程 小 计(元) 1539534 0 1472896 0 -66638 0 A 总 计 1539534 1472896 -66638 工程审核汇总表 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 编号 项 目 名 称 审核前造价 审核后造价 差价 节唯一编号 级别 建安费(元) 设备费(元) 建安费(元) 设备费(元) 建安费(元) 设备费(元) 第一部分 建筑工程 1539534 0 1472896 0 -66638 0 1 1 建筑工程 1 土地平整 24941 0 24248 0 -693 0 17 2 建筑工程 1.1 细部平整 24941 0 24248 0 -693 0 18 3 建筑工程 2 灌溉与排水工程 1203251 0 1137556 0 -65695 0 19 2 建筑工程 2.1 水源工程 255596 0 261099 0 5503 0 20 3 建筑工程 2.1.1 6m3蓄水池 47830 0 49863 0 2033 0 21 4 建筑工程 2.1.2 18m3蓄水池 140704 0 142280 0 1576 0 22 4 建筑工程 2.1.3 48m3蓄水池 41823 0 42322 0 499 0 23 4 建筑工程 2.1.4 小型拦河坝 25239 0 26634 0 1395 0 24 4 建筑工程 2.2 渠道工程 155878 0 161312 0 5434 0 25 3 建筑工程 2.2.1 **排灌渠 135941 0 140167 0 4226 0 26 4 建筑工程 2.2.2 改建排灌渠 19937 0 21145 0 1208 0 27 4 建筑工程 2.3 高效节水灌溉工程 501996 0 408771 0 -93225 0 28 3 建筑工程 2.3.1 管灌 501996 0 408771 0 -93225 0 29 4 建筑工程 2.3.1.1 干管DN50mmPE管 94490 0 71811 0 -22679 0 30 5 建筑工程 2.3.1.2 干管DN63mmPE管 85990 0 65156 0 -20834 0 31 5 建筑工程 2.3.1.3 干管DN75mmPE管 283263 0 239900 0 -43363 0 32 5 建筑工程 2.3.1.4 干管DN90mmPE管 38253 0 31904 0 -6349 0 33 5 建筑工程 2.4 排水工程 208359 0 219554 0 11195 0 34 3 建筑工程 2.4.1 排洪沟 208359 0 219554 0 11195 0 35 4 建筑工程 2.5 附属建筑 81422 0 86820 0 5398 0 36 3 建筑工程 2.5.1 进水前池 9659 0 10502 0 843 0 37 4 建筑工程 2.5.2 沉沙池 10166 0 10868 0 702 0 38 4 建筑工程 2.5.3 灌溉跌水 1082 0 1075 0 -7 0 39 4 建筑工程 2.5.4 灌溉涵洞 565 0 578 0 13 0 40 4 建筑工程 2.5.5 排水涵管 4784 0 4621 0 -163 0 41 4 建筑工程 2.5.6 放水阀井 43140 0 46464 0 3324 0 42 4 建筑工程 2.5.7 排污阀井 5682 0 6195 0 513 0 43 4 建筑工程 2.5.8 排气阀井 1822 0 1971 0 149 0 44 4 建筑工程 2.5.9 水量计量设施 4522 0 4546 0 24 0 45 4 建筑工程 2.5.9.1 巴歇尔槽 2250 0 2279 0 29 0 46 5 建筑工程 2.5.9.2 水表井 2272 0 2267 0 -5 0 47 5 建筑工程 3 田间道路 308342 0 308092 0 -250 0 48 2 建筑工程 3.1 **生产路Ⅰ 164787 0 159190 0 -5597 0 49 3 建筑工程 3.2 水泥台阶路 86705 0 89806 0 3101 0 50 3 建筑工程 3.3 回车台 2587 0 2875 0 288 0 51 3 建筑工程 3.4 错车道 3046 0 3389 0 343 0 52 3 建筑工程 3.5 涵洞 51217 0 52832 0 1615 0 53 3 建筑工程 4 其他工程 3000 0 3000 0 0 0 54 2 建筑工程 4.1 标志牌 3000 0 3000 0 0 0 55 3 建筑工程 小 计(元) 1539534 0 1472896 0 -66638 0 A 总 计 1539534 1472896 -66638 B 表三 建筑工程审核表 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 编号 工程或费用名称 单位 审核前造价 审核后造价 差价 级别 工程量 单价(元) 合价(元) 工程量 单价(元) 合价(元) 第一部分 建筑工程 项 0 0 1539534 0 0 1472896 -66638 1 1 1 土地平整 0 0 24941 0 0 24248 -693 2 17 1.1 细部平整 亩 51.96000000000000085265128291212022304534912109375 480 24941 51.96000000000000085265128291212022304534912109375 466.67000000000001591615728102624416351318359375 24248 -693 3 18 (1) 杂草清除 m2 34640.3199999999997089616954326629638671875 0.7199999999999999733546474089962430298328399658203125 24941 34640.3199999999997089616954326629638671875 0.6999999999999999555910790149937383830547332763671875 24248 -693 4 $杂草清除$0.7$ $1$ 1 (1007×0.2+1005×0.8)×0.5 2 灌溉与排水工程 0 0 1203251 0 0 1137556 -65695 2 19 2.1 水源工程 0 0 255596 0 0 261099 5503 3 20 2.1.1 6m3蓄水池 座 7 6832.8599999999996725819073617458343505859375 47830 7 7123.2899999999999636202119290828704833984375 49863 2033 4 21 (1) 基坑土方开挖 m3 125.400000000000005684341886080801486968994140625 21.300000000000000710542735760100185871124267578125 2671 125.400000000000005684341886080801486968994140625 20.5799999999999982946974341757595539093017578125 2581 -90 5 $基坑土方开挖$20.58$ $6$ 6 0100219 (2) 土方夯填 m3实方 103.8299999999999982946974341757595539093017578125 20.8900000000000005684341886080801486968994140625 2169 103.8299999999999982946974341757595539093017578125 20.1700000000000017053025658242404460906982421875 2094 -75 5 $土方夯填$20.17$ $10$ 10 0300129 (3) C15素砼垫层厚 100mm m3 4.70000000000000017763568394002504646778106689453125 527.5900000000000318323145620524883270263671875 2480 4.70000000000000017763568394002504646778106689453125 552.19000000000005456968210637569427490234375 2595 115 5 $C15素砼垫层厚100mm$552.19$ $529$ 529 0400390 (4) C20钢筋砼池底厚200mm m3 6.910000000000000142108547152020037174224853515625 570.6499999999999772626324556767940521240234375 3943 6.910000000000000142108547152020037174224853515625 592.9600000000000363797880709171295166015625 4097 154 5 $C20钢筋砼池底厚200mm$592.96$ $18$ 18 0400045 (5) C20钢筋砼池壁厚200mm m3 19.010000000000001563194018672220408916473388671875 580.8400000000000318323145620524883270263671875 11042 19.010000000000001563194018672220408916473388671875 602.7899999999999636202119290828704833984375 11459 417 5 $C20钢筋砼池壁厚200mm$602.79$ $25$ 25 0400063 (6) 钢筋制作安装 t 1.3200000000000000621724893790087662637233734130859375 6348.6800000000002910383045673370361328125 8380 1.3200000000000000621724893790087662637233734130859375 6132.2200000000002546585164964199066162109375 8095 -285 5 $钢筋制作安装$6132.22$ $29$ 29 0400360 (7) 胶合木模板制作及安装、拆除 m2 312 28.510000000000001563194018672220408916473388671875 8895 312 34.22999999999999687361196265555918216705322265625 10680 1785 5 $胶合木模板制作及安装、拆除$34.23$ $31$ 31 0500053 (8) 铁丝网护栏(采用防锈钢丝) m2 79.2000000000000028421709430404007434844970703125 60 4752 79.2000000000000028421709430404007434844970703125 60 4752 0 5 $铁丝网护栏(采用防锈钢丝)$60$ $35$ 35 BC (9) DN90mmPE管排污阀 个 6 328.25 1970 6 317.06000000000000227373675443232059478759765625 1902 -68 5 $DN90mmPE管排污阀$317.06$ $36$ 36 0900106 (10) DN90mmPE管 m 10.199999999999999289457264239899814128875732421875 32.2000000000000028421709430404007434844970703125 328 10.199999999999999289457264239899814128875732421875 40 408 80 5 $DN90mmPE管$40$ $38$ 38 0900095 (11) 安全警示牌 块 6 200 1200 6 200 1200 0 5 $安全警示牌$200$ $40$ 40 BC 2.1.2 18m3蓄水池 座 10 14070.399999999999636202119290828704833984375 140704 10 14228 142280 1576 4 22 (1) 基坑土方开挖 m3 499.8600000000000136424205265939235687255859375 21.300000000000000710542735760100185871124267578125 10647 499.8600000000000136424205265939235687255859375 20.5799999999999982946974341757595539093017578125 10287 -360 5 $基坑土方开挖$20.58$ $41$ 41 (2) 土方夯填 m3实方 351.5 20.8900000000000005684341886080801486968994140625 7343 351.5 20.1700000000000017053025658242404460906982421875 7090 -253 5 $土方夯填$20.17$ $43$ 43 (3) C15素砼垫层厚 100mm m3 14.4399999999999995026200849679298698902130126953125 527.5900000000000318323145620524883270263671875 7618 14.4399999999999995026200849679298698902130126953125 552.19000000000005456968210637569427490234375 7974 356 5 $C15素砼垫层厚100mm$552.19$ $563$ 563 (4) C20钢筋砼池底厚200mm m3 28.879999999999999005240169935859739780426025390625 561.950000000000045474735088646411895751953125 16229 23.120000000000000994759830064140260219573974609375 584.55999999999994543031789362430572509765625 13515 -2714 5 $C20钢筋砼池底厚200mm$584.56$ $567$ 567 0400046 (5) C20钢筋砼池壁厚200mm m3 58.88000000000000255795384873636066913604736328125 580.8400000000000318323145620524883270263671875 34200 58.88000000000000255795384873636066913604736328125 602.7899999999999636202119290828704833984375 35492 1292 5 $C20钢筋砼池壁厚200mm$602.79$ $53$ 53 (6) 钢筋制作安装 t 4.20000000000000017763568394002504646778106689453125 6348.6800000000002910383045673370361328125 26664 4.20000000000000017763568394002504646778106689453125 6132.2200000000002546585164964199066162109375 25755 -909 5 $钢筋制作安装$6132.22$ $57$ 57 (7) 胶合木模板制作及安装、拆除 m2 724.3999999999999772626324556767940521240234375 28.510000000000001563194018672220408916473388671875 20653 724.3999999999999772626324556767940521240234375 34.22999999999999687361196265555918216705322265625 24796 4143 5 $胶合木模板制作及安装、拆除$34.23$ $59$ 59 (8) 铁丝网护栏(采用防锈钢丝) m2 192 60 11520 192 60 11520 0 5 $铁丝网护栏(采用防锈钢丝)$60$ $62$ 62 BC (9) DN90mmPE管排污阀 个 10 328.25 3283 10 317.06000000000000227373675443232059478759765625 3171 -112 5 $DN90mmPE管排污阀$317.06$ $63$ 63 (10) DN90mmPE管 m 17 32.2000000000000028421709430404007434844970703125 547 17 40 680 133 5 $DN90mmPE管$40$ $65$ 65 (11) 安全警示牌 块 10 200 2000 10 200 2000 0 5 $安全警示牌$200$ $67$ 67 BC 2.1.3 48m3蓄水池 座 1 41823 41823 1 42322 42322 499 4 23 (1) 基坑土方开挖 m3 239.1399999999999863575794734060764312744140625 21.300000000000000710542735760100185871124267578125 5094 239.1399999999999863575794734060764312744140625 20.5799999999999982946974341757595539093017578125 4922 -172 5 $基坑土方开挖$20.58$ $68$ 68 (2) 土方夯填 m3实方 167.259999999999990905052982270717620849609375 20.8900000000000005684341886080801486968994140625 3494 167.259999999999990905052982270717620849609375 20.1700000000000017053025658242404460906982421875 3374 -120 5 $土方夯填$20.17$ $70$ 70 (3) C15素砼垫层厚 100mm m3 2.5 527.5900000000000318323145620524883270263671875 1319 2.5 552.19000000000005456968210637569427490234375 1380 61 5 $C15素砼垫层厚100mm$552.19$ $572$ 572 (4) C20钢筋砼池底厚300mm m3 6.3499999999999996447286321199499070644378662109375 561.950000000000045474735088646411895751953125 3568 6.3499999999999996447286321199499070644378662109375 584.55999999999994543031789362430572509765625 3712 144 5 $C20钢筋砼池底厚300mm$584.56$ $76$ 76 0400046 (5) C20钢筋砼池壁厚300mm m3 15.480000000000000426325641456060111522674560546875 567.200000000000045474735088646411895751953125 8780 15.480000000000000426325641456060111522674560546875 589.6200000000000045474735088646411895751953125 9127 347 5 $C20钢筋砼池壁厚300mm$589.62$ $80$ 80 0400064 (6) C15砼压顶 m3 1.0300000000000000266453525910037569701671600341796875 545.6499999999999772626324556767940521240234375 562 1.0300000000000000266453525910037569701671600341796875 569.6299999999999954525264911353588104248046875 587 25 5 $C15砼压顶$569.63$ $96$ 96 0400135 (7) 钢筋制作安装 t 2.12999999999999989341858963598497211933135986328125 6348.6800000000002910383045673370361328125 13523 2.12999999999999989341858963598497211933135986328125 6132.2200000000002546585164964199066162109375 13062 -461 5 $钢筋制作安装$6132.22$ $84$ 84 (8) 铁丝网护栏(采用防锈钢丝) m2 25.800000000000000710542735760100185871124267578125 60 1548 25.800000000000000710542735760100185871124267578125 60 1548 0 5 $铁丝网护栏(采用防锈钢丝)$60$ $89$ 89 BC (9) 胶合木模板制作及安装、拆除 m2 117.8299999999999982946974341757595539093017578125 28.510000000000001563194018672220408916473388671875 3359 117.8299999999999982946974341757595539093017578125 34.22999999999999687361196265555918216705322265625 4033 674 5 $胶合木模板制作及安装、拆除$34.23$ $86$ 86 (10) DN90mmPE管排污阀 个 1 328.25 328 1 317.06000000000000227373675443232059478759765625 317 -11 5 $DN90mmPE管排污阀$317.06$ $90$ 90 (11) DN90mmPE管 m 1.5 32.2000000000000028421709430404007434844970703125 48 1.5 40 60 12 5 $DN90mmPE管$40$ $92$ 92 (12) 安全警示牌 块 1 200 200 1 200 200 0 5 $安全警示牌$200$ $94$ 94 BC 2.1.4 小型拦河坝 座 6 4206.5 25239 6 4439 26634 1395 4 24 (1) 土方开挖 m3 33.78999999999999914734871708787977695465087890625 21.300000000000000710542735760100185871124267578125 720 33.78999999999999914734871708787977695465087890625 20.5799999999999982946974341757595539093017578125 695 -25 5 $土方开挖$20.58$ $100$ 100 0100219 (2) 土方夯填 m3实方 6.79999999999999982236431605997495353221893310546875 20.8900000000000005684341886080801486968994140625 142 6.79999999999999982236431605997495353221893310546875 20.1700000000000017053025658242404460906982421875 137 -5 5 $土方夯填$20.17$ $102$ 102 (3) C20混凝土坝体 m3 18.550000000000000710542735760100185871124267578125 520.76999999999998181010596454143524169921875 9660 18.550000000000000710542735760100185871124267578125 545.19000000000005456968210637569427490234375 10113 453 5 $C20混凝土坝体$545.19$ $104$ 104 0400004 (4) C20混凝土护坦 m3 9.019999999999999573674358543939888477325439453125 530.6699999999999590727384202182292938232421875 4787 9.019999999999999573674358543939888477325439453125 554.3400000000000318323145620524883270263671875 5000 213 5 $C20混凝土护坦$554.34$ $108$ 108 0400044 (5) 胶合木模板制作及安装、拆除 m2 119.7300000000000039790393202565610408782958984375 28.510000000000001563194018672220408916473388671875 3414 119.7300000000000039790393202565610408782958984375 34.22999999999999687361196265555918216705322265625 4098 684 5 $胶合木模板制作及安装、拆除$34.23$ $112$ 112 (6) 级配碎石反滤层 m3 4.04000000000000003552713678800500929355621337890625 165.009999999999990905052982270717620849609375 667 4.04000000000000003552713678800500929355621337890625 174.43000000000000682121026329696178436279296875 705 38 5 $级配碎石反滤层$174.43$ $115$ 115 0300006 (7) DN50mmPVC管安装 m 14.4000000000000003552713678800500929355621337890625 14.7200000000000006394884621840901672840118408203125 212 14.4000000000000003552713678800500929355621337890625 14.2200000000000006394884621840901672840118408203125 205 -7 5 $DN50mmPVC管安装$14.22$ $117$ 117 0900093 (8) 卵石夯填 m3实方 6.45999999999999996447286321199499070644378662109375 118.81999999999999317878973670303821563720703125 768 6.45999999999999996447286321199499070644378662109375 151.3700000000000045474735088646411895751953125 978 210 5 $卵石夯填$151.37$ $119$ 119 0300157 (9) 编织袋装土围堰及拆除 m3 33 120.900000000000005684341886080801486968994140625 3990 33 116.780000000000001136868377216160297393798828125 3854 -136 5 $编织袋装土围堰及拆除$116.78$ $121$ 121 0900240 (10) 抽水台班 台班 6 146.469999999999998863131622783839702606201171875 879 6 141.479999999999989768184605054557323455810546875 849 -30 5 $抽水台班$141.48$ $124$ 124 0101001 2.2 渠道工程 0 0 155878 0 0 161312 5434 3 25 2.2.1 **排灌渠 m 733 185.460000000000007958078640513122081756591796875 135941 733 191.219999999999998863131622783839702606201171875 140167 4226 4 26 (1) 人工挖沟槽土方 m3 392.16000000000002501110429875552654266357421875 18.160000000000000142108547152020037174224853515625 7122 392.16000000000002501110429875552654266357421875 10.0999999999999996447286321199499070644378662109375 3961 -3161 5 $人工挖沟槽土方$10.1$ $126$ 126 0100048 (2) 土方回填 m3实方 238.229999999999989768184605054557323455810546875 20.8900000000000005684341886080801486968994140625 4977 238.229999999999989768184605054557323455810546875 8.6400000000000005684341886080801486968994140625 2058 -2919 5 $土方回填$8.64$ $128$ 128 0300151 (3) 现浇C15混凝土渠槽(b≤500) (人工运距100m) m3 131.93999999999999772626324556767940521240234375 572.6399999999999863575794734060764312744140625 75554 131.93999999999999772626324556767940521240234375 595.700000000000045474735088646411895751953125 78597 3043 5 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$ $130$ 130 0400052 (4) 人工铺筑碎石垫层 m3 51.31000000000000227373675443232059478759765625 168.460000000000007958078640513122081756591796875 8644 51.31000000000000227373675443232059478759765625 162.710000000000007958078640513122081756591796875 8349 -295 5 $人工铺筑碎石垫层$162.71$ $134$ 134 0300002 (5) 沥青木板伸缩缝 m2 13.1899999999999995026200849679298698902130126953125 133.669999999999987494447850622236728668212890625 1763 13.1899999999999995026200849679298698902130126953125 129.1100000000000136424205265939235687255859375 1703 -60 5 $沥青木板伸缩缝$129.11$ $136$ 136 0400359 (6) 胶合木模板制作及安装、拆除 m2 1319.40000000000009094947017729282379150390625 28.510000000000001563194018672220408916473388671875 37616 1319.40000000000009094947017729282379150390625 34.22999999999999687361196265555918216705322265625 45163 7547 5 $胶合木模板制作及安装、拆除$34.23$ $138$ 138 (7) DN50mmPE给水管 m 18 14.7200000000000006394884621840901672840118408203125 265 18 18.660000000000000142108547152020037174224853515625 336 71 5 $DN50mmPE给水管$18.66$ $141$ 141 0900093 2.2.2 改建排灌渠 m 1100 18.120000000000000994759830064140260219573974609375 19937 1100 19.219999999999998863131622783839702606201171875 21145 1208 4 27 (1) 槽底清淤泥、流沙 m3 33 18.160000000000000142108547152020037174224853515625 599 33 32.1400000000000005684341886080801486968994140625 1061 462 5 $槽底清淤泥、流沙$32.14$ $143$ 143 0100040 (2) 现浇C15混凝土渠槽(b≤500) (人工运距100m) m3 33 572.6399999999999863575794734060764312744140625 18897 33 595.700000000000045474735088646411895751953125 19658 761 5 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$ $147$ 147 (3) 沥青木板伸缩缝 m2 3.29999999999999982236431605997495353221893310546875 133.669999999999987494447850622236728668212890625 441 3.29999999999999982236431605997495353221893310546875 129.1100000000000136424205265939235687255859375 426 -15 5 $沥青木板伸缩缝$129.11$ $151$ 151 2.3 高效节水灌溉工程 0 0 501996 0 0 408771 -93225 3 28 2.3.1 管灌 0 0 501996 0 0 408771 -93225 4 29 2.3.1.1 干管DN50mmPE管 m 1612 58.61999999999999744204615126363933086395263671875 94490 1612 44.5499999999999971578290569595992565155029296875 71811 -22679 5 30 (1) 人工挖沟槽土方 m3 1472.970000000000027284841053187847137451171875 18.160000000000000142108547152020037174224853515625 26749 1472.970000000000027284841053187847137451171875 10.0999999999999996447286321199499070644378662109375 14877 -11872 6 $人工挖沟槽土方$10.1$ $153$ 153 (2) 土方回填 m3实方 1356.9600000000000363797880709171295166015625 20.8900000000000005684341886080801486968994140625 28347 1356.9600000000000363797880709171295166015625 8.6400000000000005684341886080801486968994140625 11724 -16623 6 $土方回填$8.64$ $155$ 155 (3) 砂垫层 m3实方 112.840000000000003410605131648480892181396484375 120.2300000000000039790393202565610408782958984375 13567 112.840000000000003410605131648480892181396484375 116.1299999999999954525264911353588104248046875 13104 -463 6 $砂垫层$116.13$ $158$ 158 0300159 (4) DN50mmPE管(0.60Mpa) m 1612 14.7200000000000006394884621840901672840118408203125 23729 1612 18.660000000000000142108547152020037174224853515625 30080 6351 6 $DN50mmPE管(0.60Mpa)$18.66$ $160$ 160 0900093 (5) DN50mmPE管三通 个 21 19.03999999999999914734871708787977695465087890625 400 21 18.3900000000000005684341886080801486968994140625 386 -14 6 $DN50mmPE管三通$18.39$ $162$ 162 0900104 (6) DN50mmPE管闸阀 个 56 30.3299999999999982946974341757595539093017578125 1698 56 29.28999999999999914734871708787977695465087890625 1640 -58 6 $DN50mmPE管闸阀$29.29$ $164$ 164 0900104 2.3.1.2 干管DN63mmPE管 m 1304 65.93999999999999772626324556767940521240234375 85990 1304 49.969999999999998863131622783839702606201171875 65156 -20834 5 31 (1) 人工挖沟槽土方 m3 1231.700000000000045474735088646411895751953125 18.160000000000000142108547152020037174224853515625 22368 1231.700000000000045474735088646411895751953125 10.0999999999999996447286321199499070644378662109375 12440 -9928 6 $人工挖沟槽土方$10.1$ $167$ 167 (2) 土方回填 m3实方 1134.660000000000081854523159563541412353515625 20.8900000000000005684341886080801486968994140625 23703 1134.660000000000081854523159563541412353515625 8.6400000000000005684341886080801486968994140625 9803 -13900 6 $土方回填$8.64$ $169$ 169 (3) 砂垫层 m3实方 92.9800000000000039790393202565610408782958984375 120.2300000000000039790393202565610408782958984375 11179 92.9800000000000039790393202565610408782958984375 116.1299999999999954525264911353588104248046875 10798 -381 6 $砂垫层$116.13$ $171$ 171 (4) DN63mmPE管(0.60Mpa) m 1304 19.660000000000000142108547152020037174224853515625 25637 1304 22.3299999999999982946974341757595539093017578125 29118 3481 6 $DN63mmPE管(0.60Mpa)$22.33$ $179$ 179 0900094 (5) DN63mmPE管三通 个 13 26.6400000000000005684341886080801486968994140625 346 13 25.730000000000000426325641456060111522674560546875 334 -12 6 $DN63mmPE管三通$25.73$ $181$ 181 0900105 (6) DN63mmPE管闸阀 个 32 71.7699999999999960209606797434389591217041015625 2297 32 69.3299999999999982946974341757595539093017578125 2219 -78 6 $DN63mmPE管闸阀$69.33$ $183$ 183 0900105 (7) DN63mmPE管排气阀 个 2 229.759999999999990905052982270717620849609375 460 2 221.93000000000000682121026329696178436279296875 444 -16 6 $DN63mmPE管排气阀$221.93$ $185$ 185 0900105 2.3.1.3 干管DN75mmPE管 m 3874 73.1200000000000045474735088646411895751953125 283263 3874 61.92999999999999971578290569595992565155029296875 239900 -43363 5 32 (1) 人工挖沟槽土方 m3 3771.09999999999990905052982270717620849609375 18.160000000000000142108547152020037174224853515625 68483 3771.09999999999990905052982270717620849609375 10.0999999999999996447286321199499070644378662109375 38088 -30395 6 $人工挖沟槽土方$10.1$ $187$ 187 (2) 土方回填 m3实方 3473.1300000000001091393642127513885498046875 20.8900000000000005684341886080801486968994140625 72554 3473.1300000000001091393642127513885498046875 8.6400000000000005684341886080801486968994140625 30008 -42546 6 $土方回填$8.64$ $189$ 189 (3) 砂垫层 m3实方 280.8700000000000045474735088646411895751953125 120.2300000000000039790393202565610408782958984375 33769 280.8700000000000045474735088646411895751953125 116.1299999999999954525264911353588104248046875 32617 -1152 6 $砂垫层$116.13$ $191$ 191 (4) DN75mmPE管(0.60Mpa) m 3874 25.4200000000000017053025658242404460906982421875 98477 3874 33.43999999999999772626324556767940521240234375 129547 31070 6 $DN75mmPE管(0.60Mpa)$33.44$ $193$ 193 0900094 (5) DN75mmPE管三通 个 37 32.280000000000001136868377216160297393798828125 1194 37 31.17999999999999971578290569595992565155029296875 1154 -40 6 $DN75mmPE管三通$31.18$ $195$ 195 0900105 (6) DN75mmPE管闸阀 个 88 74.030000000000001136868377216160297393798828125 6515 88 71.5100000000000051159076974727213382720947265625 6293 -222 6 $DN75mmPE管闸阀$71.51$ $197$ 197 0900105 (7) DN75mmPE管排污阀 个 3 252.330000000000012505552149377763271331787109375 757 3 243.729999999999989768184605054557323455810546875 731 -26 6 $DN75mmPE管排污阀$243.73$ $199$ 199 0900105 (8) DN75mmPE管排气阀 个 6 252.330000000000012505552149377763271331787109375 1514 6 243.729999999999989768184605054557323455810546875 1462 -52 6 $DN75mmPE管排气阀$243.73$ $201$ 201 0900105 2.3.1.4 干管DN90mmPE管 m 436 87.7399999999999948840923025272786617279052734375 38253 436 73.1700000000000017053025658242404460906982421875 31904 -6349 5 33 (1) 人工挖沟槽土方 m3 440.43000000000000682121026329696178436279296875 18.160000000000000142108547152020037174224853515625 7998 440.43000000000000682121026329696178436279296875 10.0999999999999996447286321199499070644378662109375 4448 -3550 6 $人工挖沟槽土方$10.1$ $203$ 203 (2) 土方回填 m3实方 405.3899999999999863575794734060764312744140625 20.8900000000000005684341886080801486968994140625 8469 405.3899999999999863575794734060764312744140625 8.6400000000000005684341886080801486968994140625 3503 -4966 6 $土方回填$8.64$ $205$ 205 (3) 砂垫层 m3实方 32.25999999999999801048033987171947956085205078125 120.2300000000000039790393202565610408782958984375 3879 32.25999999999999801048033987171947956085205078125 116.1299999999999954525264911353588104248046875 3746 -133 6 $砂垫层$116.13$ $207$ 207 (4) DN90mmPE管(0.60Mpa) m 436 34.5 15042 436 40 17440 2398 6 $DN90mmPE管(0.60Mpa)$40$ $209$ 209 0900095 (5) DN90mmPE管三通 个 6 42.36999999999999744204615126363933086395263671875 254 6 40.92999999999999971578290569595992565155029296875 246 -8 6 $DN90mmPE管三通$40.93$ $211$ 211 0900106 (6) DN90mmPE管闸阀 个 14 164.25 2300 14 158.650000000000005684341886080801486968994140625 2221 -79 6 $DN90mmPE管闸阀$158.65$ $213$ 213 0900106 (7) DN90mmPE管排气阀 个 1 310.94999999999998863131622783839702606201171875 311 1 300.3500000000000227373675443232059478759765625 300 -11 6 $DN90mmPE管排气阀$300.35$ $215$ 215 0900106 2.4 排水工程 0 0 208359 0 0 219554 11195 3 34 2.4.1 排洪沟 m 184 1132.390000000000100044417195022106170654296875 208359 184 1193.23000000000001818989403545856475830078125 219554 11195 4 35 (1) 土方开挖(人机结合) m3 662.3799999999999954525264911353588104248046875 3.0099999999999997868371792719699442386627197265625 1994 662.3799999999999954525264911353588104248046875 2.910000000000000142108547152020037174224853515625 1928 -66 5 $土方开挖(人机结合)$2.91$ $217$ 217 0100144 (2) 土方夯填(机械) m3实方 289.80000000000001136868377216160297393798828125 8.949999999999999289457264239899814128875732421875 2594 289.80000000000001136868377216160297393798828125 8.6400000000000005684341886080801486968994140625 2504 -90 5 $土方夯填(机械)$8.64$ $220$ 220 0300151 (3) C25埋石砼(埋石率20%) m3 269.1000000000000227373675443232059478759765625 617.6499999999999772626324556767940521240234375 166210 269.1000000000000227373675443232059478759765625 636.720000000000027284841053187847137451171875 171341 5131 5 $C25埋石砼(埋石率20%)$636.72$ $222$ 222 0400133 (4) 级配碎石反滤层 m3 0.1000000000000000055511151231257827021181583404541015625 165.009999999999990905052982270717620849609375 17 0.1000000000000000055511151231257827021181583404541015625 174.43000000000000682121026329696178436279296875 17 0 5 $级配碎石反滤层$174.43$ $226$ 226 (5) 土工布 m2 46.219999999999998863131622783839702606201171875 10.78999999999999914734871708787977695465087890625 499 46.219999999999998863131622783839702606201171875 10.4199999999999999289457264239899814128875732421875 482 -17 5 $土工布$10.42$ $228$ 228 0900218 (6) DN50mmPVC管安装 m 101.2000000000000028421709430404007434844970703125 14.7200000000000006394884621840901672840118408203125 1490 101.2000000000000028421709430404007434844970703125 14.2200000000000006394884621840901672840118408203125 1439 -51 5 $DN50mmPVC管安装$14.22$ $232$ 232 (7) 沥青木板伸缩缝 m2 26.910000000000000142108547152020037174224853515625 133.669999999999987494447850622236728668212890625 3597 26.910000000000000142108547152020037174224853515625 129.1100000000000136424205265939235687255859375 3474 -123 5 $沥青木板伸缩缝$129.11$ $234$ 234 (8) 胶合木模板制作及安装、拆除 m2 1120.930000000000063664629124104976654052734375 28.510000000000001563194018672220408916473388671875 31958 1120.930000000000063664629124104976654052734375 34.22999999999999687361196265555918216705322265625 38369 6411 5 $胶合木模板制作及安装、拆除$34.23$ $236$ 236 2.5 附属建筑 0 0 81422 0 0 86820 5398 3 36 2.5.1 进水前池 座 10 965.8999999999999772626324556767940521240234375 9659 10 1050.200000000000045474735088646411895751953125 10502 843 4 37 (1) 土方开挖 m3 21.559999999999998721023075631819665431976318359375 21.300000000000000710542735760100185871124267578125 459 21.559999999999998721023075631819665431976318359375 20.5799999999999982946974341757595539093017578125 444 -15 5 $土方开挖$20.58$ $241$ 241 (2) C15现浇砼进水前池 m3 11.5600000000000004973799150320701301097869873046875 545.200000000000045474735088646411895751953125 6303 11.5600000000000004973799150320701301097869873046875 569.19000000000005456968210637569427490234375 6580 277 5 $C15现浇砼进水前池$569.19$ $243$ 243 0400053 (3) 胶合木模板制作及安装、拆除 m2 101.599999999999994315658113919198513031005859375 28.510000000000001563194018672220408916473388671875 2897 101.599999999999994315658113919198513031005859375 34.22999999999999687361196265555918216705322265625 3478 581 5 $胶合木模板制作及安装、拆除$34.23$ $247$ 247 2.5.2 沉沙池 个 7 1452.2899999999999636202119290828704833984375 10166 7 1552.569999999999936335370875895023345947265625 10868 702 4 38 (1) 土方开挖 m3 18.42999999999999971578290569595992565155029296875 21.300000000000000710542735760100185871124267578125 393 18.42999999999999971578290569595992565155029296875 20.5799999999999982946974341757595539093017578125 379 -14 5 $土方开挖$20.58$ $250$ 250 (2) C15混凝土沉沙池 m3 12.42999999999999971578290569595992565155029296875 545.200000000000045474735088646411895751953125 6777 12.42999999999999971578290569595992565155029296875 569.19000000000005456968210637569427490234375 7075 298 5 $C15混凝土沉沙池$569.19$ $252$ 252 0400053 (3) DN63mmPE管闸阀 个 3 71.7699999999999960209606797434389591217041015625 215 3 69.3299999999999982946974341757595539093017578125 208 -7 5 $DN63mmPE管闸阀$69.33$ $258$ 258 (4) DN75mmPE管闸阀 个 2 74.030000000000001136868377216160297393798828125 148 2 71.5100000000000051159076974727213382720947265625 143 -5 5 $DN75mmPE管闸阀$71.51$ $260$ 260 (5) DN90mmPE管闸阀 个 1 164.25 164 1 158.650000000000005684341886080801486968994140625 159 -5 5 $DN90mmPE管闸阀$158.65$ $262$ 262 (6) 拦污栅 扇 6 50 300 6 50 300 0 5 $拦污栅$50$ $264$ 264 BC (7) 胶合木模板制作及安装、拆除 m2 76.0799999999999982946974341757595539093017578125 28.510000000000001563194018672220408916473388671875 2169 76.0799999999999982946974341757595539093017578125 34.22999999999999687361196265555918216705322265625 2604 435 5 $胶合木模板制作及安装、拆除$34.23$ $265$ 265 2.5.3 灌溉跌水 个 5 216.400000000000005684341886080801486968994140625 1082 5 215 1075 -7 4 39 (1) 人工挖沟槽土方 m3 3.529999999999999804600747665972448885440826416015625 18.160000000000000142108547152020037174224853515625 64 3.529999999999999804600747665972448885440826416015625 10.0999999999999996447286321199499070644378662109375 36 -28 5 $人工挖沟槽土方$10.1$ $281$ 281 (2) 土方回填 m3实方 1.810000000000000053290705182007513940334320068359375 20.8900000000000005684341886080801486968994140625 38 1.810000000000000053290705182007513940334320068359375 8.6400000000000005684341886080801486968994140625 16 -22 5 $土方回填$8.64$ $283$ 283 (3) 人工铺筑碎石垫层 m3 0.83999999999999996891375531049561686813831329345703125 168.460000000000007958078640513122081756591796875 142 0.83999999999999996891375531049561686813831329345703125 162.710000000000007958078640513122081756591796875 137 -5 5 $人工铺筑碎石垫层$162.71$ $285$ 285 (4) 现浇C15混凝土渠槽(b≤500) m3 1.29000000000000003552713678800500929355621337890625 572.6399999999999863575794734060764312744140625 739 1.29000000000000003552713678800500929355621337890625 595.700000000000045474735088646411895751953125 768 29 5 $现浇C15混凝土渠槽(b≤500)$595.7$ $287$ 287 0400052 (5) 胶合木模板制作及安装、拆除 m2 3.45999999999999996447286321199499070644378662109375 28.510000000000001563194018672220408916473388671875 99 3.45999999999999996447286321199499070644378662109375 34.22999999999999687361196265555918216705322265625 118 19 5 $胶合木模板制作及安装、拆除$34.23$ $291$ 291 2.5.4 灌溉涵洞 座 1 565 565 1 578 578 13 4 40 (1) 土方开挖 m3 0.200000000000000011102230246251565404236316680908203125 7.1500000000000003552713678800500929355621337890625 1 0.200000000000000011102230246251565404236316680908203125 6.910000000000000142108547152020037174224853515625 1 0 5 $土方开挖$6.91$ $294$ 294 0100016 (2) 土方夯填 m3实方 0.05000000000000000277555756156289135105907917022705078125 8.949999999999999289457264239899814128875732421875 0 0.05000000000000000277555756156289135105907917022705078125 8.6400000000000005684341886080801486968994140625 0 0 5 $土方夯填$8.64$ $296$ 296 0300151 (3) 砂垫层 m3实方 0.729999999999999982236431605997495353221893310546875 120.2300000000000039790393202565610408782958984375 88 0.729999999999999982236431605997495353221893310546875 116.1299999999999954525264911353588104248046875 85 -3 5 $砂垫层$116.13$ $298$ 298 (4) 人工铺筑碎石垫层 m3 0.330000000000000015543122344752191565930843353271484375 168.460000000000007958078640513122081756591796875 56 0.330000000000000015543122344752191565930843353271484375 162.710000000000007958078640513122081756591796875 54 -2 5 $人工铺筑碎石垫层$162.71$ $300$ 300 (5) 现浇C15混凝土渠槽(b≤500) m3 0.299999999999999988897769753748434595763683319091796875 572.6399999999999863575794734060764312744140625 172 0.299999999999999988897769753748434595763683319091796875 595.700000000000045474735088646411895751953125 179 7 5 $现浇C15混凝土渠槽(b≤500)$595.7$ $302$ 302 (6) 预制C30钢筋混凝土盖板 m3 0.179999999999999993338661852249060757458209991455078125 733.98000000000001818989403545856475830078125 132 0.179999999999999993338661852249060757458209991455078125 747.0700000000000500222085975110530853271484375 134 2 5 $预制C30钢筋混凝土盖板$747.07$ $306$ 306 0400147 (7) 钢筋制作安装 t 0.01000000000000000020816681711721685132943093776702880859375 6348.6800000000002910383045673370361328125 63 0.01000000000000000020816681711721685132943093776702880859375 6132.2200000000002546585164964199066162109375 61 -2 5 $钢筋制作安装$6132.22$ $310$ 310 (8) 胶合木模板制作及安装、拆除 m2 1.8600000000000000976996261670137755572795867919921875 28.510000000000001563194018672220408916473388671875 53 1.8600000000000000976996261670137755572795867919921875 34.22999999999999687361196265555918216705322265625 64 11 5 $胶合木模板制作及安装、拆除$34.23$ $312$ 312 2.5.5 排水涵管 座 9 531.55999999999994543031789362430572509765625 4784 9 513.44000000000005456968210637569427490234375 4621 -163 4 41 (1) 土方开挖 m3 35.3299999999999982946974341757595539093017578125 7.1500000000000003552713678800500929355621337890625 253 35.3299999999999982946974341757595539093017578125 6.910000000000000142108547152020037174224853515625 244 -9 5 $土方开挖$6.91$ $315$ 315 (2) 土方夯填 m3实方 28.14999999999999857891452847979962825775146484375 8.949999999999999289457264239899814128875732421875 252 28.14999999999999857891452847979962825775146484375 8.6400000000000005684341886080801486968994140625 243 -9 5 $土方夯填$8.64$ $317$ 317 (3) 砂垫层 m3实方 7.19000000000000039079850466805510222911834716796875 120.2300000000000039790393202565610408782958984375 864 7.19000000000000039079850466805510222911834716796875 116.1299999999999954525264911353588104248046875 835 -29 5 $砂垫层$116.13$ $319$ 319 (4) DN300mm钢筋砼预制管安装 m 27 126.4899999999999948840923025272786617279052734375 3415 27 122.1700000000000017053025658242404460906982421875 3299 -116 5 $DN300mm钢筋砼预制管安装$122.17$ $321$ 321 0900118 2.5.6 放水阀井 座 77 560.259999999999990905052982270717620849609375 43140 77 603.4299999999999499777914024889469146728515625 46464 3324 4 42 (1) 土方开挖 m3 112.780000000000001136868377216160297393798828125 7.1500000000000003552713678800500929355621337890625 806 112.780000000000001136868377216160297393798828125 6.910000000000000142108547152020037174224853515625 779 -27 5 $土方开挖$6.91$ $323$ 323 (2) 土方夯填 m3实方 64.9200000000000017053025658242404460906982421875 8.949999999999999289457264239899814128875732421875 581 64.9200000000000017053025658242404460906982421875 8.6400000000000005684341886080801486968994140625 561 -20 5 $土方夯填$8.64$ $325$ 325 (3) 预制C30钢筋混凝土盖板 m3 4.92999999999999971578290569595992565155029296875 733.98000000000001818989403545856475830078125 3619 4.92999999999999971578290569595992565155029296875 747.0700000000000500222085975110530853271484375 3683 64 5 $预制C30钢筋混凝土盖板$747.07$ $327$ 327 0400147 (4) 钢筋制作安装 t 0.7800000000000000266453525910037569701671600341796875 6348.6800000000002910383045673370361328125 4952 0.7800000000000000266453525910037569701671600341796875 6132.2200000000002546585164964199066162109375 4783 -169 5 $钢筋制作安装$6132.22$ $331$ 331 (5) C15混凝土放水阀井 m3 37.25 545.200000000000045474735088646411895751953125 20309 37.25 569.19000000000005456968210637569427490234375 21202 893 5 $C15混凝土放水阀井$569.19$ $333$ 333 0400053 (6) 胶合木模板制作及安装、拆除 m2 451.51999999999998181010596454143524169921875 28.510000000000001563194018672220408916473388671875 12873 451.51999999999998181010596454143524169921875 34.22999999999999687361196265555918216705322265625 15456 2583 5 $胶合木模板制作及安装、拆除$34.23$ $337$ 337 2.5.7 排污阀井 座 9 631.3300000000000409272615797817707061767578125 5682 9 688.3300000000000409272615797817707061767578125 6195 513 4 43 (1) 土方开挖 m3 13.82000000000000028421709430404007434844970703125 7.1500000000000003552713678800500929355621337890625 99 13.82000000000000028421709430404007434844970703125 6.910000000000000142108547152020037174224853515625 95 -4 5 $土方开挖$6.91$ $340$ 340 (2) 土方夯填 m3实方 5.32000000000000028421709430404007434844970703125 8.949999999999999289457264239899814128875732421875 48 5.32000000000000028421709430404007434844970703125 8.6400000000000005684341886080801486968994140625 46 -2 5 $土方夯填$8.64$ $342$ 342 (3) 预制C30钢筋混凝土盖板 m3 0.4899999999999999911182158029987476766109466552734375 733.98000000000001818989403545856475830078125 360 0.4899999999999999911182158029987476766109466552734375 747.0700000000000500222085975110530853271484375 366 6 5 $预制C30钢筋混凝土盖板$747.07$ $344$ 344 (4) 钢筋制作安装 t 0.0899999999999999966693309261245303787291049957275390625 6348.6800000000002910383045673370361328125 571 0.0899999999999999966693309261245303787291049957275390625 6132.2200000000002546585164964199066162109375 552 -19 5 $钢筋制作安装$6132.22$ $348$ 348 (5) C15混凝土排污阀井 m3 4.88999999999999968025576890795491635799407958984375 545.200000000000045474735088646411895751953125 2666 4.88999999999999968025576890795491635799407958984375 569.19000000000005456968210637569427490234375 2783 117 5 $C15混凝土排污阀井$569.19$ $350$ 350 0400053 (6) 胶合木模板制作及安装、拆除 m2 59.93999999999999772626324556767940521240234375 28.510000000000001563194018672220408916473388671875 1709 59.93999999999999772626324556767940521240234375 34.22999999999999687361196265555918216705322265625 2052 343 5 $胶合木模板制作及安装、拆除$34.23$ $354$ 354 (7) DN75mmPE管 m 9 25.4200000000000017053025658242404460906982421875 229 9 33.43999999999999772626324556767940521240234375 301 72 5 $DN75mmPE管$33.44$ $357$ 357 0900094 2.5.8 排气阀井 座 3 607.3300000000000409272615797817707061767578125 1822 3 657 1971 149 4 44 (1) 土方开挖 m3 2.54999999999999982236431605997495353221893310546875 7.1500000000000003552713678800500929355621337890625 18 2.54999999999999982236431605997495353221893310546875 6.910000000000000142108547152020037174224853515625 18 0 5 $土方开挖$6.91$ $359$ 359 (2) 土方夯填 m3实方 1.770000000000000017763568394002504646778106689453125 8.949999999999999289457264239899814128875732421875 16 1.770000000000000017763568394002504646778106689453125 8.6400000000000005684341886080801486968994140625 15 -1 5 $土方夯填$8.64$ $361$ 361 (3) 预制C30钢筋混凝土盖板 m3 0.190000000000000002220446049250313080847263336181640625 733.98000000000001818989403545856475830078125 139 0.190000000000000002220446049250313080847263336181640625 747.0700000000000500222085975110530853271484375 142 3 5 $预制C30钢筋混凝土盖板$747.07$ $363$ 363 (4) 钢筋制作安装 t 0.0299999999999999988897769753748434595763683319091796875 6348.6800000000002910383045673370361328125 190 0.0299999999999999988897769753748434595763683319091796875 6132.2200000000002546585164964199066162109375 184 -6 5 $钢筋制作安装$6132.22$ $367$ 367 (5) C15混凝土排气阀井 m3 1.62999999999999989341858963598497211933135986328125 545.200000000000045474735088646411895751953125 889 1.62999999999999989341858963598497211933135986328125 569.19000000000005456968210637569427490234375 928 39 5 $C15混凝土排气阀井$569.19$ $369$ 369 0400053 (6) 胶合木模板制作及安装、拆除 m2 19.980000000000000426325641456060111522674560546875 28.510000000000001563194018672220408916473388671875 570 19.980000000000000426325641456060111522674560546875 34.22999999999999687361196265555918216705322265625 684 114 5 $胶合木模板制作及安装、拆除$34.23$ $373$ 373 2.5.9 水量计量设施 0 0 4522 0 0 4546 24 4 45 2.5.9.1 巴歇尔槽 0 0 2250 0 0 2279 29 5 46 (1) 人工挖沟槽土方 m3 2.339999999999999857891452847979962825775146484375 18.160000000000000142108547152020037174224853515625 42 2.339999999999999857891452847979962825775146484375 10.0999999999999996447286321199499070644378662109375 24 -18 6 $人工挖沟槽土方$10.1$ $376$ 376 (2) 土方回填 m3实方 0.2800000000000000266453525910037569701671600341796875 20.8900000000000005684341886080801486968994140625 6 0.2800000000000000266453525910037569701671600341796875 8.6400000000000005684341886080801486968994140625 2 -4 6 $土方回填$8.64$ $378$ 378 (3) 预制巴歇尔槽构件 组 1 1500 1500 1 1500 1500 0 6 $预制巴歇尔槽构件$1500$ $380$ 380 BC (4) C15砼现浇槽 m3 1.12000000000000010658141036401502788066864013671875 526.9099999999999681676854379475116729736328125 590 1.12000000000000010658141036401502788066864013671875 551.529999999999972715158946812152862548828125 618 28 6 $C15砼现浇槽$551.53$ $381$ 381 0400054 (5) 胶合木模板制作及安装、拆除 m2 3.930000000000000159872115546022541821002960205078125 28.510000000000001563194018672220408916473388671875 112 3.930000000000000159872115546022541821002960205078125 34.22999999999999687361196265555918216705322265625 135 23 6 $胶合木模板制作及安装、拆除$34.23$ $385$ 385 2.5.9.2 水表井 0 0 2272 0 0 2267 -5 5 47 (1) 土方开挖 m3 0.88000000000000000444089209850062616169452667236328125 7.1500000000000003552713678800500929355621337890625 6 0.88000000000000000444089209850062616169452667236328125 6.910000000000000142108547152020037174224853515625 6 0 6 $土方开挖$6.91$ $388$ 388 (2) 土方夯填 m3实方 0.58999999999999996891375531049561686813831329345703125 8.949999999999999289457264239899814128875732421875 5 0.58999999999999996891375531049561686813831329345703125 8.6400000000000005684341886080801486968994140625 5 0 6 $土方夯填$8.64$ $390$ 390 (3) 预制C30钢筋混凝土盖板 m3 0.059999999999999997779553950749686919152736663818359375 733.98000000000001818989403545856475830078125 44 0.059999999999999997779553950749686919152736663818359375 747.0700000000000500222085975110530853271484375 45 1 6 $预制C30钢筋混凝土盖板$747.07$ $392$ 392 (4) 钢筋制作安装 t 0.01000000000000000020816681711721685132943093776702880859375 6348.6800000000002910383045673370361328125 63 0.01000000000000000020816681711721685132943093776702880859375 6132.2200000000002546585164964199066162109375 61 -2 6 $钢筋制作安装$6132.22$ $396$ 396 (5) C15混凝土水表井 m3 0.560000000000000053290705182007513940334320068359375 545.200000000000045474735088646411895751953125 305 0.560000000000000053290705182007513940334320068359375 569.19000000000005456968210637569427490234375 319 14 6 $C15混凝土水表井$569.19$ $398$ 398 0400053 (6) 胶合木模板制作及安装、拆除 m2 6.9000000000000003552713678800500929355621337890625 28.510000000000001563194018672220408916473388671875 197 6.9000000000000003552713678800500929355621337890625 34.22999999999999687361196265555918216705322265625 236 39 6 $胶合木模板制作及安装、拆除$34.23$ $402$ 402 (7) 水表安装 个 1 1651.640000000000100044417195022106170654296875 1652 1 1595.329999999999927240423858165740966796875 1595 -57 6 $水表安装$1595.33$ $406$ 406 0900105 3 田间道路 0 0 308342 0 0 308092 -250 2 48 3.1 **生产路Ⅰ m 1926 85.56000000000000227373675443232059478759765625 164787 1926 82.650000000000005684341886080801486968994140625 159190 -5597 3 49 (1) 土方开挖 m3 9218.850000000000363797880709171295166015625 3.0099999999999997868371792719699442386627197265625 27749 9218.850000000000363797880709171295166015625 2.910000000000000142108547152020037174224853515625 26827 -922 4 $土方开挖$2.91$ $408$ 408 0100016 (2) 土方夯填(机械) m3实方 3633.2100000000000363797880709171295166015625 8.949999999999999289457264239899814128875732421875 32517 3633.2100000000000363797880709171295166015625 8.6400000000000005684341886080801486968994140625 31391 -1126 4 $土方夯填(机械)$8.64$ $412$ 412 (3) 碎石路面厚100mm m3 500.759999999999990905052982270717620849609375 168.460000000000007958078640513122081756591796875 84358 500.759999999999990905052982270717620849609375 162.710000000000007958078640513122081756591796875 81479 -2879 4 $碎石路面厚100mm$162.71$ $576$ 576 0300002 (4) 路基土方夯填 m3实方 5585.399999999999636202119290828704833984375 3.609999999999999875655021241982467472553253173828125 20163 5585.399999999999636202119290828704833984375 3.4900000000000002131628207280300557613372802734375 19493 -670 4 $路基土方夯填$3.49$ $416$ 416 0300134 3.2 水泥台阶路 m 627 138.289999999999992041921359486877918243408203125 86705 627 143.229999999999989768184605054557323455810546875 89806 3101 3 50 (1) 土方开挖 m3 357.8500000000000227373675443232059478759765625 7.1500000000000003552713678800500929355621337890625 2559 357.8500000000000227373675443232059478759765625 6.910000000000000142108547152020037174224853515625 2473 -86 4 $土方开挖$6.91$ $419$ 419 (2) 土方夯填 m3实方 215.770000000000010231815394945442676544189453125 8.949999999999999289457264239899814128875732421875 1931 215.770000000000010231815394945442676544189453125 8.6400000000000005684341886080801486968994140625 1864 -67 4 $土方夯填$8.64$ $421$ 421 (3) C15砼路面 m3 142.080000000000012505552149377763271331787109375 529.700000000000045474735088646411895751953125 75260 142.080000000000012505552149377763271331787109375 554.220000000000027284841053187847137451171875 78744 3484 4 $C15砼路面$554.22$ $423$ 423 0400045 (4) 原土夯实 m2 1209.59999999999990905052982270717620849609375 5.75 6955 1209.59999999999990905052982270717620849609375 5.55999999999999960920149533194489777088165283203125 6725 -230 4 $原土夯实$5.56$ $427$ 427 0100331 3.3 回车台 个 2 1293.5 2587 2 1437.5 2875 288 3 51 (1) 土方开挖 m3 6.8499999999999996447286321199499070644378662109375 3.0099999999999997868371792719699442386627197265625 21 6.8499999999999996447286321199499070644378662109375 2.910000000000000142108547152020037174224853515625 20 -1 4 $土方开挖$2.91$ $429$ 429 (2) 土方回填 m3实方 2.37000000000000010658141036401502788066864013671875 2.140000000000000124344978758017532527446746826171875 5 2.37000000000000010658141036401502788066864013671875 2.060000000000000053290705182007513940334320068359375 5 0 4 $土方回填$2.06$ $436$ 436 0300150 (3) 路基土方夯填200mm m3实方 141.5 3.609999999999999875655021241982467472553253173828125 511 141.5 3.4900000000000002131628207280300557613372802734375 494 -17 4 $路基土方夯填200mm$3.49$ $438$ 438 0300134 (4) 砂碎石路面厚100mm m2 141.5 14.4900000000000002131628207280300557613372802734375 2050 141.5 16.64999999999999857891452847979962825775146484375 2356 306 4 $砂碎石路面厚100mm$16.65$ $441$ 441 0800023 3.4 错车道 个 5 609.200000000000045474735088646411895751953125 3046 5 677.799999999999954525264911353588104248046875 3389 343 3 52 (1) 土方开挖 m3 1.5700000000000000621724893790087662637233734130859375 3.0099999999999997868371792719699442386627197265625 5 1.5700000000000000621724893790087662637233734130859375 2.910000000000000142108547152020037174224853515625 5 0 4 $土方开挖$2.91$ $443$ 443 (2) 土方回填 m3实方 0.270000000000000017763568394002504646778106689453125 2.140000000000000124344978758017532527446746826171875 1 0.270000000000000017763568394002504646778106689453125 2.060000000000000053290705182007513940334320068359375 1 0 4 $土方回填$2.06$ $446$ 446 (3) 路基土方夯填200mm m3实方 168 3.609999999999999875655021241982467472553253173828125 606 168 3.4900000000000002131628207280300557613372802734375 586 -20 4 $路基土方夯填200mm$3.49$ $448$ 448 (4) 砂碎石路面厚100mm m2 168 14.4900000000000002131628207280300557613372802734375 2434 168 16.64999999999999857891452847979962825775146484375 2797 363 4 $砂碎石路面厚100mm$16.65$ $451$ 451 3.5 涵洞 0 0 51217 0 0 52832 1615 3 53 (1) 土方开挖(人机结合) m3 213.159999999999996589394868351519107818603515625 3.0099999999999997868371792719699442386627197265625 642 213.159999999999996589394868351519107818603515625 2.910000000000000142108547152020037174224853515625 620 -22 4 $土方开挖(人机结合)$2.91$ $453$ 453 (2) 土方夯填(机械) m3实方 113.2399999999999948840923025272786617279052734375 8.949999999999999289457264239899814128875732421875 1013 113.2399999999999948840923025272786617279052734375 8.6400000000000005684341886080801486968994140625 978 -35 4 $土方夯填(机械)$8.64$ $456$ 456 (3) C25埋石混凝土(埋石率20%) m3 61.25999999999999801048033987171947956085205078125 513.3700000000000045474735088646411895751953125 31449 61.25999999999999801048033987171947956085205078125 527.9600000000000363797880709171295166015625 32343 894 4 $C25埋石混凝土(埋石率20%)$527.96$ $458$ 458 0400065 (4) C25混凝土台帽 m3 2.640000000000000124344978758017532527446746826171875 554.9299999999999499777914024889469146728515625 1465 2.640000000000000124344978758017532527446746826171875 576.1299999999999954525264911353588104248046875 1521 56 4 $C25混凝土台帽$576.13$ $462$ 462 0400061 (5) C25混凝土梁及面板 m3 6.9000000000000003552713678800500929355621337890625 581.8999999999999772626324556767940521240234375 4015 6.9000000000000003552713678800500929355621337890625 602.1799999999999499777914024889469146728515625 4155 140 4 $C25混凝土梁及面板$602.18$ $466$ 466 0400041 (6) 碎石垫层 m3 17.379999999999999005240169935859739780426025390625 168.460000000000007958078640513122081756591796875 2928 17.379999999999999005240169935859739780426025390625 162.710000000000007958078640513122081756591796875 2828 -100 4 $碎石垫层$162.71$ $470$ 470 0300002 (7) 钢筋制作安装 t 0.770000000000000017763568394002504646778106689453125 6348.6800000000002910383045673370361328125 4888 0.770000000000000017763568394002504646778106689453125 6132.2200000000002546585164964199066162109375 4722 -166 4 $钢筋制作安装$6132.22$ $472$ 472 (8) 胶合木模板制作及安装、拆除 m2 147.93000000000000682121026329696178436279296875 28.510000000000001563194018672220408916473388671875 4217 147.93000000000000682121026329696178436279296875 34.22999999999999687361196265555918216705322265625 5064 847 4 $胶合木模板制作及安装、拆除$34.23$ $474$ 474 (9) 土工布 m2 6.28000000000000024868995751603506505489349365234375 10.78999999999999914734871708787977695465087890625 68 6.28000000000000024868995751603506505489349365234375 10.4199999999999999289457264239899814128875732421875 65 -3 4 $土工布$10.42$ $477$ 477 (10) DN25mmPVC管安装 m 15.199999999999999289457264239899814128875732421875 10.1099999999999994315658113919198513031005859375 154 15.199999999999999289457264239899814128875732421875 9.769999999999999573674358543939888477325439453125 149 -5 4 $DN25mmPVC管安装$9.77$ $479$ 479 0900093 (11) 级配碎石反滤层 m3 1.0500000000000000444089209850062616169452667236328125 169.06000000000000227373675443232059478759765625 178 1.0500000000000000444089209850062616169452667236328125 178.340000000000003410605131648480892181396484375 187 9 4 $级配碎石反滤层$178.34$ $481$ 481 0300007 (12) 安全警示牌 块 1 200 200 1 200 200 0 4 $安全警示牌$200$ $483$ 483 BC 4 其他工程 0 0 3000 0 0 3000 0 2 54 4.1 标志牌 座 1 3000 3000 1 3000 3000 0 3 55 (1) 标志牌 座 1 3000 3000 1 3000 3000 0 4 $标志牌$3000$ $484$ 484 BC 合 计 1539534 1472896 -66638 A 表三 建筑工程审核表 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 编号 工程或费用名称 单位 审核前造价 审核后造价 差价 级别 工程量 单价(元) 合价(元) 工程量 单价(元) 合价(元) 审核增 审核减 第一部分 建筑工程 项 0 0 1539534 0 0 1472896 90159 156797 1 1 1 土地平整 0 0 24941 0 0 24248 0 693 2 17 1.1 细部平整 亩 51.96000000000000085265128291212022304534912109375 480 24941 51.96000000000000085265128291212022304534912109375 466.67000000000001591615728102624416351318359375 24248 0 693 3 18 (1) 杂草清除 m2 34640.3199999999997089616954326629638671875 0.7199999999999999733546474089962430298328399658203125 24941 34640.3199999999997089616954326629638671875 0.6999999999999999555910790149937383830547332763671875 24248 0 693 4 $杂草清除$0.7$ $1$ 1 (1007×0.2+1005×0.8)×0.5 2 灌溉与排水工程 0 0 1203251 0 0 1137556 84060 149755 2 19 2.1 水源工程 0 0 255596 0 0 261099 11336 5833 3 20 2.1.1 6m3蓄水池 座 7 6832.8599999999996725819073617458343505859375 47830 7 7123.2899999999999636202119290828704833984375 49863 2551 518 4 21 (1) 基坑土方开挖 m3 125.400000000000005684341886080801486968994140625 21.300000000000000710542735760100185871124267578125 2671 125.400000000000005684341886080801486968994140625 20.5799999999999982946974341757595539093017578125 2581 0 90 5 $基坑土方开挖$20.58$ $6$ 6 0100219 (2) 土方夯填 m3实方 103.8299999999999982946974341757595539093017578125 20.8900000000000005684341886080801486968994140625 2169 103.8299999999999982946974341757595539093017578125 20.1700000000000017053025658242404460906982421875 2094 0 75 5 $土方夯填$20.17$ $10$ 10 0300129 (3) C15素砼垫层厚 100mm m3 4.70000000000000017763568394002504646778106689453125 527.5900000000000318323145620524883270263671875 2480 4.70000000000000017763568394002504646778106689453125 552.19000000000005456968210637569427490234375 2595 115 0 5 $C15素砼垫层厚100mm$552.19$ $529$ 529 0400390 (4) C20钢筋砼池底厚200mm m3 6.910000000000000142108547152020037174224853515625 570.6499999999999772626324556767940521240234375 3943 6.910000000000000142108547152020037174224853515625 592.9600000000000363797880709171295166015625 4097 154 0 5 $C20钢筋砼池底厚200mm$592.96$ $18$ 18 0400045 (5) C20钢筋砼池壁厚200mm m3 19.010000000000001563194018672220408916473388671875 580.8400000000000318323145620524883270263671875 11042 19.010000000000001563194018672220408916473388671875 602.7899999999999636202119290828704833984375 11459 417 0 5 $C20钢筋砼池壁厚200mm$602.79$ $25$ 25 0400063 (6) 钢筋制作安装 t 1.3200000000000000621724893790087662637233734130859375 6348.6800000000002910383045673370361328125 8380 1.3200000000000000621724893790087662637233734130859375 6132.2200000000002546585164964199066162109375 8095 0 285 5 $钢筋制作安装$6132.22$ $29$ 29 0400360 (7) 胶合木模板制作及安装、拆除 m2 312 28.510000000000001563194018672220408916473388671875 8895 312 34.22999999999999687361196265555918216705322265625 10680 1785 0 5 $胶合木模板制作及安装、拆除$34.23$ $31$ 31 0500053 (8) 铁丝网护栏(采用防锈钢丝) m2 79.2000000000000028421709430404007434844970703125 60 4752 79.2000000000000028421709430404007434844970703125 60 4752 0 0 5 $铁丝网护栏(采用防锈钢丝)$60$ $35$ 35 BC (9) DN90mmPE管排污阀 个 6 328.25 1970 6 317.06000000000000227373675443232059478759765625 1902 0 68 5 $DN90mmPE管排污阀$317.06$ $36$ 36 0900106 (10) DN90mmPE管 m 10.199999999999999289457264239899814128875732421875 32.2000000000000028421709430404007434844970703125 328 10.199999999999999289457264239899814128875732421875 40 408 80 0 5 $DN90mmPE管$40$ $38$ 38 0900095 (11) 安全警示牌 块 6 200 1200 6 200 1200 0 0 5 $安全警示牌$200$ $40$ 40 BC 2.1.2 18m3蓄水池 座 10 14070.399999999999636202119290828704833984375 140704 10 14228 142280 5924 4348 4 22 (1) 基坑土方开挖 m3 499.8600000000000136424205265939235687255859375 21.300000000000000710542735760100185871124267578125 10647 499.8600000000000136424205265939235687255859375 20.5799999999999982946974341757595539093017578125 10287 0 360 5 $基坑土方开挖$20.58$ $41$ 41 (2) 土方夯填 m3实方 351.5 20.8900000000000005684341886080801486968994140625 7343 351.5 20.1700000000000017053025658242404460906982421875 7090 0 253 5 $土方夯填$20.17$ $43$ 43 (3) C15素砼垫层厚 100mm m3 14.4399999999999995026200849679298698902130126953125 527.5900000000000318323145620524883270263671875 7618 14.4399999999999995026200849679298698902130126953125 552.19000000000005456968210637569427490234375 7974 356 0 5 $C15素砼垫层厚100mm$552.19$ $563$ 563 (4) C20钢筋砼池底厚200mm m3 28.879999999999999005240169935859739780426025390625 561.950000000000045474735088646411895751953125 16229 23.120000000000000994759830064140260219573974609375 584.55999999999994543031789362430572509765625 13515 0 2714 5 $C20钢筋砼池底厚200mm$584.56$ $567$ 567 0400046 (5) C20钢筋砼池壁厚200mm m3 58.88000000000000255795384873636066913604736328125 580.8400000000000318323145620524883270263671875 34200 58.88000000000000255795384873636066913604736328125 602.7899999999999636202119290828704833984375 35492 1292 0 5 $C20钢筋砼池壁厚200mm$602.79$ $53$ 53 (6) 钢筋制作安装 t 4.20000000000000017763568394002504646778106689453125 6348.6800000000002910383045673370361328125 26664 4.20000000000000017763568394002504646778106689453125 6132.2200000000002546585164964199066162109375 25755 0 909 5 $钢筋制作安装$6132.22$ $57$ 57 (7) 胶合木模板制作及安装、拆除 m2 724.3999999999999772626324556767940521240234375 28.510000000000001563194018672220408916473388671875 20653 724.3999999999999772626324556767940521240234375 34.22999999999999687361196265555918216705322265625 24796 4143 0 5 $胶合木模板制作及安装、拆除$34.23$ $59$ 59 (8) 铁丝网护栏(采用防锈钢丝) m2 192 60 11520 192 60 11520 0 0 5 $铁丝网护栏(采用防锈钢丝)$60$ $62$ 62 BC (9) DN90mmPE管排污阀 个 10 328.25 3283 10 317.06000000000000227373675443232059478759765625 3171 0 112 5 $DN90mmPE管排污阀$317.06$ $63$ 63 (10) DN90mmPE管 m 17 32.2000000000000028421709430404007434844970703125 547 17 40 680 133 0 5 $DN90mmPE管$40$ $65$ 65 (11) 安全警示牌 块 10 200 2000 10 200 2000 0 0 5 $安全警示牌$200$ $67$ 67 BC 2.1.3 48m3蓄水池 座 1 41823 41823 1 42322 42322 1263 764 4 23 (1) 基坑土方开挖 m3 239.1399999999999863575794734060764312744140625 21.300000000000000710542735760100185871124267578125 5094 239.1399999999999863575794734060764312744140625 20.5799999999999982946974341757595539093017578125 4922 0 172 5 $基坑土方开挖$20.58$ $68$ 68 (2) 土方夯填 m3实方 167.259999999999990905052982270717620849609375 20.8900000000000005684341886080801486968994140625 3494 167.259999999999990905052982270717620849609375 20.1700000000000017053025658242404460906982421875 3374 0 120 5 $土方夯填$20.17$ $70$ 70 (3) C15素砼垫层厚 100mm m3 2.5 527.5900000000000318323145620524883270263671875 1319 2.5 552.19000000000005456968210637569427490234375 1380 61 0 5 $C15素砼垫层厚100mm$552.19$ $572$ 572 (4) C20钢筋砼池底厚300mm m3 6.3499999999999996447286321199499070644378662109375 561.950000000000045474735088646411895751953125 3568 6.3499999999999996447286321199499070644378662109375 584.55999999999994543031789362430572509765625 3712 144 0 5 $C20钢筋砼池底厚300mm$584.56$ $76$ 76 0400046 (5) C20钢筋砼池壁厚300mm m3 15.480000000000000426325641456060111522674560546875 567.200000000000045474735088646411895751953125 8780 15.480000000000000426325641456060111522674560546875 589.6200000000000045474735088646411895751953125 9127 347 0 5 $C20钢筋砼池壁厚300mm$589.62$ $80$ 80 0400064 (6) C15砼压顶 m3 1.0300000000000000266453525910037569701671600341796875 545.6499999999999772626324556767940521240234375 562 1.0300000000000000266453525910037569701671600341796875 569.6299999999999954525264911353588104248046875 587 25 0 5 $C15砼压顶$569.63$ $96$ 96 0400135 (7) 钢筋制作安装 t 2.12999999999999989341858963598497211933135986328125 6348.6800000000002910383045673370361328125 13523 2.12999999999999989341858963598497211933135986328125 6132.2200000000002546585164964199066162109375 13062 0 461 5 $钢筋制作安装$6132.22$ $84$ 84 (8) 铁丝网护栏(采用防锈钢丝) m2 25.800000000000000710542735760100185871124267578125 60 1548 25.800000000000000710542735760100185871124267578125 60 1548 0 0 5 $铁丝网护栏(采用防锈钢丝)$60$ $89$ 89 BC (9) 胶合木模板制作及安装、拆除 m2 117.8299999999999982946974341757595539093017578125 28.510000000000001563194018672220408916473388671875 3359 117.8299999999999982946974341757595539093017578125 34.22999999999999687361196265555918216705322265625 4033 674 0 5 $胶合木模板制作及安装、拆除$34.23$ $86$ 86 (10) DN90mmPE管排污阀 个 1 328.25 328 1 317.06000000000000227373675443232059478759765625 317 0 11 5 $DN90mmPE管排污阀$317.06$ $90$ 90 (11) DN90mmPE管 m 1.5 32.2000000000000028421709430404007434844970703125 48 1.5 40 60 12 0 5 $DN90mmPE管$40$ $92$ 92 (12) 安全警示牌 块 1 200 200 1 200 200 0 0 5 $安全警示牌$200$ $94$ 94 BC 2.1.4 小型拦河坝 座 6 4206.5 25239 6 4439 26634 1598 203 4 24 (1) 土方开挖 m3 33.78999999999999914734871708787977695465087890625 21.300000000000000710542735760100185871124267578125 720 33.78999999999999914734871708787977695465087890625 20.5799999999999982946974341757595539093017578125 695 0 25 5 $土方开挖$20.58$ $100$ 100 0100219 (2) 土方夯填 m3实方 6.79999999999999982236431605997495353221893310546875 20.8900000000000005684341886080801486968994140625 142 6.79999999999999982236431605997495353221893310546875 20.1700000000000017053025658242404460906982421875 137 0 5 5 $土方夯填$20.17$ $102$ 102 (3) C20混凝土坝体 m3 18.550000000000000710542735760100185871124267578125 520.76999999999998181010596454143524169921875 9660 18.550000000000000710542735760100185871124267578125 545.19000000000005456968210637569427490234375 10113 453 0 5 $C20混凝土坝体$545.19$ $104$ 104 0400004 (4) C20混凝土护坦 m3 9.019999999999999573674358543939888477325439453125 530.6699999999999590727384202182292938232421875 4787 9.019999999999999573674358543939888477325439453125 554.3400000000000318323145620524883270263671875 5000 213 0 5 $C20混凝土护坦$554.34$ $108$ 108 0400044 (5) 胶合木模板制作及安装、拆除 m2 119.7300000000000039790393202565610408782958984375 28.510000000000001563194018672220408916473388671875 3414 119.7300000000000039790393202565610408782958984375 34.22999999999999687361196265555918216705322265625 4098 684 0 5 $胶合木模板制作及安装、拆除$34.23$ $112$ 112 (6) 级配碎石反滤层 m3 4.04000000000000003552713678800500929355621337890625 165.009999999999990905052982270717620849609375 667 4.04000000000000003552713678800500929355621337890625 174.43000000000000682121026329696178436279296875 705 38 0 5 $级配碎石反滤层$174.43$ $115$ 115 0300006 (7) DN50mmPVC管安装 m 14.4000000000000003552713678800500929355621337890625 14.7200000000000006394884621840901672840118408203125 212 14.4000000000000003552713678800500929355621337890625 14.2200000000000006394884621840901672840118408203125 205 0 7 5 $DN50mmPVC管安装$14.22$ $117$ 117 0900093 (8) 卵石夯填 m3实方 6.45999999999999996447286321199499070644378662109375 118.81999999999999317878973670303821563720703125 768 6.45999999999999996447286321199499070644378662109375 151.3700000000000045474735088646411895751953125 978 210 0 5 $卵石夯填$151.37$ $119$ 119 0300157 (9) 编织袋装土围堰及拆除 m3 33 120.900000000000005684341886080801486968994140625 3990 33 116.780000000000001136868377216160297393798828125 3854 0 136 5 $编织袋装土围堰及拆除$116.78$ $121$ 121 0900240 (10) 抽水台班 台班 6 146.469999999999998863131622783839702606201171875 879 6 141.479999999999989768184605054557323455810546875 849 0 30 5 $抽水台班$141.48$ $124$ 124 0101001 2.2 渠道工程 0 0 155878 0 0 161312 11884 6450 3 25 2.2.1 **排灌渠 m 733 185.460000000000007958078640513122081756591796875 135941 733 191.219999999999998863131622783839702606201171875 140167 10661 6435 4 26 (1) 人工挖沟槽土方 m3 392.16000000000002501110429875552654266357421875 18.160000000000000142108547152020037174224853515625 7122 392.16000000000002501110429875552654266357421875 10.0999999999999996447286321199499070644378662109375 3961 0 3161 5 $人工挖沟槽土方$10.1$ $126$ 126 0100048 (2) 土方回填 m3实方 238.229999999999989768184605054557323455810546875 20.8900000000000005684341886080801486968994140625 4977 238.229999999999989768184605054557323455810546875 8.6400000000000005684341886080801486968994140625 2058 0 2919 5 $土方回填$8.64$ $128$ 128 0300151 (3) 现浇C15混凝土渠槽(b≤500) (人工运距100m) m3 131.93999999999999772626324556767940521240234375 572.6399999999999863575794734060764312744140625 75554 131.93999999999999772626324556767940521240234375 595.700000000000045474735088646411895751953125 78597 3043 0 5 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$ $130$ 130 0400052 (4) 人工铺筑碎石垫层 m3 51.31000000000000227373675443232059478759765625 168.460000000000007958078640513122081756591796875 8644 51.31000000000000227373675443232059478759765625 162.710000000000007958078640513122081756591796875 8349 0 295 5 $人工铺筑碎石垫层$162.71$ $134$ 134 0300002 (5) 沥青木板伸缩缝 m2 13.1899999999999995026200849679298698902130126953125 133.669999999999987494447850622236728668212890625 1763 13.1899999999999995026200849679298698902130126953125 129.1100000000000136424205265939235687255859375 1703 0 60 5 $沥青木板伸缩缝$129.11$ $136$ 136 0400359 (6) 胶合木模板制作及安装、拆除 m2 1319.40000000000009094947017729282379150390625 28.510000000000001563194018672220408916473388671875 37616 1319.40000000000009094947017729282379150390625 34.22999999999999687361196265555918216705322265625 45163 7547 0 5 $胶合木模板制作及安装、拆除$34.23$ $138$ 138 (7) DN50mmPE给水管 m 18 14.7200000000000006394884621840901672840118408203125 265 18 18.660000000000000142108547152020037174224853515625 336 71 0 5 $DN50mmPE给水管$18.66$ $141$ 141 0900093 2.2.2 改建排灌渠 m 1100 18.120000000000000994759830064140260219573974609375 19937 1100 19.219999999999998863131622783839702606201171875 21145 1223 15 4 27 (1) 槽底清淤泥、流沙 m3 33 18.160000000000000142108547152020037174224853515625 599 33 32.1400000000000005684341886080801486968994140625 1061 462 0 5 $槽底清淤泥、流沙$32.14$ $143$ 143 0100040 (2) 现浇C15混凝土渠槽(b≤500) (人工运距100m) m3 33 572.6399999999999863575794734060764312744140625 18897 33 595.700000000000045474735088646411895751953125 19658 761 0 5 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$ $147$ 147 (3) 沥青木板伸缩缝 m2 3.29999999999999982236431605997495353221893310546875 133.669999999999987494447850622236728668212890625 441 3.29999999999999982236431605997495353221893310546875 129.1100000000000136424205265939235687255859375 426 0 15 5 $沥青木板伸缩缝$129.11$ $151$ 151 2.3 高效节水灌溉工程 0 0 501996 0 0 408771 43300 136525 3 28 2.3.1 管灌 0 0 501996 0 0 408771 43300 136525 4 29 2.3.1.1 干管DN50mmPE管 m 1612 58.61999999999999744204615126363933086395263671875 94490 1612 44.5499999999999971578290569595992565155029296875 71811 6351 29030 5 30 (1) 人工挖沟槽土方 m3 1472.970000000000027284841053187847137451171875 18.160000000000000142108547152020037174224853515625 26749 1472.970000000000027284841053187847137451171875 10.0999999999999996447286321199499070644378662109375 14877 0 11872 6 $人工挖沟槽土方$10.1$ $153$ 153 (2) 土方回填 m3实方 1356.9600000000000363797880709171295166015625 20.8900000000000005684341886080801486968994140625 28347 1356.9600000000000363797880709171295166015625 8.6400000000000005684341886080801486968994140625 11724 0 16623 6 $土方回填$8.64$ $155$ 155 (3) 砂垫层 m3实方 112.840000000000003410605131648480892181396484375 120.2300000000000039790393202565610408782958984375 13567 112.840000000000003410605131648480892181396484375 116.1299999999999954525264911353588104248046875 13104 0 463 6 $砂垫层$116.13$ $158$ 158 0300159 (4) DN50mmPE管(0.60Mpa) m 1612 14.7200000000000006394884621840901672840118408203125 23729 1612 18.660000000000000142108547152020037174224853515625 30080 6351 0 6 $DN50mmPE管(0.60Mpa)$18.66$ $160$ 160 0900093 (5) DN50mmPE管三通 个 21 19.03999999999999914734871708787977695465087890625 400 21 18.3900000000000005684341886080801486968994140625 386 0 14 6 $DN50mmPE管三通$18.39$ $162$ 162 0900104 (6) DN50mmPE管闸阀 个 56 30.3299999999999982946974341757595539093017578125 1698 56 29.28999999999999914734871708787977695465087890625 1640 0 58 6 $DN50mmPE管闸阀$29.29$ $164$ 164 0900104 2.3.1.2 干管DN63mmPE管 m 1304 65.93999999999999772626324556767940521240234375 85990 1304 49.969999999999998863131622783839702606201171875 65156 3481 24315 5 31 (1) 人工挖沟槽土方 m3 1231.700000000000045474735088646411895751953125 18.160000000000000142108547152020037174224853515625 22368 1231.700000000000045474735088646411895751953125 10.0999999999999996447286321199499070644378662109375 12440 0 9928 6 $人工挖沟槽土方$10.1$ $167$ 167 (2) 土方回填 m3实方 1134.660000000000081854523159563541412353515625 20.8900000000000005684341886080801486968994140625 23703 1134.660000000000081854523159563541412353515625 8.6400000000000005684341886080801486968994140625 9803 0 13900 6 $土方回填$8.64$ $169$ 169 (3) 砂垫层 m3实方 92.9800000000000039790393202565610408782958984375 120.2300000000000039790393202565610408782958984375 11179 92.9800000000000039790393202565610408782958984375 116.1299999999999954525264911353588104248046875 10798 0 381 6 $砂垫层$116.13$ $171$ 171 (4) DN63mmPE管(0.60Mpa) m 1304 19.660000000000000142108547152020037174224853515625 25637 1304 22.3299999999999982946974341757595539093017578125 29118 3481 0 6 $DN63mmPE管(0.60Mpa)$22.33$ $179$ 179 0900094 (5) DN63mmPE管三通 个 13 26.6400000000000005684341886080801486968994140625 346 13 25.730000000000000426325641456060111522674560546875 334 0 12 6 $DN63mmPE管三通$25.73$ $181$ 181 0900105 (6) DN63mmPE管闸阀 个 32 71.7699999999999960209606797434389591217041015625 2297 32 69.3299999999999982946974341757595539093017578125 2219 0 78 6 $DN63mmPE管闸阀$69.33$ $183$ 183 0900105 (7) DN63mmPE管排气阀 个 2 229.759999999999990905052982270717620849609375 460 2 221.93000000000000682121026329696178436279296875 444 0 16 6 $DN63mmPE管排气阀$221.93$ $185$ 185 0900105 2.3.1.3 干管DN75mmPE管 m 3874 73.1200000000000045474735088646411895751953125 283263 3874 61.92999999999999971578290569595992565155029296875 239900 31070 74433 5 32 (1) 人工挖沟槽土方 m3 3771.09999999999990905052982270717620849609375 18.160000000000000142108547152020037174224853515625 68483 3771.09999999999990905052982270717620849609375 10.0999999999999996447286321199499070644378662109375 38088 0 30395 6 $人工挖沟槽土方$10.1$ $187$ 187 (2) 土方回填 m3实方 3473.1300000000001091393642127513885498046875 20.8900000000000005684341886080801486968994140625 72554 3473.1300000000001091393642127513885498046875 8.6400000000000005684341886080801486968994140625 30008 0 42546 6 $土方回填$8.64$ $189$ 189 (3) 砂垫层 m3实方 280.8700000000000045474735088646411895751953125 120.2300000000000039790393202565610408782958984375 33769 280.8700000000000045474735088646411895751953125 116.1299999999999954525264911353588104248046875 32617 0 1152 6 $砂垫层$116.13$ $191$ 191 (4) DN75mmPE管(0.60Mpa) m 3874 25.4200000000000017053025658242404460906982421875 98477 3874 33.43999999999999772626324556767940521240234375 129547 31070 0 6 $DN75mmPE管(0.60Mpa)$33.44$ $193$ 193 0900094 (5) DN75mmPE管三通 个 37 32.280000000000001136868377216160297393798828125 1194 37 31.17999999999999971578290569595992565155029296875 1154 0 40 6 $DN75mmPE管三通$31.18$ $195$ 195 0900105 (6) DN75mmPE管闸阀 个 88 74.030000000000001136868377216160297393798828125 6515 88 71.5100000000000051159076974727213382720947265625 6293 0 222 6 $DN75mmPE管闸阀$71.51$ $197$ 197 0900105 (7) DN75mmPE管排污阀 个 3 252.330000000000012505552149377763271331787109375 757 3 243.729999999999989768184605054557323455810546875 731 0 26 6 $DN75mmPE管排污阀$243.73$ $199$ 199 0900105 (8) DN75mmPE管排气阀 个 6 252.330000000000012505552149377763271331787109375 1514 6 243.729999999999989768184605054557323455810546875 1462 0 52 6 $DN75mmPE管排气阀$243.73$ $201$ 201 0900105 2.3.1.4 干管DN90mmPE管 m 436 87.7399999999999948840923025272786617279052734375 38253 436 73.1700000000000017053025658242404460906982421875 31904 2398 8747 5 33 (1) 人工挖沟槽土方 m3 440.43000000000000682121026329696178436279296875 18.160000000000000142108547152020037174224853515625 7998 440.43000000000000682121026329696178436279296875 10.0999999999999996447286321199499070644378662109375 4448 0 3550 6 $人工挖沟槽土方$10.1$ $203$ 203 (2) 土方回填 m3实方 405.3899999999999863575794734060764312744140625 20.8900000000000005684341886080801486968994140625 8469 405.3899999999999863575794734060764312744140625 8.6400000000000005684341886080801486968994140625 3503 0 4966 6 $土方回填$8.64$ $205$ 205 (3) 砂垫层 m3实方 32.25999999999999801048033987171947956085205078125 120.2300000000000039790393202565610408782958984375 3879 32.25999999999999801048033987171947956085205078125 116.1299999999999954525264911353588104248046875 3746 0 133 6 $砂垫层$116.13$ $207$ 207 (4) DN90mmPE管(0.60Mpa) m 436 34.5 15042 436 40 17440 2398 0 6 $DN90mmPE管(0.60Mpa)$40$ $209$ 209 0900095 (5) DN90mmPE管三通 个 6 42.36999999999999744204615126363933086395263671875 254 6 40.92999999999999971578290569595992565155029296875 246 0 8 6 $DN90mmPE管三通$40.93$ $211$ 211 0900106 (6) DN90mmPE管闸阀 个 14 164.25 2300 14 158.650000000000005684341886080801486968994140625 2221 0 79 6 $DN90mmPE管闸阀$158.65$ $213$ 213 0900106 (7) DN90mmPE管排气阀 个 1 310.94999999999998863131622783839702606201171875 311 1 300.3500000000000227373675443232059478759765625 300 0 11 6 $DN90mmPE管排气阀$300.35$ $215$ 215 0900106 2.4 排水工程 0 0 208359 0 0 219554 11542 347 3 34 2.4.1 排洪沟 m 184 1132.390000000000100044417195022106170654296875 208359 184 1193.23000000000001818989403545856475830078125 219554 11542 347 4 35 (1) 土方开挖(人机结合) m3 662.3799999999999954525264911353588104248046875 3.0099999999999997868371792719699442386627197265625 1994 662.3799999999999954525264911353588104248046875 2.910000000000000142108547152020037174224853515625 1928 0 66 5 $土方开挖(人机结合)$2.91$ $217$ 217 0100144 (2) 土方夯填(机械) m3实方 289.80000000000001136868377216160297393798828125 8.949999999999999289457264239899814128875732421875 2594 289.80000000000001136868377216160297393798828125 8.6400000000000005684341886080801486968994140625 2504 0 90 5 $土方夯填(机械)$8.64$ $220$ 220 0300151 (3) C25埋石砼(埋石率20%) m3 269.1000000000000227373675443232059478759765625 617.6499999999999772626324556767940521240234375 166210 269.1000000000000227373675443232059478759765625 636.720000000000027284841053187847137451171875 171341 5131 0 5 $C25埋石砼(埋石率20%)$636.72$ $222$ 222 0400133 (4) 级配碎石反滤层 m3 0.1000000000000000055511151231257827021181583404541015625 165.009999999999990905052982270717620849609375 17 0.1000000000000000055511151231257827021181583404541015625 174.43000000000000682121026329696178436279296875 17 0 0 5 $级配碎石反滤层$174.43$ $226$ 226 (5) 土工布 m2 46.219999999999998863131622783839702606201171875 10.78999999999999914734871708787977695465087890625 499 46.219999999999998863131622783839702606201171875 10.4199999999999999289457264239899814128875732421875 482 0 17 5 $土工布$10.42$ $228$ 228 0900218 (6) DN50mmPVC管安装 m 101.2000000000000028421709430404007434844970703125 14.7200000000000006394884621840901672840118408203125 1490 101.2000000000000028421709430404007434844970703125 14.2200000000000006394884621840901672840118408203125 1439 0 51 5 $DN50mmPVC管安装$14.22$ $232$ 232 (7) 沥青木板伸缩缝 m2 26.910000000000000142108547152020037174224853515625 133.669999999999987494447850622236728668212890625 3597 26.910000000000000142108547152020037174224853515625 129.1100000000000136424205265939235687255859375 3474 0 123 5 $沥青木板伸缩缝$129.11$ $234$ 234 (8) 胶合木模板制作及安装、拆除 m2 1120.930000000000063664629124104976654052734375 28.510000000000001563194018672220408916473388671875 31958 1120.930000000000063664629124104976654052734375 34.22999999999999687361196265555918216705322265625 38369 6411 0 5 $胶合木模板制作及安装、拆除$34.23$ $236$ 236 2.5 附属建筑 0 0 81422 0 0 86820 5998 600 3 36 2.5.1 进水前池 座 10 965.8999999999999772626324556767940521240234375 9659 10 1050.200000000000045474735088646411895751953125 10502 858 15 4 37 (1) 土方开挖 m3 21.559999999999998721023075631819665431976318359375 21.300000000000000710542735760100185871124267578125 459 21.559999999999998721023075631819665431976318359375 20.5799999999999982946974341757595539093017578125 444 0 15 5 $土方开挖$20.58$ $241$ 241 (2) C15现浇砼进水前池 m3 11.5600000000000004973799150320701301097869873046875 545.200000000000045474735088646411895751953125 6303 11.5600000000000004973799150320701301097869873046875 569.19000000000005456968210637569427490234375 6580 277 0 5 $C15现浇砼进水前池$569.19$ $243$ 243 0400053 (3) 胶合木模板制作及安装、拆除 m2 101.599999999999994315658113919198513031005859375 28.510000000000001563194018672220408916473388671875 2897 101.599999999999994315658113919198513031005859375 34.22999999999999687361196265555918216705322265625 3478 581 0 5 $胶合木模板制作及安装、拆除$34.23$ $247$ 247 2.5.2 沉沙池 个 7 1452.2899999999999636202119290828704833984375 10166 7 1552.569999999999936335370875895023345947265625 10868 733 31 4 38 (1) 土方开挖 m3 18.42999999999999971578290569595992565155029296875 21.300000000000000710542735760100185871124267578125 393 18.42999999999999971578290569595992565155029296875 20.5799999999999982946974341757595539093017578125 379 0 14 5 $土方开挖$20.58$ $250$ 250 (2) C15混凝土沉沙池 m3 12.42999999999999971578290569595992565155029296875 545.200000000000045474735088646411895751953125 6777 12.42999999999999971578290569595992565155029296875 569.19000000000005456968210637569427490234375 7075 298 0 5 $C15混凝土沉沙池$569.19$ $252$ 252 0400053 (3) DN63mmPE管闸阀 个 3 71.7699999999999960209606797434389591217041015625 215 3 69.3299999999999982946974341757595539093017578125 208 0 7 5 $DN63mmPE管闸阀$69.33$ $258$ 258 (4) DN75mmPE管闸阀 个 2 74.030000000000001136868377216160297393798828125 148 2 71.5100000000000051159076974727213382720947265625 143 0 5 5 $DN75mmPE管闸阀$71.51$ $260$ 260 (5) DN90mmPE管闸阀 个 1 164.25 164 1 158.650000000000005684341886080801486968994140625 159 0 5 5 $DN90mmPE管闸阀$158.65$ $262$ 262 (6) 拦污栅 扇 6 50 300 6 50 300 0 0 5 $拦污栅$50$ $264$ 264 BC (7) 胶合木模板制作及安装、拆除 m2 76.0799999999999982946974341757595539093017578125 28.510000000000001563194018672220408916473388671875 2169 76.0799999999999982946974341757595539093017578125 34.22999999999999687361196265555918216705322265625 2604 435 0 5 $胶合木模板制作及安装、拆除$34.23$ $265$ 265 2.5.3 灌溉跌水 个 5 216.400000000000005684341886080801486968994140625 1082 5 215 1075 48 55 4 39 (1) 人工挖沟槽土方 m3 3.529999999999999804600747665972448885440826416015625 18.160000000000000142108547152020037174224853515625 64 3.529999999999999804600747665972448885440826416015625 10.0999999999999996447286321199499070644378662109375 36 0 28 5 $人工挖沟槽土方$10.1$ $281$ 281 (2) 土方回填 m3实方 1.810000000000000053290705182007513940334320068359375 20.8900000000000005684341886080801486968994140625 38 1.810000000000000053290705182007513940334320068359375 8.6400000000000005684341886080801486968994140625 16 0 22 5 $土方回填$8.64$ $283$ 283 (3) 人工铺筑碎石垫层 m3 0.83999999999999996891375531049561686813831329345703125 168.460000000000007958078640513122081756591796875 142 0.83999999999999996891375531049561686813831329345703125 162.710000000000007958078640513122081756591796875 137 0 5 5 $人工铺筑碎石垫层$162.71$ $285$ 285 (4) 现浇C15混凝土渠槽(b≤500) m3 1.29000000000000003552713678800500929355621337890625 572.6399999999999863575794734060764312744140625 739 1.29000000000000003552713678800500929355621337890625 595.700000000000045474735088646411895751953125 768 29 0 5 $现浇C15混凝土渠槽(b≤500)$595.7$ $287$ 287 0400052 (5) 胶合木模板制作及安装、拆除 m2 3.45999999999999996447286321199499070644378662109375 28.510000000000001563194018672220408916473388671875 99 3.45999999999999996447286321199499070644378662109375 34.22999999999999687361196265555918216705322265625 118 19 0 5 $胶合木模板制作及安装、拆除$34.23$ $291$ 291 2.5.4 灌溉涵洞 座 1 565 565 1 578 578 20 7 4 40 (1) 土方开挖 m3 0.200000000000000011102230246251565404236316680908203125 7.1500000000000003552713678800500929355621337890625 1 0.200000000000000011102230246251565404236316680908203125 6.910000000000000142108547152020037174224853515625 1 0 0 5 $土方开挖$6.91$ $294$ 294 0100016 (2) 土方夯填 m3实方 0.05000000000000000277555756156289135105907917022705078125 8.949999999999999289457264239899814128875732421875 0 0.05000000000000000277555756156289135105907917022705078125 8.6400000000000005684341886080801486968994140625 0 0 0 5 $土方夯填$8.64$ $296$ 296 0300151 (3) 砂垫层 m3实方 0.729999999999999982236431605997495353221893310546875 120.2300000000000039790393202565610408782958984375 88 0.729999999999999982236431605997495353221893310546875 116.1299999999999954525264911353588104248046875 85 0 3 5 $砂垫层$116.13$ $298$ 298 (4) 人工铺筑碎石垫层 m3 0.330000000000000015543122344752191565930843353271484375 168.460000000000007958078640513122081756591796875 56 0.330000000000000015543122344752191565930843353271484375 162.710000000000007958078640513122081756591796875 54 0 2 5 $人工铺筑碎石垫层$162.71$ $300$ 300 (5) 现浇C15混凝土渠槽(b≤500) m3 0.299999999999999988897769753748434595763683319091796875 572.6399999999999863575794734060764312744140625 172 0.299999999999999988897769753748434595763683319091796875 595.700000000000045474735088646411895751953125 179 7 0 5 $现浇C15混凝土渠槽(b≤500)$595.7$ $302$ 302 (6) 预制C30钢筋混凝土盖板 m3 0.179999999999999993338661852249060757458209991455078125 733.98000000000001818989403545856475830078125 132 0.179999999999999993338661852249060757458209991455078125 747.0700000000000500222085975110530853271484375 134 2 0 5 $预制C30钢筋混凝土盖板$747.07$ $306$ 306 0400147 (7) 钢筋制作安装 t 0.01000000000000000020816681711721685132943093776702880859375 6348.6800000000002910383045673370361328125 63 0.01000000000000000020816681711721685132943093776702880859375 6132.2200000000002546585164964199066162109375 61 0 2 5 $钢筋制作安装$6132.22$ $310$ 310 (8) 胶合木模板制作及安装、拆除 m2 1.8600000000000000976996261670137755572795867919921875 28.510000000000001563194018672220408916473388671875 53 1.8600000000000000976996261670137755572795867919921875 34.22999999999999687361196265555918216705322265625 64 11 0 5 $胶合木模板制作及安装、拆除$34.23$ $312$ 312 2.5.5 排水涵管 座 9 531.55999999999994543031789362430572509765625 4784 9 513.44000000000005456968210637569427490234375 4621 0 163 4 41 (1) 土方开挖 m3 35.3299999999999982946974341757595539093017578125 7.1500000000000003552713678800500929355621337890625 253 35.3299999999999982946974341757595539093017578125 6.910000000000000142108547152020037174224853515625 244 0 9 5 $土方开挖$6.91$ $315$ 315 (2) 土方夯填 m3实方 28.14999999999999857891452847979962825775146484375 8.949999999999999289457264239899814128875732421875 252 28.14999999999999857891452847979962825775146484375 8.6400000000000005684341886080801486968994140625 243 0 9 5 $土方夯填$8.64$ $317$ 317 (3) 砂垫层 m3实方 7.19000000000000039079850466805510222911834716796875 120.2300000000000039790393202565610408782958984375 864 7.19000000000000039079850466805510222911834716796875 116.1299999999999954525264911353588104248046875 835 0 29 5 $砂垫层$116.13$ $319$ 319 (4) DN300mm钢筋砼预制管安装 m 27 126.4899999999999948840923025272786617279052734375 3415 27 122.1700000000000017053025658242404460906982421875 3299 0 116 5 $DN300mm钢筋砼预制管安装$122.17$ $321$ 321 0900118 2.5.6 放水阀井 座 77 560.259999999999990905052982270717620849609375 43140 77 603.4299999999999499777914024889469146728515625 46464 3540 216 4 42 (1) 土方开挖 m3 112.780000000000001136868377216160297393798828125 7.1500000000000003552713678800500929355621337890625 806 112.780000000000001136868377216160297393798828125 6.910000000000000142108547152020037174224853515625 779 0 27 5 $土方开挖$6.91$ $323$ 323 (2) 土方夯填 m3实方 64.9200000000000017053025658242404460906982421875 8.949999999999999289457264239899814128875732421875 581 64.9200000000000017053025658242404460906982421875 8.6400000000000005684341886080801486968994140625 561 0 20 5 $土方夯填$8.64$ $325$ 325 (3) 预制C30钢筋混凝土盖板 m3 4.92999999999999971578290569595992565155029296875 733.98000000000001818989403545856475830078125 3619 4.92999999999999971578290569595992565155029296875 747.0700000000000500222085975110530853271484375 3683 64 0 5 $预制C30钢筋混凝土盖板$747.07$ $327$ 327 0400147 (4) 钢筋制作安装 t 0.7800000000000000266453525910037569701671600341796875 6348.6800000000002910383045673370361328125 4952 0.7800000000000000266453525910037569701671600341796875 6132.2200000000002546585164964199066162109375 4783 0 169 5 $钢筋制作安装$6132.22$ $331$ 331 (5) C15混凝土放水阀井 m3 37.25 545.200000000000045474735088646411895751953125 20309 37.25 569.19000000000005456968210637569427490234375 21202 893 0 5 $C15混凝土放水阀井$569.19$ $333$ 333 0400053 (6) 胶合木模板制作及安装、拆除 m2 451.51999999999998181010596454143524169921875 28.510000000000001563194018672220408916473388671875 12873 451.51999999999998181010596454143524169921875 34.22999999999999687361196265555918216705322265625 15456 2583 0 5 $胶合木模板制作及安装、拆除$34.23$ $337$ 337 2.5.7 排污阀井 座 9 631.3300000000000409272615797817707061767578125 5682 9 688.3300000000000409272615797817707061767578125 6195 538 25 4 43 (1) 土方开挖 m3 13.82000000000000028421709430404007434844970703125 7.1500000000000003552713678800500929355621337890625 99 13.82000000000000028421709430404007434844970703125 6.910000000000000142108547152020037174224853515625 95 0 4 5 $土方开挖$6.91$ $340$ 340 (2) 土方夯填 m3实方 5.32000000000000028421709430404007434844970703125 8.949999999999999289457264239899814128875732421875 48 5.32000000000000028421709430404007434844970703125 8.6400000000000005684341886080801486968994140625 46 0 2 5 $土方夯填$8.64$ $342$ 342 (3) 预制C30钢筋混凝土盖板 m3 0.4899999999999999911182158029987476766109466552734375 733.98000000000001818989403545856475830078125 360 0.4899999999999999911182158029987476766109466552734375 747.0700000000000500222085975110530853271484375 366 6 0 5 $预制C30钢筋混凝土盖板$747.07$ $344$ 344 (4) 钢筋制作安装 t 0.0899999999999999966693309261245303787291049957275390625 6348.6800000000002910383045673370361328125 571 0.0899999999999999966693309261245303787291049957275390625 6132.2200000000002546585164964199066162109375 552 0 19 5 $钢筋制作安装$6132.22$ $348$ 348 (5) C15混凝土排污阀井 m3 4.88999999999999968025576890795491635799407958984375 545.200000000000045474735088646411895751953125 2666 4.88999999999999968025576890795491635799407958984375 569.19000000000005456968210637569427490234375 2783 117 0 5 $C15混凝土排污阀井$569.19$ $350$ 350 0400053 (6) 胶合木模板制作及安装、拆除 m2 59.93999999999999772626324556767940521240234375 28.510000000000001563194018672220408916473388671875 1709 59.93999999999999772626324556767940521240234375 34.22999999999999687361196265555918216705322265625 2052 343 0 5 $胶合木模板制作及安装、拆除$34.23$ $354$ 354 (7) DN75mmPE管 m 9 25.4200000000000017053025658242404460906982421875 229 9 33.43999999999999772626324556767940521240234375 301 72 0 5 $DN75mmPE管$33.44$ $357$ 357 0900094 2.5.8 排气阀井 座 3 607.3300000000000409272615797817707061767578125 1822 3 657 1971 156 7 4 44 (1) 土方开挖 m3 2.54999999999999982236431605997495353221893310546875 7.1500000000000003552713678800500929355621337890625 18 2.54999999999999982236431605997495353221893310546875 6.910000000000000142108547152020037174224853515625 18 0 0 5 $土方开挖$6.91$ $359$ 359 (2) 土方夯填 m3实方 1.770000000000000017763568394002504646778106689453125 8.949999999999999289457264239899814128875732421875 16 1.770000000000000017763568394002504646778106689453125 8.6400000000000005684341886080801486968994140625 15 0 1 5 $土方夯填$8.64$ $361$ 361 (3) 预制C30钢筋混凝土盖板 m3 0.190000000000000002220446049250313080847263336181640625 733.98000000000001818989403545856475830078125 139 0.190000000000000002220446049250313080847263336181640625 747.0700000000000500222085975110530853271484375 142 3 0 5 $预制C30钢筋混凝土盖板$747.07$ $363$ 363 (4) 钢筋制作安装 t 0.0299999999999999988897769753748434595763683319091796875 6348.6800000000002910383045673370361328125 190 0.0299999999999999988897769753748434595763683319091796875 6132.2200000000002546585164964199066162109375 184 0 6 5 $钢筋制作安装$6132.22$ $367$ 367 (5) C15混凝土排气阀井 m3 1.62999999999999989341858963598497211933135986328125 545.200000000000045474735088646411895751953125 889 1.62999999999999989341858963598497211933135986328125 569.19000000000005456968210637569427490234375 928 39 0 5 $C15混凝土排气阀井$569.19$ $369$ 369 0400053 (6) 胶合木模板制作及安装、拆除 m2 19.980000000000000426325641456060111522674560546875 28.510000000000001563194018672220408916473388671875 570 19.980000000000000426325641456060111522674560546875 34.22999999999999687361196265555918216705322265625 684 114 0 5 $胶合木模板制作及安装、拆除$34.23$ $373$ 373 2.5.9 水量计量设施 0 0 4522 0 0 4546 105 81 4 45 2.5.9.1 巴歇尔槽 0 0 2250 0 0 2279 51 22 5 46 (1) 人工挖沟槽土方 m3 2.339999999999999857891452847979962825775146484375 18.160000000000000142108547152020037174224853515625 42 2.339999999999999857891452847979962825775146484375 10.0999999999999996447286321199499070644378662109375 24 0 18 6 $人工挖沟槽土方$10.1$ $376$ 376 (2) 土方回填 m3实方 0.2800000000000000266453525910037569701671600341796875 20.8900000000000005684341886080801486968994140625 6 0.2800000000000000266453525910037569701671600341796875 8.6400000000000005684341886080801486968994140625 2 0 4 6 $土方回填$8.64$ $378$ 378 (3) 预制巴歇尔槽构件 组 1 1500 1500 1 1500 1500 0 0 6 $预制巴歇尔槽构件$1500$ $380$ 380 BC (4) C15砼现浇槽 m3 1.12000000000000010658141036401502788066864013671875 526.9099999999999681676854379475116729736328125 590 1.12000000000000010658141036401502788066864013671875 551.529999999999972715158946812152862548828125 618 28 0 6 $C15砼现浇槽$551.53$ $381$ 381 0400054 (5) 胶合木模板制作及安装、拆除 m2 3.930000000000000159872115546022541821002960205078125 28.510000000000001563194018672220408916473388671875 112 3.930000000000000159872115546022541821002960205078125 34.22999999999999687361196265555918216705322265625 135 23 0 6 $胶合木模板制作及安装、拆除$34.23$ $385$ 385 2.5.9.2 水表井 0 0 2272 0 0 2267 54 59 5 47 (1) 土方开挖 m3 0.88000000000000000444089209850062616169452667236328125 7.1500000000000003552713678800500929355621337890625 6 0.88000000000000000444089209850062616169452667236328125 6.910000000000000142108547152020037174224853515625 6 0 0 6 $土方开挖$6.91$ $388$ 388 (2) 土方夯填 m3实方 0.58999999999999996891375531049561686813831329345703125 8.949999999999999289457264239899814128875732421875 5 0.58999999999999996891375531049561686813831329345703125 8.6400000000000005684341886080801486968994140625 5 0 0 6 $土方夯填$8.64$ $390$ 390 (3) 预制C30钢筋混凝土盖板 m3 0.059999999999999997779553950749686919152736663818359375 733.98000000000001818989403545856475830078125 44 0.059999999999999997779553950749686919152736663818359375 747.0700000000000500222085975110530853271484375 45 1 0 6 $预制C30钢筋混凝土盖板$747.07$ $392$ 392 (4) 钢筋制作安装 t 0.01000000000000000020816681711721685132943093776702880859375 6348.6800000000002910383045673370361328125 63 0.01000000000000000020816681711721685132943093776702880859375 6132.2200000000002546585164964199066162109375 61 0 2 6 $钢筋制作安装$6132.22$ $396$ 396 (5) C15混凝土水表井 m3 0.560000000000000053290705182007513940334320068359375 545.200000000000045474735088646411895751953125 305 0.560000000000000053290705182007513940334320068359375 569.19000000000005456968210637569427490234375 319 14 0 6 $C15混凝土水表井$569.19$ $398$ 398 0400053 (6) 胶合木模板制作及安装、拆除 m2 6.9000000000000003552713678800500929355621337890625 28.510000000000001563194018672220408916473388671875 197 6.9000000000000003552713678800500929355621337890625 34.22999999999999687361196265555918216705322265625 236 39 0 6 $胶合木模板制作及安装、拆除$34.23$ $402$ 402 (7) 水表安装 个 1 1651.640000000000100044417195022106170654296875 1652 1 1595.329999999999927240423858165740966796875 1595 0 57 6 $水表安装$1595.33$ $406$ 406 0900105 3 田间道路 0 0 308342 0 0 308092 6099 6349 2 48 3.1 **生产路Ⅰ m 1926 85.56000000000000227373675443232059478759765625 164787 1926 82.650000000000005684341886080801486968994140625 159190 0 5597 3 49 (1) 土方开挖 m3 9218.850000000000363797880709171295166015625 3.0099999999999997868371792719699442386627197265625 27749 9218.850000000000363797880709171295166015625 2.910000000000000142108547152020037174224853515625 26827 0 922 4 $土方开挖$2.91$ $408$ 408 0100016 (2) 土方夯填(机械) m3实方 3633.2100000000000363797880709171295166015625 8.949999999999999289457264239899814128875732421875 32517 3633.2100000000000363797880709171295166015625 8.6400000000000005684341886080801486968994140625 31391 0 1126 4 $土方夯填(机械)$8.64$ $412$ 412 (3) 碎石路面厚100mm m3 500.759999999999990905052982270717620849609375 168.460000000000007958078640513122081756591796875 84358 500.759999999999990905052982270717620849609375 162.710000000000007958078640513122081756591796875 81479 0 2879 4 $碎石路面厚100mm$162.71$ $576$ 576 0300002 (4) 路基土方夯填 m3实方 5585.399999999999636202119290828704833984375 3.609999999999999875655021241982467472553253173828125 20163 5585.399999999999636202119290828704833984375 3.4900000000000002131628207280300557613372802734375 19493 0 670 4 $路基土方夯填$3.49$ $416$ 416 0300134 3.2 水泥台阶路 m 627 138.289999999999992041921359486877918243408203125 86705 627 143.229999999999989768184605054557323455810546875 89806 3484 383 3 50 (1) 土方开挖 m3 357.8500000000000227373675443232059478759765625 7.1500000000000003552713678800500929355621337890625 2559 357.8500000000000227373675443232059478759765625 6.910000000000000142108547152020037174224853515625 2473 0 86 4 $土方开挖$6.91$ $419$ 419 (2) 土方夯填 m3实方 215.770000000000010231815394945442676544189453125 8.949999999999999289457264239899814128875732421875 1931 215.770000000000010231815394945442676544189453125 8.6400000000000005684341886080801486968994140625 1864 0 67 4 $土方夯填$8.64$ $421$ 421 (3) C15砼路面 m3 142.080000000000012505552149377763271331787109375 529.700000000000045474735088646411895751953125 75260 142.080000000000012505552149377763271331787109375 554.220000000000027284841053187847137451171875 78744 3484 0 4 $C15砼路面$554.22$ $423$ 423 0400045 (4) 原土夯实 m2 1209.59999999999990905052982270717620849609375 5.75 6955 1209.59999999999990905052982270717620849609375 5.55999999999999960920149533194489777088165283203125 6725 0 230 4 $原土夯实$5.56$ $427$ 427 0100331 3.3 回车台 个 2 1293.5 2587 2 1437.5 2875 306 18 3 51 (1) 土方开挖 m3 6.8499999999999996447286321199499070644378662109375 3.0099999999999997868371792719699442386627197265625 21 6.8499999999999996447286321199499070644378662109375 2.910000000000000142108547152020037174224853515625 20 0 1 4 $土方开挖$2.91$ $429$ 429 (2) 土方回填 m3实方 2.37000000000000010658141036401502788066864013671875 2.140000000000000124344978758017532527446746826171875 5 2.37000000000000010658141036401502788066864013671875 2.060000000000000053290705182007513940334320068359375 5 0 0 4 $土方回填$2.06$ $436$ 436 0300150 (3) 路基土方夯填200mm m3实方 141.5 3.609999999999999875655021241982467472553253173828125 511 141.5 3.4900000000000002131628207280300557613372802734375 494 0 17 4 $路基土方夯填200mm$3.49$ $438$ 438 0300134 (4) 砂碎石路面厚100mm m2 141.5 14.4900000000000002131628207280300557613372802734375 2050 141.5 16.64999999999999857891452847979962825775146484375 2356 306 0 4 $砂碎石路面厚100mm$16.65$ $441$ 441 0800023 3.4 错车道 个 5 609.200000000000045474735088646411895751953125 3046 5 677.799999999999954525264911353588104248046875 3389 363 20 3 52 (1) 土方开挖 m3 1.5700000000000000621724893790087662637233734130859375 3.0099999999999997868371792719699442386627197265625 5 1.5700000000000000621724893790087662637233734130859375 2.910000000000000142108547152020037174224853515625 5 0 0 4 $土方开挖$2.91$ $443$ 443 (2) 土方回填 m3实方 0.270000000000000017763568394002504646778106689453125 2.140000000000000124344978758017532527446746826171875 1 0.270000000000000017763568394002504646778106689453125 2.060000000000000053290705182007513940334320068359375 1 0 0 4 $土方回填$2.06$ $446$ 446 (3) 路基土方夯填200mm m3实方 168 3.609999999999999875655021241982467472553253173828125 606 168 3.4900000000000002131628207280300557613372802734375 586 0 20 4 $路基土方夯填200mm$3.49$ $448$ 448 (4) 砂碎石路面厚100mm m2 168 14.4900000000000002131628207280300557613372802734375 2434 168 16.64999999999999857891452847979962825775146484375 2797 363 0 4 $砂碎石路面厚100mm$16.65$ $451$ 451 3.5 涵洞 0 0 51217 0 0 52832 1946 331 3 53 (1) 土方开挖(人机结合) m3 213.159999999999996589394868351519107818603515625 3.0099999999999997868371792719699442386627197265625 642 213.159999999999996589394868351519107818603515625 2.910000000000000142108547152020037174224853515625 620 0 22 4 $土方开挖(人机结合)$2.91$ $453$ 453 (2) 土方夯填(机械) m3实方 113.2399999999999948840923025272786617279052734375 8.949999999999999289457264239899814128875732421875 1013 113.2399999999999948840923025272786617279052734375 8.6400000000000005684341886080801486968994140625 978 0 35 4 $土方夯填(机械)$8.64$ $456$ 456 (3) C25埋石混凝土(埋石率20%) m3 61.25999999999999801048033987171947956085205078125 513.3700000000000045474735088646411895751953125 31449 61.25999999999999801048033987171947956085205078125 527.9600000000000363797880709171295166015625 32343 894 0 4 $C25埋石混凝土(埋石率20%)$527.96$ $458$ 458 0400065 (4) C25混凝土台帽 m3 2.640000000000000124344978758017532527446746826171875 554.9299999999999499777914024889469146728515625 1465 2.640000000000000124344978758017532527446746826171875 576.1299999999999954525264911353588104248046875 1521 56 0 4 $C25混凝土台帽$576.13$ $462$ 462 0400061 (5) C25混凝土梁及面板 m3 6.9000000000000003552713678800500929355621337890625 581.8999999999999772626324556767940521240234375 4015 6.9000000000000003552713678800500929355621337890625 602.1799999999999499777914024889469146728515625 4155 140 0 4 $C25混凝土梁及面板$602.18$ $466$ 466 0400041 (6) 碎石垫层 m3 17.379999999999999005240169935859739780426025390625 168.460000000000007958078640513122081756591796875 2928 17.379999999999999005240169935859739780426025390625 162.710000000000007958078640513122081756591796875 2828 0 100 4 $碎石垫层$162.71$ $470$ 470 0300002 (7) 钢筋制作安装 t 0.770000000000000017763568394002504646778106689453125 6348.6800000000002910383045673370361328125 4888 0.770000000000000017763568394002504646778106689453125 6132.2200000000002546585164964199066162109375 4722 0 166 4 $钢筋制作安装$6132.22$ $472$ 472 (8) 胶合木模板制作及安装、拆除 m2 147.93000000000000682121026329696178436279296875 28.510000000000001563194018672220408916473388671875 4217 147.93000000000000682121026329696178436279296875 34.22999999999999687361196265555918216705322265625 5064 847 0 4 $胶合木模板制作及安装、拆除$34.23$ $474$ 474 (9) 土工布 m2 6.28000000000000024868995751603506505489349365234375 10.78999999999999914734871708787977695465087890625 68 6.28000000000000024868995751603506505489349365234375 10.4199999999999999289457264239899814128875732421875 65 0 3 4 $土工布$10.42$ $477$ 477 (10) DN25mmPVC管安装 m 15.199999999999999289457264239899814128875732421875 10.1099999999999994315658113919198513031005859375 154 15.199999999999999289457264239899814128875732421875 9.769999999999999573674358543939888477325439453125 149 0 5 4 $DN25mmPVC管安装$9.77$ $479$ 479 0900093 (11) 级配碎石反滤层 m3 1.0500000000000000444089209850062616169452667236328125 169.06000000000000227373675443232059478759765625 178 1.0500000000000000444089209850062616169452667236328125 178.340000000000003410605131648480892181396484375 187 9 0 4 $级配碎石反滤层$178.34$ $481$ 481 0300007 (12) 安全警示牌 块 1 200 200 1 200 200 0 0 4 $安全警示牌$200$ $483$ 483 BC 4 其他工程 0 0 3000 0 0 3000 0 0 2 54 4.1 标志牌 座 1 3000 3000 1 3000 3000 0 0 3 55 (1) 标志牌 座 1 3000 3000 1 3000 3000 0 0 4 $标志牌$3000$ $484$ 484 BC 合 计 1539534 1472896 90159 156797 A 附件表三 建筑工程单价表 1 1 单价编号 1 定额编号 (1007×0.2+1005×0.8)×0.5 项目名称 杂草清除 单 价 0.7元/m2 计算单位 100m2 100 1 施工方法 工作内容 单 价: 0.6999999999999999555910790149937383830547332763671875 元/m2 $杂草清除$0.7$ 100 $单价行$ 1 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 53.61999999999999744204615126363933086395263671875 $杂草清除$0.7$直接费$ 1 A1+A2 A $1$A$ 1 0 0 1.1 直接工程费 元 0 0 51.25999999999999801048033987171947956085205078125 $杂草清除$0.7$直接工程费$ 1 A11+A12+A13 A1 $1$A1$ 1 0 0 1.1.1 人工费 元 0 0 22.620000000000000994759830064140260219573974609375 $杂草清除$0.7$人工费$ 1 [人工费] A11 $1$A11$ 1 0 0 (1) 技工 工日 0.008000000000000000166533453693773481063544750213623046875 65 0.520000000000000017763568394002504646778106689453125 65 0 $900010$65$ A $1$A$ 1 119141 0 0 (2) 普工 工日 0.442000000000000003996802888650563545525074005126953125 50 22.10000000000000142108547152020037174224853515625 50 0 $900020$50$ A $1$A$ 1 119142 0 0 1.1.2 材料费 元 0 0 5.29000000000000003552713678800500929355621337890625 $杂草清除$0.7$材料费$ 1 [材料费] A12 $1$A12$ 1 0 0 (1) 零星材料费 元 5.29215999999999997527311279554851353168487548828125 1 5.29000000000000003552713678800500929355621337890625 1 0 $ST0998$1$ B $1$B$ 1 119143 0 0 1.1.3 机械使用费 元 0 0 23.35000000000000142108547152020037174224853515625 $杂草清除$0.7$机械使用费$ 1 [机械费] A13 $1$A13$ 1 0 0 (1) 推土机 74kw 台班 0.035999999999999997279953589668366475962102413177490234375 648.51800000000002910383045673370361328125 23.35000000000000142108547152020037174224853515625 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 $1018$667.174$ C $1$C$ 1 119144 0 667.1739999999999781721271574497222900390625 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 51.25999999999999801048033987171947956085205078125 2.359999999999999875655021241982467472553253173828125 $杂草清除$0.7$措施费$ 1 A1 A2 $1$A2$ 1 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 53.61999999999999744204615126363933086395263671875 5.4199999999999999289457264239899814128875732421875 $杂草清除$0.7$间接费$ 1 A B $1$B$ 1 0 0 3 利润 % 7 59.03999999999999914734871708787977695465087890625 4.12999999999999989341858963598497211933135986328125 $杂草清除$0.7$利润$ 1 A+B C $1$C$ 1 0 0 4 主材价差 元 0 0 0.67000000000000003996802888650563545525074005126953125 $杂草清除$0.7$主材价差$ 1 [材料价差] D $1$D$ 1 0 0 (1) 柴油 kg 2.098800000000000220978790821391157805919647216796875 0.320000000000000006661338147750939242541790008544921875 0.67000000000000003996802888650563545525074005126953125 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $1$J$ 1 119145 0 0 5 主材费 元 0 0 0 $杂草清除$0.7$主材费$ 1 [主材费] E $1$E$ 1 0 0 6 价格调节基金 % 0 63.840000000000003410605131648480892181396484375 0 $杂草清除$0.7$价格调节基金$ 1 A+B+C+D+E F $1$F$ 1 0 0 7 税金 % 9 63.840000000000003410605131648480892181396484375 5.75 $杂草清除$0.7$税金$ 1 A+B+C+D+E+F G $1$G$ 1 0 0 9 临时工程摊销费 % 0 69.590000000000003410605131648480892181396484375 0 $杂草清除$0.7$临时工程摊销费$ 1 A+B+C+D+E+F+G+H I $1$I$ 1 0 0 10 其他费用摊销 % 0 69.590000000000003410605131648480892181396484375 0 $杂草清除$0.7$其他费用摊销$ 1 A+B+C+D+E+F+G+H+I J $1$J$ 1 0 0 11 风险费 % 0 69.590000000000003410605131648480892181396484375 0 $杂草清除$0.7$风险费$ 1 A+B+C+D+E+F+G+H+I+J K $1$K$ 1 0 0 13 工程单价 元 0 0 70 $杂草清除$0.7$工程单价$ 1 A+B+C+D+E+F+G+H+I+J+K+L Z $1$Z$ 1 0 0 附件表三 建筑工程单价表 6 6 单价编号 2 定额编号 1219 项目名称 基坑土方开挖 单 价 20.58元/m3 计算单位 100m3 100 6 施工方法 工作内容 单 价: 20.5799999999999982946974341757595539093017578125 元/m3 $基坑土方开挖$20.58$ 100 $单价行$ 6 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 1559.920000000000072759576141834259033203125 $基坑土方开挖$20.58$直接费$ 6 A1+A2 A $6$A$ 1 0 0 1.1 直接工程费 元 0 0 1491.319999999999936335370875895023345947265625 $基坑土方开挖$20.58$直接工程费$ 6 A11+A12+A13 A1 $6$A1$ 1 0 0 1.1.1 人工费 元 0 0 73.5 $基坑土方开挖$20.58$人工费$ 6 [人工费] A11 $6$A11$ 1 0 0 (1) 普工 工日 1.4699999999999999733546474089962430298328399658203125 50 73.5 50 0 $900020$50$ A $6$A$ 6 119146 0 0 1.1.2 材料费 元 0 0 57.3599999999999994315658113919198513031005859375 $基坑土方开挖$20.58$材料费$ 6 [材料费] A12 $6$A12$ 1 0 0 (1) 零星材料费 % 4 1433.9600000000000363797880709171295166015625 57.3599999999999994315658113919198513031005859375 1433.9600000000000363797880709171295166015625 0 $ST0998$1433.96$ B $6$B$ 6 119150 0 0 1.1.3 机械使用费 元 0 0 1360.4600000000000363797880709171295166015625 $基坑土方开挖$20.58$机械使用费$ 6 [机械费] A13 $6$A13$ 1 0 0 (1) 挖掘机 0.6m3 台班 0.270000000000000017763568394002504646778106689453125 659.8079999999999927240423858165740966796875 178.150000000000005684341886080801486968994140625 676.528000000000020008883439004421234130859375 659.8079999999999927240423858165740966796875 $1002$676.528$ C $6$C$ 6 119147 0 676.528000000000020008883439004421234130859375 (2) 推土机 59kw 台班 0.14000000000000001332267629550187848508358001708984375 490.58499999999997953636921010911464691162109375 68.68000000000000682121026329696178436279296875 505.3690000000000281943357549607753753662109375 490.58499999999997953636921010911464691162109375 $1017$505.369$ C $6$C$ 6 119148 0 505.3690000000000281943357549607753753662109375 (3) 自卸汽车 5t 台班 2.87999999999999989341858963598497211933135986328125 386.6770000000000209183781407773494720458984375 1113.6300000000001091393642127513885498046875 401.83899999999999863575794734060764312744140625 386.6770000000000209183781407773494720458984375 $3013$401.839$ C $6$C$ 6 119149 0 401.83800000000002228262019343674182891845703125 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 1491.319999999999936335370875895023345947265625 68.599999999999994315658113919198513031005859375 $基坑土方开挖$20.58$措施费$ 6 A1 A2 $6$A2$ 1 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 1559.920000000000072759576141834259033203125 157.55000000000001136868377216160297393798828125 $基坑土方开挖$20.58$间接费$ 6 A B $6$B$ 1 0 0 3 利润 % 7 1717.470000000000027284841053187847137451171875 120.219999999999998863131622783839702606201171875 $基坑土方开挖$20.58$利润$ 6 A+B C $6$C$ 1 0 0 4 主材价差 元 0 0 50.25 $基坑土方开挖$20.58$主材价差$ 6 [材料价差] D $6$D$ 1 0 0 (1) 柴油 kg 157.02989999999999781721271574497222900390625 0.320000000000000006661338147750939242541790008544921875 50.25 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $6$J$ 6 119151 0 0 5 主材费 元 0 0 0 $基坑土方开挖$20.58$主材费$ 6 [主材费] E $6$E$ 1 0 0 6 价格调节基金 % 0 1887.94000000000005456968210637569427490234375 0 $基坑土方开挖$20.58$价格调节基金$ 6 A+B+C+D+E F $6$F$ 1 0 0 7 税金 % 9 1887.94000000000005456968210637569427490234375 169.909999999999996589394868351519107818603515625 $基坑土方开挖$20.58$税金$ 6 A+B+C+D+E+F G $6$G$ 1 0 0 9 临时工程摊销费 % 0 2057.84999999999990905052982270717620849609375 0 $基坑土方开挖$20.58$临时工程摊销费$ 6 A+B+C+D+E+F+G+H I $6$I$ 1 0 0 10 其他费用摊销 % 0 2057.84999999999990905052982270717620849609375 0 $基坑土方开挖$20.58$其他费用摊销$ 6 A+B+C+D+E+F+G+H+I J $6$J$ 1 0 0 11 风险费 % 0 2057.84999999999990905052982270717620849609375 0 $基坑土方开挖$20.58$风险费$ 6 A+B+C+D+E+F+G+H+I+J K $6$K$ 1 0 0 13 工程单价 元 0 0 2058 $基坑土方开挖$20.58$工程单价$ 6 A+B+C+D+E+F+G+H+I+J+K+L Z $6$Z$ 1 0 0 附件表三 建筑工程单价表 10 10 单价编号 3 定额编号 3129 项目名称 土方夯填 单 价 20.17元/m3实方 计算单位 100m3实方 100 10 施工方法 工作内容 单 价: 20.1700000000000017053025658242404460906982421875 元/m3实方 $土方夯填$20.17$ 100 $单价行$ 10 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 1571.109999999999899955582804977893829345703125 $土方夯填$20.17$直接费$ 10 A1+A2 A $10$A$ 3 0 0 1.1 直接工程费 元 0 0 1502.01999999999998181010596454143524169921875 $土方夯填$20.17$直接工程费$ 10 A11+A12+A13 A1 $10$A1$ 3 0 0 1.1.1 人工费 元 0 0 1417 $土方夯填$20.17$人工费$ 10 [人工费] A11 $10$A11$ 3 0 0 (1) 普工 工日 28.339999999999999857891452847979962825775146484375 50 1417 50 0 $900020$50$ A $10$A$ 10 119152 0 0 1.1.2 材料费 元 0 0 85.0199999999999960209606797434389591217041015625 $土方夯填$20.17$材料费$ 10 [材料费] A12 $10$A12$ 3 0 0 (1) 零星材料费 % 6 1417 85.0199999999999960209606797434389591217041015625 1417 0 $ST0998$1417$ B $10$B$ 10 119153 0 0 1.1.3 机械使用费 元 0 0 0 $土方夯填$20.17$机械使用费$ 10 [机械费] A13 $10$A13$ 3 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 1502.01999999999998181010596454143524169921875 69.090000000000003410605131648480892181396484375 $土方夯填$20.17$措施费$ 10 A1 A2 $10$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 1571.109999999999899955582804977893829345703125 158.68000000000000682121026329696178436279296875 $土方夯填$20.17$间接费$ 10 A B $10$B$ 3 0 0 3 利润 % 7 1729.7899999999999636202119290828704833984375 121.090000000000003410605131648480892181396484375 $土方夯填$20.17$利润$ 10 A+B C $10$C$ 3 0 0 4 主材价差 元 0 0 0 $土方夯填$20.17$主材价差$ 10 [材料价差] D $10$D$ 3 0 0 5 主材费 元 0 0 0 $土方夯填$20.17$主材费$ 10 [主材费] E $10$E$ 3 0 0 6 价格调节基金 % 0 1850.8800000000001091393642127513885498046875 0 $土方夯填$20.17$价格调节基金$ 10 A+B+C+D+E F $10$F$ 3 0 0 7 税金 % 9 1850.8800000000001091393642127513885498046875 166.580000000000012505552149377763271331787109375 $土方夯填$20.17$税金$ 10 A+B+C+D+E+F G $10$G$ 3 0 0 9 临时工程摊销费 % 0 2017.4600000000000363797880709171295166015625 0 $土方夯填$20.17$临时工程摊销费$ 10 A+B+C+D+E+F+G+H I $10$I$ 3 0 0 10 其他费用摊销 % 0 2017.4600000000000363797880709171295166015625 0 $土方夯填$20.17$其他费用摊销$ 10 A+B+C+D+E+F+G+H+I J $10$J$ 3 0 0 11 风险费 % 0 2017.4600000000000363797880709171295166015625 0 $土方夯填$20.17$风险费$ 10 A+B+C+D+E+F+G+H+I+J K $10$K$ 3 0 0 13 工程单价 元 0 0 2017 $土方夯填$20.17$工程单价$ 10 A+B+C+D+E+F+G+H+I+J+K+L Z $10$Z$ 3 0 0 附件表三 建筑工程单价表 529 529 单价编号 4 定额编号 4390+4200×1.03+40170×1.03 项目名称 C15素砼垫层厚 100mm 单 价 552.19元/m3 计算单位 100m3 100 529 施工方法 工作内容 单 价: 552.19000000000005456968210637569427490234375 元/m3 $C15素砼垫层厚100mm$552.19$ 100 $单价行$ 529 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 32725.81000000000130967237055301666259765625 $C15素砼垫层厚100mm$552.19$直接费$ 529 A1+A2 A $529$A$ 5 0 0 1.1 直接工程费 元 0 0 31286.63000000000101863406598567962646484375 $C15素砼垫层厚100mm$552.19$直接工程费$ 529 A11+A12+A13 A1 $529$A1$ 5 0 0 1.1.1 人工费 元 0 0 10218.25 $C15素砼垫层厚100mm$552.19$人工费$ 529 [人工费] A11 $529$A11$ 5 0 0 (1) 技工 工日 52.920299999999997453414835035800933837890625 65 3439.82000000000016370904631912708282470703125 65 0 $900010$65$ A $529$A$ 529 119154 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $529$A$ 529 119165 0 0 (3) 普工 工日 45.4566999999999978854248183779418468475341796875 50 2272.84000000000014551915228366851806640625 50 0 $900020$50$ A $529$A$ 529 119155 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $529$A$ 529 119166 0 0 1.1.2 材料费 元 0 0 19691.88000000000101863406598567962646484375 $C15素砼垫层厚100mm$552.19$材料费$ 529 [材料费] A12 $529$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $529$B$ 529 119156 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $529$B$ 529 119164 0 0 (3) 水 m3 120 2.29000000000000003552713678800500929355621337890625 274.80000000000001136868377216160297393798828125 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $529$B$ 529 119157 0 0 (4) 其他材料费 元 385.11079999999998335624695755541324615478515625 1 385.1100000000000136424205265939235687255859375 1 0 $ST0999$1$ B $529$B$ 529 119160 0 0 1.1.3 机械使用费 元 0 0 1376.5 $C15素砼垫层厚100mm$552.19$机械使用费$ 529 [机械费] A13 $529$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $529$C$ 529 119162 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $529$C$ 529 119167 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $529$C$ 529 119163 0 4.90299999999999958077978590154089033603668212890625 (4) 振捣器 平板式2.2kW 台班 4.79999999999999982236431605997495353221893310546875 17.08200000000000073896444519050419330596923828125 81.9899999999999948840923025272786617279052734375 17.08200000000000073896444519050419330596923828125 17.08200000000000073896444519050419330596923828125 $2030$17.082$ C $529$C$ 529 119158 0 17.08200000000000073896444519050419330596923828125 (5) 风水枪 耗风量6m3/min 台班 3.54999999999999982236431605997495353221893310546875 203.3410000000000081854523159563541412353515625 721.8600000000000136424205265939235687255859375 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $529$C$ 529 119159 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 40.19250000000000255795384873636066913604736328125 1 40.18999999999999772626324556767940521240234375 1 0 $ST9999$1$ C $529$C$ 529 119161 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 31286.63000000000101863406598567962646484375 1439.180000000000063664629124104976654052734375 $C15素砼垫层厚100mm$552.19$措施费$ 529 A1 A2 $529$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 32725.81000000000130967237055301666259765625 3632.55999999999994543031789362430572509765625 $C15素砼垫层厚100mm$552.19$间接费$ 529 A B $529$B$ 5 0 0 3 利润 % 7 36358.3700000000026193447411060333251953125 2545.09000000000014551915228366851806640625 $C15素砼垫层厚100mm$552.19$利润$ 529 A+B C $529$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $C15素砼垫层厚100mm$552.19$主材价差$ 529 [材料价差] D $529$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $529$J$ 529 119168 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $529$J$ 529 119170 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $529$J$ 529 119169 0 0 5 主材费 元 0 0 0 $C15素砼垫层厚100mm$552.19$主材费$ 529 [主材费] E $529$E$ 5 0 0 6 价格调节基金 % 0 50659.3499999999985448084771633148193359375 0 $C15素砼垫层厚100mm$552.19$价格调节基金$ 529 A+B+C+D+E F $529$F$ 5 0 0 7 税金 % 9 50659.3499999999985448084771633148193359375 4559.34000000000014551915228366851806640625 $C15素砼垫层厚100mm$552.19$税金$ 529 A+B+C+D+E+F G $529$G$ 5 0 0 9 临时工程摊销费 % 0 55218.6900000000023283064365386962890625 0 $C15素砼垫层厚100mm$552.19$临时工程摊销费$ 529 A+B+C+D+E+F+G+H I $529$I$ 5 0 0 10 其他费用摊销 % 0 55218.6900000000023283064365386962890625 0 $C15素砼垫层厚100mm$552.19$其他费用摊销$ 529 A+B+C+D+E+F+G+H+I J $529$J$ 5 0 0 11 风险费 % 0 55218.6900000000023283064365386962890625 0 $C15素砼垫层厚100mm$552.19$风险费$ 529 A+B+C+D+E+F+G+H+I+J K $529$K$ 5 0 0 13 工程单价 元 0 0 55219 $C15素砼垫层厚100mm$552.19$工程单价$ 529 A+B+C+D+E+F+G+H+I+J+K+L Z $529$Z$ 5 0 0 附件表三 建筑工程单价表 18 18 单价编号 5 定额编号 4045+4200×1.03+40170×1.03 项目名称 C20钢筋砼池底厚200mm 单 价 592.96元/m3 计算单位 100m3 100 18 施工方法 工作内容 单 价: 592.9600000000000363797880709171295166015625 元/m3 $C20钢筋砼池底厚200mm$592.96$ 100 $单价行$ 18 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 35170.9899999999979627318680286407470703125 $C20钢筋砼池底厚200mm$592.96$直接费$ 18 A1+A2 A $18$A$ 5 0 0 1.1 直接工程费 元 0 0 33624.2699999999967985786497592926025390625 $C20钢筋砼池底厚200mm$592.96$直接工程费$ 18 A11+A12+A13 A1 $18$A1$ 5 0 0 1.1.1 人工费 元 0 0 10492.100000000000363797880709171295166015625 $C20钢筋砼池底厚200mm$592.96$人工费$ 18 [人工费] A11 $18$A11$ 5 0 0 (1) 技工 工日 55.71029999999999660076355212368071079254150390625 65 3621.170000000000072759576141834259033203125 65 0 $900010$65$ A $18$A$ 18 119171 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $18$A$ 18 119182 0 0 (3) 普工 工日 47.30669999999999930651028989814221858978271484375 50 2365.34000000000014551915228366851806640625 50 0 $900020$50$ A $18$A$ 18 119172 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $18$A$ 18 119183 0 0 1.1.2 材料费 元 0 0 21709.99000000000160071067512035369873046875 $C20钢筋砼池底厚200mm$592.96$材料费$ 18 [材料费] A12 $18$A12$ 5 0 0 (1) 纯混凝土 C20 42.5水泥 2级配 中砂 碎石 ≤4cm m3 103 205.306999999999987949195201508700847625732421875 21146.61999999999898136593401432037353515625 327.53800000000001091393642127513885498046875 205.306999999999987949195201508700847625732421875 $014-5$327.538$ B $18$B$ 18 119173 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $18$B$ 18 119181 0 0 (3) 水 m3 130 2.29000000000000003552713678800500929355621337890625 297.69999999999998863131622783839702606201171875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $18$B$ 18 119174 0 0 (4) 其他材料费 元 214.44319999999999026840669102966785430908203125 1 214.43999999999999772626324556767940521240234375 1 0 $ST0999$1$ B $18$B$ 18 119177 0 0 1.1.3 机械使用费 元 0 0 1422.180000000000063664629124104976654052734375 $C20钢筋砼池底厚200mm$592.96$机械使用费$ 18 [机械费] A13 $18$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $18$C$ 18 119179 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $18$C$ 18 119184 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $18$C$ 18 119180 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 6.67999999999999971578290569595992565155029296875 10.2919999999999998152588887023739516735076904296875 68.75 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $18$C$ 18 119175 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 3.910000000000000142108547152020037174224853515625 203.3410000000000081854523159563541412353515625 795.05999999999994543031789362430572509765625 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $18$C$ 18 119176 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 25.914300000000000778754838393069803714752197265625 1 25.910000000000000142108547152020037174224853515625 1 0 $ST9999$1$ C $18$C$ 18 119178 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 33624.2699999999967985786497592926025390625 1546.720000000000027284841053187847137451171875 $C20钢筋砼池底厚200mm$592.96$措施费$ 18 A1 A2 $18$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 35170.9899999999979627318680286407470703125 3903.98000000000001818989403545856475830078125 $C20钢筋砼池底厚200mm$592.96$间接费$ 18 A B $18$B$ 5 0 0 3 利润 % 7 39074.97000000000116415321826934814453125 2735.25 $C20钢筋砼池底厚200mm$592.96$利润$ 18 A+B C $18$C$ 5 0 0 4 主材价差 元 0 0 12589.72999999999956344254314899444580078125 $C20钢筋砼池底厚200mm$592.96$主材价差$ 18 [材料价差] D $18$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $18$J$ 18 119187 0 0 (2) 水泥42.5 kg 31641.29100000000107684172689914703369140625 0.1459999999999999908961711980737163685262203216552734375 4619.6300000000001091393642127513885498046875 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $18$J$ 18 119185 0 0 (3) 中砂 m3 56.62939999999999685087459511123597621917724609375 91.7999999999999971578290569595992565155029296875 5198.579999999999927240423858165740966796875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $18$J$ 18 119186 0 0 5 主材费 元 0 0 0 $C20钢筋砼池底厚200mm$592.96$主材费$ 18 [主材费] E $18$E$ 5 0 0 6 价格调节基金 % 0 54399.949999999997089616954326629638671875 0 $C20钢筋砼池底厚200mm$592.96$价格调节基金$ 18 A+B+C+D+E F $18$F$ 5 0 0 7 税金 % 9 54399.949999999997089616954326629638671875 4896 $C20钢筋砼池底厚200mm$592.96$税金$ 18 A+B+C+D+E+F G $18$G$ 5 0 0 9 临时工程摊销费 % 0 59295.949999999997089616954326629638671875 0 $C20钢筋砼池底厚200mm$592.96$临时工程摊销费$ 18 A+B+C+D+E+F+G+H I $18$I$ 5 0 0 10 其他费用摊销 % 0 59295.949999999997089616954326629638671875 0 $C20钢筋砼池底厚200mm$592.96$其他费用摊销$ 18 A+B+C+D+E+F+G+H+I J $18$J$ 5 0 0 11 风险费 % 0 59295.949999999997089616954326629638671875 0 $C20钢筋砼池底厚200mm$592.96$风险费$ 18 A+B+C+D+E+F+G+H+I+J K $18$K$ 5 0 0 13 工程单价 元 0 0 59296 $C20钢筋砼池底厚200mm$592.96$工程单价$ 18 A+B+C+D+E+F+G+H+I+J+K+L Z $18$Z$ 5 0 0 附件表三 建筑工程单价表 25 25 单价编号 6 定额编号 4063+4200×1.03+40170×1.03 项目名称 C20钢筋砼池壁厚200mm 单 价 602.79元/m3 计算单位 100m3 100 25 施工方法 工作内容 单 价: 602.7899999999999636202119290828704833984375 元/m3 $C20钢筋砼池壁厚200mm$602.79$ 100 $单价行$ 25 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 35930.0100000000020372681319713592529296875 $C20钢筋砼池壁厚200mm$602.79$直接费$ 25 A1+A2 A $25$A$ 5 0 0 1.1 直接工程费 元 0 0 34349.91000000000349245965480804443359375 $C20钢筋砼池壁厚200mm$602.79$直接工程费$ 25 A11+A12+A13 A1 $25$A1$ 5 0 0 1.1.1 人工费 元 0 0 10081.54999999999927240423858165740966796875 $C20钢筋砼池壁厚200mm$602.79$人工费$ 25 [人工费] A11 $25$A11$ 5 0 0 (1) 技工 工日 54.5403000000000020008883439004421234130859375 65 3545.1199999999998908606357872486114501953125 65 0 $900010$65$ A $25$A$ 25 119188 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $25$A$ 25 119200 0 0 (3) 普工 工日 40.61670000000000158024704433046281337738037109375 50 2030.839999999999918145476840436458587646484375 50 0 $900020$50$ A $25$A$ 25 119189 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $25$A$ 25 119201 0 0 1.1.2 材料费 元 0 0 22041.22999999999956344254314899444580078125 $C20钢筋砼池壁厚200mm$602.79$材料费$ 25 [材料费] A12 $25$A12$ 5 0 0 (1) 纯混凝土 C20 42.5水泥 2级配 中砂 碎石 ≤4cm m3 103 205.306999999999987949195201508700847625732421875 21146.61999999999898136593401432037353515625 327.53800000000001091393642127513885498046875 205.306999999999987949195201508700847625732421875 $014-5$327.538$ B $25$B$ 25 119190 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $25$B$ 25 119199 0 0 (3) 水 m3 180 2.29000000000000003552713678800500929355621337890625 412.19999999999998863131622783839702606201171875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $25$B$ 25 119191 0 0 (4) 其他材料费 元 431.17640000000000100044417195022106170654296875 1 431.18000000000000682121026329696178436279296875 1 0 $ST0999$1$ B $25$B$ 25 119195 0 0 1.1.3 机械使用费 元 0 0 2227.1300000000001091393642127513885498046875 $C20钢筋砼池壁厚200mm$602.79$机械使用费$ 25 [机械费] A13 $25$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $25$C$ 25 119197 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $25$C$ 25 119202 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $25$C$ 25 119198 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 8.25 10.2919999999999998152588887023739516735076904296875 84.909999999999996589394868351519107818603515625 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $25$C$ 25 119192 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 2.060000000000000053290705182007513940334320068359375 203.3410000000000081854523159563541412353515625 418.8799999999999954525264911353588104248046875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $25$C$ 25 119193 0 203.342000000000012960299500264227390289306640625 (6) 混凝土输送泵 30m3/h 台班 1.939999999999999946709294817992486059665679931640625 513.3619999999999663486960344016551971435546875 995.9199999999999590727384202182292938232421875 513.3619999999999663486960344016551971435546875 513.3619999999999663486960344016551971435546875 $2024$513.362$ C $25$C$ 25 119194 0 513.3619999999999663486960344016551971435546875 (7) 其他机械费 元 194.962299999999999045030563138425350189208984375 1 194.960000000000007958078640513122081756591796875 1 0 $ST9999$1$ C $25$C$ 25 119196 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 34349.91000000000349245965480804443359375 1580.09999999999990905052982270717620849609375 $C20钢筋砼池壁厚200mm$602.79$措施费$ 25 A1 A2 $25$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 35930.0100000000020372681319713592529296875 3988.23000000000001818989403545856475830078125 $C20钢筋砼池壁厚200mm$602.79$间接费$ 25 A B $25$B$ 5 0 0 3 利润 % 7 39918.2399999999979627318680286407470703125 2794.28000000000020008883439004421234130859375 $C20钢筋砼池壁厚200mm$602.79$利润$ 25 A+B C $25$C$ 5 0 0 4 主材价差 元 0 0 12589.72999999999956344254314899444580078125 $C20钢筋砼池壁厚200mm$602.79$主材价差$ 25 [材料价差] D $25$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $25$J$ 25 119205 0 0 (2) 水泥42.5 kg 31641.29100000000107684172689914703369140625 0.1459999999999999908961711980737163685262203216552734375 4619.6300000000001091393642127513885498046875 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $25$J$ 25 119203 0 0 (3) 中砂 m3 56.62939999999999685087459511123597621917724609375 91.7999999999999971578290569595992565155029296875 5198.579999999999927240423858165740966796875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $25$J$ 25 119204 0 0 5 主材费 元 0 0 0 $C20钢筋砼池壁厚200mm$602.79$主材费$ 25 [主材费] E $25$E$ 5 0 0 6 价格调节基金 % 0 55302.25 0 $C20钢筋砼池壁厚200mm$602.79$价格调节基金$ 25 A+B+C+D+E F $25$F$ 5 0 0 7 税金 % 9 55302.25 4977.1999999999998181010596454143524169921875 $C20钢筋砼池壁厚200mm$602.79$税金$ 25 A+B+C+D+E+F G $25$G$ 5 0 0 9 临时工程摊销费 % 0 60279.449999999997089616954326629638671875 0 $C20钢筋砼池壁厚200mm$602.79$临时工程摊销费$ 25 A+B+C+D+E+F+G+H I $25$I$ 5 0 0 10 其他费用摊销 % 0 60279.449999999997089616954326629638671875 0 $C20钢筋砼池壁厚200mm$602.79$其他费用摊销$ 25 A+B+C+D+E+F+G+H+I J $25$J$ 5 0 0 11 风险费 % 0 60279.449999999997089616954326629638671875 0 $C20钢筋砼池壁厚200mm$602.79$风险费$ 25 A+B+C+D+E+F+G+H+I+J K $25$K$ 5 0 0 13 工程单价 元 0 0 60279 $C20钢筋砼池壁厚200mm$602.79$工程单价$ 25 A+B+C+D+E+F+G+H+I+J+K+L Z $25$Z$ 5 0 0 附件表三 建筑工程单价表 29 29 单价编号 7 定额编号 4360 项目名称 钢筋制作安装 单 价 6132.22元/t 计算单位 t 1 29 施工方法 工作内容 单 价: 6132.2200000000002546585164964199066162109375 元/t $钢筋制作安装$6132.22$ 1 $单价行$ 29 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 4863.8699999999998908606357872486114501953125 $钢筋制作安装$6132.22$直接费$ 29 A1+A2 A $29$A$ 6 0 0 1.1 直接工程费 元 0 0 4649.9700000000002546585164964199066162109375 $钢筋制作安装$6132.22$直接工程费$ 29 A11+A12+A13 A1 $29$A1$ 6 0 0 1.1.1 人工费 元 0 0 627.1499999999999772626324556767940521240234375 $钢筋制作安装$6132.22$人工费$ 29 [人工费] A11 $29$A11$ 6 0 0 (1) 技工 工日 7.5099999999999997868371792719699442386627197265625 65 488.1499999999999772626324556767940521240234375 65 0 $900010$65$ A $29$A$ 29 119206 0 0 (2) 普工 工日 2.779999999999999804600747665972448885440826416015625 50 139 50 0 $900020$50$ A $29$A$ 29 119207 0 0 1.1.2 材料费 元 0 0 3904.40999999999985448084771633148193359375 $钢筋制作安装$6132.22$材料费$ 29 [材料费] A12 $29$A12$ 6 0 0 (1) 钢筋 t 1.020000000000000017763568394002504646778106689453125 3743.36000000000012732925824820995330810546875 3818.23000000000001818989403545856475830078125 3743.36000000000012732925824820995330810546875 4000 $902410$3743.36$ B $29$B$ 29 119208 0 0 (2) 铁丝 kg 4 2.890000000000000124344978758017532527446746826171875 11.5600000000000004973799150320701301097869873046875 2.890000000000000124344978758017532527446746826171875 0 $904410$2.89$ B $29$B$ 29 119209 0 0 (3) 电焊条 kg 7.21999999999999975131004248396493494510650634765625 4.980000000000000426325641456060111522674560546875 35.96000000000000085265128291212022304534912109375 4.980000000000000426325641456060111522674560546875 0 $901450$4.98$ B $29$B$ 29 119210 0 0 (4) 其他材料费 % 1 3865.75 38.659999999999996589394868351519107818603515625 3865.75 0 $ST0999$3865.75$ B $29$B$ 29 119219 0 0 1.1.3 机械使用费 元 0 0 118.409999999999996589394868351519107818603515625 $钢筋制作安装$6132.22$机械使用费$ 29 [机械费] A13 $29$A13$ 6 0 0 (1) 钢筋调直机 4~14kw 台班 0.05000000000000000277555756156289135105907917022705078125 116.4669999999999987494447850622236728668212890625 5.82000000000000028421709430404007434844970703125 116.4669999999999987494447850622236728668212890625 116.4669999999999987494447850622236728668212890625 $9059$116.467$ C $29$C$ 29 119211 0 116.4669999999999987494447850622236728668212890625 (2) 风(砂)水枪 耗风量6m3/min 台班 0.13000000000000000444089209850062616169452667236328125 203.3410000000000081854523159563541412353515625 26.42999999999999971578290569595992565155029296875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $29$C$ 29 119212 0 203.342000000000012960299500264227390289306640625 (3) 钢筋切断机 20kW 台班 0.0299999999999999988897769753748434595763683319091796875 143.47300000000001318767317570745944976806640625 4.29999999999999982236431605997495353221893310546875 143.47300000000001318767317570745944976806640625 143.47300000000001318767317570745944976806640625 $9058$143.473$ C $29$C$ 29 119213 0 143.47300000000001318767317570745944976806640625 (4) 钢筋弯曲机 Φ6~40 台班 0.0899999999999999966693309261245303787291049957275390625 98.44499999999999317878973670303821563720703125 8.8599999999999994315658113919198513031005859375 98.44499999999999317878973670303821563720703125 98.44499999999999317878973670303821563720703125 $9054$98.445$ C $29$C$ 29 119214 0 98.44499999999999317878973670303821563720703125 (5) 电焊机 交流 25 kVA 台班 0.82999999999999996003197111349436454474925994873046875 45.14200000000000301270119962282478809356689453125 37.469999999999998863131622783839702606201171875 45.14200000000000301270119962282478809356689453125 45.14200000000000301270119962282478809356689453125 $9042$45.142$ C $29$C$ 29 119215 0 45.14200000000000301270119962282478809356689453125 (6) 对焊机 电弧型 150 kwA 台班 0.0299999999999999988897769753748434595763683319091796875 355.85500000000001818989403545856475830078125 10.67999999999999971578290569595992565155029296875 355.85500000000001818989403545856475830078125 355.85500000000001818989403545856475830078125 $9052$355.855$ C $29$C$ 29 119216 0 355.85500000000001818989403545856475830078125 (7) 载重汽车 5t 台班 0.040000000000000000832667268468867405317723751068115234375 415.3609999999999899955582804977893829345703125 16.6099999999999994315658113919198513031005859375 415.3609999999999899955582804977893829345703125 415.3609999999999899955582804977893829345703125 $3004$415.361$ C $29$C$ 29 119217 0 415.36200000000002319211489520967006683349609375 (8) 塔式起重机 10t 台班 0.01000000000000000020816681711721685132943093776702880859375 591.9420000000000072759576141834259033203125 5.9199999999999999289457264239899814128875732421875 591.9420000000000072759576141834259033203125 591.9420000000000072759576141834259033203125 $5012$591.942$ C $29$C$ 29 119218 0 591.942999999999983629095368087291717529296875 (9) 其他机械费 % 2 116.090000000000003410605131648480892181396484375 2.319999999999999840127884453977458178997039794921875 116.090000000000003410605131648480892181396484375 0 $ST9999$116.09$ C $29$C$ 29 119220 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 4649.9700000000002546585164964199066162109375 213.900000000000005684341886080801486968994140625 $钢筋制作安装$6132.22$措施费$ 29 A1 A2 $29$A2$ 6 0 0 2 间接费 % 8.0999999999999996447286321199499070644378662109375 4863.8699999999998908606357872486114501953125 393.970000000000027284841053187847137451171875 $钢筋制作安装$6132.22$间接费$ 29 A B $29$B$ 6 0 0 3 利润 % 7 5257.84000000000014551915228366851806640625 368.05000000000001136868377216160297393798828125 $钢筋制作安装$6132.22$利润$ 29 A+B C $29$C$ 6 0 0 4 主材价差 元 0 0 0 $钢筋制作安装$6132.22$主材价差$ 29 [材料价差] D $29$D$ 6 0 0 5 主材费 元 0 0 0 $钢筋制作安装$6132.22$主材费$ 29 [主材费] E $29$E$ 6 0 0 6 价格调节基金 % 0 5625.8900000000003274180926382541656494140625 0 $钢筋制作安装$6132.22$价格调节基金$ 29 A+B+C+D+E F $29$F$ 6 0 0 7 税金 % 9 5625.8900000000003274180926382541656494140625 506.32999999999998408384271897375583648681640625 $钢筋制作安装$6132.22$税金$ 29 A+B+C+D+E+F G $29$G$ 6 0 0 9 临时工程摊销费 % 0 6132.2200000000002546585164964199066162109375 0 $钢筋制作安装$6132.22$临时工程摊销费$ 29 A+B+C+D+E+F+G+H I $29$I$ 6 0 0 10 其他费用摊销 % 0 6132.2200000000002546585164964199066162109375 0 $钢筋制作安装$6132.22$其他费用摊销$ 29 A+B+C+D+E+F+G+H+I J $29$J$ 6 0 0 11 风险费 % 0 6132.2200000000002546585164964199066162109375 0 $钢筋制作安装$6132.22$风险费$ 29 A+B+C+D+E+F+G+H+I+J K $29$K$ 6 0 0 13 工程单价 元 0 0 6132.2200000000002546585164964199066162109375 $钢筋制作安装$6132.22$工程单价$ 29 A+B+C+D+E+F+G+H+I+J+K+L Z $29$Z$ 6 0 0 附件表三 建筑工程单价表 31 31 单价编号 8 定额编号 5053T+5054 项目名称 胶合木模板制作及安装、拆除 单 价 34.23元/m2 计算单位 100m2 100 31 施工方法 工作内容 单 价: 34.22999999999999687361196265555918216705322265625 元/m2 $胶合木模板制作及安装、拆除$34.23$ 100 $单价行$ 31 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 2665.67999999999983629095368087291717529296875 $胶合木模板制作及安装、拆除$34.23$直接费$ 31 A1+A2 A $31$A$ 4 0 0 1.1 直接工程费 元 0 0 2548.4499999999998181010596454143524169921875 $胶合木模板制作及安装、拆除$34.23$直接工程费$ 31 A11+A12+A13 A1 $31$A1$ 4 0 0 1.1.1 人工费 元 0 0 813.1499999999999772626324556767940521240234375 $胶合木模板制作及安装、拆除$34.23$人工费$ 31 [人工费] A11 $31$A11$ 4 0 0 (1) 技工 工日 10.5099999999999997868371792719699442386627197265625 65 683.1499999999999772626324556767940521240234375 65 0 $900010$65$ A $31$A$ 31 119222 0 0 (2) 普工 工日 2.600000000000000088817841970012523233890533447265625 50 130 50 0 $900020$50$ A $31$A$ 31 119223 0 0 1.1.2 材料费 元 0 0 1421.2100000000000363797880709171295166015625 $胶合木模板制作及安装、拆除$34.23$材料费$ 31 [材料费] A12 $31$A12$ 4 0 0 (1) 胶合模板(18mm) m2 21.25 45 956.25 45 0 $906210$45$ B $31$B$ 31 119224 0 0 (2) 铁件 kg 6.7599999999999997868371792719699442386627197265625 4.8499999999999996447286321199499070644378662109375 32.78999999999999914734871708787977695465087890625 4.8499999999999996447286321199499070644378662109375 0 $904190$4.85$ B $31$B$ 31 119225 0 0 (3) 铁丝 kg 7.55999999999999960920149533194489777088165283203125 2.890000000000000124344978758017532527446746826171875 21.85000000000000142108547152020037174224853515625 2.890000000000000124344978758017532527446746826171875 0 $904410$2.89$ B $31$B$ 31 119232 0 0 (4) 铁钉 kg 5.4000000000000003552713678800500929355621337890625 6.0099999999999997868371792719699442386627197265625 32.4500000000000028421709430404007434844970703125 6.0099999999999997868371792719699442386627197265625 0 $904170$6.01$ B $31$B$ 31 119226 0 0 (5) 锯材 m3 0.34999999999999997779553950749686919152736663818359375 1000 350 1000 0 $900580$1000$ B $31$B$ 31 119227 0 0 (6) 其他材料费 元 27.866800000000001347189027001149952411651611328125 1 27.870000000000000994759830064140260219573974609375 1 0 $ST0999$1$ B $31$B$ 31 119230 0 0 1.1.3 机械使用费 元 0 0 314.08999999999997498889570124447345733642578125 $胶合木模板制作及安装、拆除$34.23$机械使用费$ 31 [机械费] A13 $31$A13$ 4 0 0 (1) 汽车起重机 5t 台班 0.25 416.9189999999999827196006663143634796142578125 104.2300000000000039790393202565610408782958984375 416.9189999999999827196006663143634796142578125 416.9189999999999827196006663143634796142578125 $5051$416.919$ C $31$C$ 31 119233 0 416.9189999999999827196006663143634796142578125 (2) 圆盘锯 台班 0.450000000000000011102230246251565404236316680908203125 164.068999999999988403942552395164966583251953125 73.8299999999999982946974341757595539093017578125 164.068999999999988403942552395164966583251953125 164.068999999999988403942552395164966583251953125 $9090$164.069$ C $31$C$ 31 119228 0 164.068999999999988403942552395164966583251953125 (3) 载重汽车 5t 台班 0.320000000000000006661338147750939242541790008544921875 415.3609999999999899955582804977893829345703125 132.919999999999987494447850622236728668212890625 415.3609999999999899955582804977893829345703125 415.3609999999999899955582804977893829345703125 $3004$415.361$ C $31$C$ 31 119229 0 415.36200000000002319211489520967006683349609375 (4) 其他机械费 元 3.10979999999999989768184605054557323455810546875 1 3.109999999999999875655021241982467472553253173828125 1 0 $ST9999$1$ C $31$C$ 31 119231 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 2548.4499999999998181010596454143524169921875 117.2300000000000039790393202565610408782958984375 $胶合木模板制作及安装、拆除$34.23$措施费$ 31 A1 A2 $31$A2$ 4 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 2665.67999999999983629095368087291717529296875 269.23000000000001818989403545856475830078125 $胶合木模板制作及安装、拆除$34.23$间接费$ 31 A B $31$B$ 4 0 0 3 利润 % 7 2934.90999999999985448084771633148193359375 205.43999999999999772626324556767940521240234375 $胶合木模板制作及安装、拆除$34.23$利润$ 31 A+B C $31$C$ 4 0 0 4 主材价差 元 0 0 0 $胶合木模板制作及安装、拆除$34.23$主材价差$ 31 [材料价差] D $31$D$ 4 0 0 5 主材费 元 0 0 0 $胶合木模板制作及安装、拆除$34.23$主材费$ 31 [主材费] E $31$E$ 4 0 0 6 价格调节基金 % 0 3140.34999999999990905052982270717620849609375 0 $胶合木模板制作及安装、拆除$34.23$价格调节基金$ 31 A+B+C+D+E F $31$F$ 4 0 0 7 税金 % 9 3140.34999999999990905052982270717620849609375 282.6299999999999954525264911353588104248046875 $胶合木模板制作及安装、拆除$34.23$税金$ 31 A+B+C+D+E+F G $31$G$ 4 0 0 9 临时工程摊销费 % 0 3422.98000000000001818989403545856475830078125 0 $胶合木模板制作及安装、拆除$34.23$临时工程摊销费$ 31 A+B+C+D+E+F+G+H I $31$I$ 4 0 0 10 其他费用摊销 % 0 3422.98000000000001818989403545856475830078125 0 $胶合木模板制作及安装、拆除$34.23$其他费用摊销$ 31 A+B+C+D+E+F+G+H+I J $31$J$ 4 0 0 11 风险费 % 0 3422.98000000000001818989403545856475830078125 0 $胶合木模板制作及安装、拆除$34.23$风险费$ 31 A+B+C+D+E+F+G+H+I+J K $31$K$ 4 0 0 13 工程单价 元 0 0 3423 $胶合木模板制作及安装、拆除$34.23$工程单价$ 31 A+B+C+D+E+F+G+H+I+J+K+L Z $31$Z$ 4 0 0 附件表三 建筑工程单价表 35 35 单价编号 9 定额编号 BC004 项目名称 铁丝网护栏(采用防锈钢丝) 单 价 60元/m2 计算单位 m2 1 35 施工方法 工作内容 单 价: 60 元/m2 $铁丝网护栏(采用防锈钢丝)$60$ 1 $单价行$ 35 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 60 $铁丝网护栏(采用防锈钢丝)$60$直接费$ 35 A1+A2 A $35$A$ 15 0 0 1.1 直接工程费 元 0 0 60 $铁丝网护栏(采用防锈钢丝)$60$直接工程费$ 35 A11+A12+A13 A1 $35$A1$ 15 0 0 1.1.1 人工费 元 0 0 0 $铁丝网护栏(采用防锈钢丝)$60$人工费$ 35 [人工费] A11 $35$A11$ 15 0 0 1.1.2 材料费 元 0 0 60 $铁丝网护栏(采用防锈钢丝)$60$材料费$ 35 [材料费] A12 $35$A12$ 15 0 0 (1) 铁丝网护栏(采用防锈钢丝) m2 1 60 60 60 0 $BC004$60$ B $35$B$ 35 136 0 0 1.1.3 机械使用费 元 0 0 0 $铁丝网护栏(采用防锈钢丝)$60$机械使用费$ 35 [机械费] A13 $35$A13$ 15 0 0 1.2 措施费 % 0 60 0 $铁丝网护栏(采用防锈钢丝)$60$措施费$ 35 A1 A2 $35$A2$ 15 0 0 2 间接费 % 0 60 0 $铁丝网护栏(采用防锈钢丝)$60$间接费$ 35 A B $35$B$ 15 0 0 3 利润 % 0 60 0 $铁丝网护栏(采用防锈钢丝)$60$利润$ 35 A+B C $35$C$ 15 0 0 4 主材价差 元 0 0 0 $铁丝网护栏(采用防锈钢丝)$60$主材价差$ 35 [材料价差] D $35$D$ 15 0 0 5 主材费 元 0 0 0 $铁丝网护栏(采用防锈钢丝)$60$主材费$ 35 [主材费] E $35$E$ 15 0 0 6 价格调节基金 % 0 60 0 $铁丝网护栏(采用防锈钢丝)$60$价格调节基金$ 35 A+B+C+D+E F $35$F$ 15 0 0 7 税金 % 0 60 0 $铁丝网护栏(采用防锈钢丝)$60$税金$ 35 A+B+C+D+E+F G $35$G$ 15 0 0 9 临时工程摊销费 % 0 60 0 $铁丝网护栏(采用防锈钢丝)$60$临时工程摊销费$ 35 A+B+C+D+E+F+G+H I $35$I$ 15 0 0 10 其他费用摊销 % 0 60 0 $铁丝网护栏(采用防锈钢丝)$60$其他费用摊销$ 35 A+B+C+D+E+F+G+H+I J $35$J$ 15 0 0 11 风险费 % 0 60 0 $铁丝网护栏(采用防锈钢丝)$60$风险费$ 35 A+B+C+D+E+F+G+H+I+J K $35$K$ 15 0 0 13 工程单价 元 0 0 60 $铁丝网护栏(采用防锈钢丝)$60$工程单价$ 35 A+B+C+D+E+F+G+H+I+J+K+L Z $35$Z$ 15 0 0 附件表三 建筑工程单价表 36 36 单价编号 10 定额编号 9106T 项目名称 DN90mmPE管排污阀 单 价 317.06元/个 计算单位 10个 10 36 施工方法 工作内容 单 价: 317.06000000000000227373675443232059478759765625 元/个 $DN90mmPE管排污阀$317.06$ 10 $单价行$ 36 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 93.219999999999998863131622783839702606201171875 $DN90mmPE管排污阀$317.06$直接费$ 36 A1+A2 A $36$A$ 11 0 0 1.1 直接工程费 元 0 0 89.1200000000000045474735088646411895751953125 $DN90mmPE管排污阀$317.06$直接工程费$ 36 A11+A12+A13 A1 $36$A1$ 11 0 0 1.1.1 人工费 元 0 0 41.47999999999999687361196265555918216705322265625 $DN90mmPE管排污阀$317.06$人工费$ 36 [人工费] A11 $36$A11$ 11 0 0 (1) 技工 工日 0.315000000000000002220446049250313080847263336181640625 65 20.480000000000000426325641456060111522674560546875 65 0 $900010$65$ A $36$A$ 36 119234 0 0 (2) 普工 工日 0.419999999999999984456877655247808434069156646728515625 50 21 50 0 $900020$50$ A $36$A$ 36 119235 0 0 1.1.2 材料费 元 0 0 4.1500000000000003552713678800500929355621337890625 $DN90mmPE管排污阀$317.06$材料费$ 36 [材料费] A12 $36$A12$ 11 0 0 (1) 零星材料费 % 5 82.900000000000005684341886080801486968994140625 4.1500000000000003552713678800500929355621337890625 82.900000000000005684341886080801486968994140625 0 $ST0998$82.9$ B $36$B$ 36 119238 0 0 1.1.3 机械使用费 元 0 0 43.49000000000000198951966012828052043914794921875 $DN90mmPE管排污阀$317.06$机械使用费$ 36 [机械费] A13 $36$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.48299999999999998490096686509787105023860931396484375 85.7639999999999957935870043002068996429443359375 41.4200000000000017053025658242404460906982421875 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $36$C$ 36 119236 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 41.4200000000000017053025658242404460906982421875 2.069999999999999840127884453977458178997039794921875 41.4200000000000017053025658242404460906982421875 0 $ST9999$41.42$ C $36$C$ 36 119239 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 89.1200000000000045474735088646411895751953125 4.0999999999999996447286321199499070644378662109375 $DN90mmPE管排污阀$317.06$措施费$ 36 A1 A2 $36$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 93.219999999999998863131622783839702606201171875 8.480000000000000426325641456060111522674560546875 $DN90mmPE管排污阀$317.06$间接费$ 36 A B $36$B$ 11 0 0 3 利润 % 7 101.7000000000000028421709430404007434844970703125 7.12000000000000010658141036401502788066864013671875 $DN90mmPE管排污阀$317.06$利润$ 36 A+B C $36$C$ 11 0 0 4 主材价差 元 0 0 0 $DN90mmPE管排污阀$317.06$主材价差$ 36 [材料价差] D $36$D$ 11 0 0 5 主材费 元 0 0 2800 $DN90mmPE管排污阀$317.06$主材费$ 36 [主材费] E $36$E$ 11 0 0 (1) DN90mmPE管排污阀 个 10 280 2800 280 0 $521090B$280$ F $36$F$ 36 119237 0 0 6 价格调节基金 % 0 2908.82000000000016370904631912708282470703125 0 $DN90mmPE管排污阀$317.06$价格调节基金$ 36 A+B+C+D+E F $36$F$ 11 0 0 7 税金 % 9 2908.82000000000016370904631912708282470703125 261.79000000000002046363078989088535308837890625 $DN90mmPE管排污阀$317.06$税金$ 36 A+B+C+D+E+F G $36$G$ 11 0 0 9 临时工程摊销费 % 0 3170.61000000000012732925824820995330810546875 0 $DN90mmPE管排污阀$317.06$临时工程摊销费$ 36 A+B+C+D+E+F+G+H I $36$I$ 11 0 0 10 其他费用摊销 % 0 3170.61000000000012732925824820995330810546875 0 $DN90mmPE管排污阀$317.06$其他费用摊销$ 36 A+B+C+D+E+F+G+H+I J $36$J$ 11 0 0 11 风险费 % 0 3170.61000000000012732925824820995330810546875 0 $DN90mmPE管排污阀$317.06$风险费$ 36 A+B+C+D+E+F+G+H+I+J K $36$K$ 11 0 0 13 工程单价 元 0 0 3170.59999999999990905052982270717620849609375 $DN90mmPE管排污阀$317.06$工程单价$ 36 A+B+C+D+E+F+G+H+I+J+K+L Z $36$Z$ 11 0 0 附件表三 建筑工程单价表 38 38 单价编号 11 定额编号 9095T 项目名称 DN90mmPE管 单 价 40元/m 计算单位 100m 100 38 施工方法 工作内容 单 价: 40 元/m $DN90mmPE管$40$ 100 $单价行$ 38 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 522.0800000000000409272615797817707061767578125 $DN90mmPE管$40$直接费$ 38 A1+A2 A $38$A$ 11 0 0 1.1 直接工程费 元 0 0 499.1200000000000045474735088646411895751953125 $DN90mmPE管$40$直接工程费$ 38 A11+A12+A13 A1 $38$A1$ 11 0 0 1.1.1 人工费 元 0 0 355.5 $DN90mmPE管$40$人工费$ 38 [人工费] A11 $38$A11$ 11 0 0 (1) 技工 工日 2.70000000000000017763568394002504646778106689453125 65 175.5 65 0 $900010$65$ A $38$A$ 38 119240 0 0 (2) 普工 工日 3.600000000000000088817841970012523233890533447265625 50 180 50 0 $900020$50$ A $38$A$ 38 119241 0 0 1.1.2 材料费 元 0 0 44.56000000000000227373675443232059478759765625 $DN90mmPE管$40$材料费$ 38 [材料费] A12 $38$A12$ 11 0 0 (1) 零星材料费 % 10 445.55000000000001136868377216160297393798828125 44.56000000000000227373675443232059478759765625 445.55000000000001136868377216160297393798828125 0 $ST0998$445.55$ B $38$B$ 38 119244 0 0 1.1.3 机械使用费 元 0 0 99.06000000000000227373675443232059478759765625 $DN90mmPE管$40$机械使用费$ 38 [机械费] A13 $38$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 1.0500000000000000444089209850062616169452667236328125 85.7639999999999957935870043002068996429443359375 90.0499999999999971578290569595992565155029296875 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $38$C$ 38 119242 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 10 90.0499999999999971578290569595992565155029296875 9.0099999999999997868371792719699442386627197265625 90.0499999999999971578290569595992565155029296875 0 $ST9999$90.05$ C $38$C$ 38 119245 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 499.1200000000000045474735088646411895751953125 22.96000000000000085265128291212022304534912109375 $DN90mmPE管$40$措施费$ 38 A1 A2 $38$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 522.0800000000000409272615797817707061767578125 47.50999999999999801048033987171947956085205078125 $DN90mmPE管$40$间接费$ 38 A B $38$B$ 11 0 0 3 利润 % 7 569.5900000000000318323145620524883270263671875 39.86999999999999744204615126363933086395263671875 $DN90mmPE管$40$利润$ 38 A+B C $38$C$ 11 0 0 4 主材价差 元 0 0 0 $DN90mmPE管$40$主材价差$ 38 [材料价差] D $38$D$ 11 0 0 5 主材费 元 0 0 3060 $DN90mmPE管$40$主材费$ 38 [主材费] E $38$E$ 11 0 0 (1) DN90mmPE管 m 102 30 3060 30 0 $313882B$30$ F $38$F$ 38 119243 0 0 6 价格调节基金 % 0 3669.4600000000000363797880709171295166015625 0 $DN90mmPE管$40$价格调节基金$ 38 A+B+C+D+E F $38$F$ 11 0 0 7 税金 % 9 3669.4600000000000363797880709171295166015625 330.25 $DN90mmPE管$40$税金$ 38 A+B+C+D+E+F G $38$G$ 11 0 0 9 临时工程摊销费 % 0 3999.7100000000000363797880709171295166015625 0 $DN90mmPE管$40$临时工程摊销费$ 38 A+B+C+D+E+F+G+H I $38$I$ 11 0 0 10 其他费用摊销 % 0 3999.7100000000000363797880709171295166015625 0 $DN90mmPE管$40$其他费用摊销$ 38 A+B+C+D+E+F+G+H+I J $38$J$ 11 0 0 11 风险费 % 0 3999.7100000000000363797880709171295166015625 0 $DN90mmPE管$40$风险费$ 38 A+B+C+D+E+F+G+H+I+J K $38$K$ 11 0 0 13 工程单价 元 0 0 4000 $DN90mmPE管$40$工程单价$ 38 A+B+C+D+E+F+G+H+I+J+K+L Z $38$Z$ 11 0 0 附件表三 建筑工程单价表 40 40 单价编号 12 定额编号 BC001 项目名称 安全警示牌 单 价 200元/块 计算单位 块 1 40 施工方法 工作内容 单 价: 200 元/块 $安全警示牌$200$ 1 $单价行$ 40 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 200 $安全警示牌$200$直接费$ 40 A1+A2 A $40$A$ 15 0 0 1.1 直接工程费 元 0 0 200 $安全警示牌$200$直接工程费$ 40 A11+A12+A13 A1 $40$A1$ 15 0 0 1.1.1 人工费 元 0 0 0 $安全警示牌$200$人工费$ 40 [人工费] A11 $40$A11$ 15 0 0 1.1.2 材料费 元 0 0 200 $安全警示牌$200$材料费$ 40 [材料费] A12 $40$A12$ 15 0 0 (1) 安全警示牌 块 1 200 200 200 0 $BC001$200$ B $40$B$ 40 149 0 0 1.1.3 机械使用费 元 0 0 0 $安全警示牌$200$机械使用费$ 40 [机械费] A13 $40$A13$ 15 0 0 1.2 措施费 % 0 200 0 $安全警示牌$200$措施费$ 40 A1 A2 $40$A2$ 15 0 0 2 间接费 % 0 200 0 $安全警示牌$200$间接费$ 40 A B $40$B$ 15 0 0 3 利润 % 0 200 0 $安全警示牌$200$利润$ 40 A+B C $40$C$ 15 0 0 4 主材价差 元 0 0 0 $安全警示牌$200$主材价差$ 40 [材料价差] D $40$D$ 15 0 0 5 主材费 元 0 0 0 $安全警示牌$200$主材费$ 40 [主材费] E $40$E$ 15 0 0 6 价格调节基金 % 0 200 0 $安全警示牌$200$价格调节基金$ 40 A+B+C+D+E F $40$F$ 15 0 0 7 税金 % 0 200 0 $安全警示牌$200$税金$ 40 A+B+C+D+E+F G $40$G$ 15 0 0 9 临时工程摊销费 % 0 200 0 $安全警示牌$200$临时工程摊销费$ 40 A+B+C+D+E+F+G+H I $40$I$ 15 0 0 10 其他费用摊销 % 0 200 0 $安全警示牌$200$其他费用摊销$ 40 A+B+C+D+E+F+G+H+I J $40$J$ 15 0 0 11 风险费 % 0 200 0 $安全警示牌$200$风险费$ 40 A+B+C+D+E+F+G+H+I+J K $40$K$ 15 0 0 13 工程单价 元 0 0 200 $安全警示牌$200$工程单价$ 40 A+B+C+D+E+F+G+H+I+J+K+L Z $40$Z$ 15 0 0 附件表三 建筑工程单价表 567 567 单价编号 13 定额编号 4046+4200×1.03+40170×1.03 项目名称 C20钢筋砼池底厚200mm 单 价 584.56元/m3 计算单位 100m3 100 567 施工方法 工作内容 单 价: 584.55999999999994543031789362430572509765625 元/m3 $C20钢筋砼池底厚200mm$584.56$ 100 $单价行$ 567 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 34522.58999999999650754034519195556640625 $C20钢筋砼池底厚200mm$584.56$直接费$ 567 A1+A2 A $567$A$ 5 0 0 1.1 直接工程费 元 0 0 33004.389999999999417923390865325927734375 $C20钢筋砼池底厚200mm$584.56$直接工程费$ 567 A11+A12+A13 A1 $567$A1$ 5 0 0 1.1.1 人工费 元 0 0 9954.54999999999927240423858165740966796875 $C20钢筋砼池底厚200mm$584.56$人工费$ 567 [人工费] A11 $567$A11$ 5 0 0 (1) 技工 工日 50.24029999999999773763192933984100818634033203125 65 3265.6199999999998908606357872486114501953125 65 0 $900010$65$ A $567$A$ 567 119271 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $567$A$ 567 119282 0 0 (3) 普工 工日 43.66669999999999873807610129006206989288330078125 50 2183.34000000000014551915228366851806640625 50 0 $900020$50$ A $567$A$ 567 119272 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $567$A$ 567 119283 0 0 1.1.2 材料费 元 0 0 21703.04999999999927240423858165740966796875 $C20钢筋砼池底厚200mm$584.56$材料费$ 567 [材料费] A12 $567$A12$ 5 0 0 (1) 纯混凝土 C20 42.5水泥 2级配 中砂 碎石 ≤4cm m3 103 205.306999999999987949195201508700847625732421875 21146.61999999999898136593401432037353515625 327.53800000000001091393642127513885498046875 205.306999999999987949195201508700847625732421875 $014-5$327.538$ B $567$B$ 567 119273 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $567$B$ 567 119281 0 0 (3) 水 m3 127 2.29000000000000003552713678800500929355621337890625 290.82999999999998408384271897375583648681640625 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $567$B$ 567 119274 0 0 (4) 其他材料费 元 214.3745000000000118234311230480670928955078125 1 214.3700000000000045474735088646411895751953125 1 0 $ST0999$1$ B $567$B$ 567 119277 0 0 1.1.3 机械使用费 元 0 0 1346.7899999999999636202119290828704833984375 $C20钢筋砼池底厚200mm$584.56$机械使用费$ 567 [机械费] A13 $567$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $567$C$ 567 119279 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $567$C$ 567 119284 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $567$C$ 567 119280 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 6.67999999999999971578290569595992565155029296875 10.2919999999999998152588887023739516735076904296875 68.75 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $567$C$ 567 119275 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 3.54999999999999982236431605997495353221893310546875 203.3410000000000081854523159563541412353515625 721.8600000000000136424205265939235687255859375 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $567$C$ 567 119276 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 23.71829999999999927240423858165740966796875 1 23.719999999999998863131622783839702606201171875 1 0 $ST9999$1$ C $567$C$ 567 119278 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 33004.389999999999417923390865325927734375 1518.200000000000045474735088646411895751953125 $C20钢筋砼池底厚200mm$584.56$措施费$ 567 A1 A2 $567$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 34522.58999999999650754034519195556640625 3832.010000000000218278728425502777099609375 $C20钢筋砼池底厚200mm$584.56$间接费$ 567 A B $567$B$ 5 0 0 3 利润 % 7 38354.5999999999985448084771633148193359375 2684.82000000000016370904631912708282470703125 $C20钢筋砼池底厚200mm$584.56$利润$ 567 A+B C $567$C$ 5 0 0 4 主材价差 元 0 0 12589.72999999999956344254314899444580078125 $C20钢筋砼池底厚200mm$584.56$主材价差$ 567 [材料价差] D $567$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $567$J$ 567 119287 0 0 (2) 水泥42.5 kg 31641.29100000000107684172689914703369140625 0.1459999999999999908961711980737163685262203216552734375 4619.6300000000001091393642127513885498046875 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $567$J$ 567 119285 0 0 (3) 中砂 m3 56.62939999999999685087459511123597621917724609375 91.7999999999999971578290569595992565155029296875 5198.579999999999927240423858165740966796875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $567$J$ 567 119286 0 0 5 主材费 元 0 0 0 $C20钢筋砼池底厚200mm$584.56$主材费$ 567 [主材费] E $567$E$ 5 0 0 6 价格调节基金 % 0 53629.1500000000014551915228366851806640625 0 $C20钢筋砼池底厚200mm$584.56$价格调节基金$ 567 A+B+C+D+E F $567$F$ 5 0 0 7 税金 % 9 53629.1500000000014551915228366851806640625 4826.6199999999998908606357872486114501953125 $C20钢筋砼池底厚200mm$584.56$税金$ 567 A+B+C+D+E+F G $567$G$ 5 0 0 9 临时工程摊销费 % 0 58455.7699999999967985786497592926025390625 0 $C20钢筋砼池底厚200mm$584.56$临时工程摊销费$ 567 A+B+C+D+E+F+G+H I $567$I$ 5 0 0 10 其他费用摊销 % 0 58455.7699999999967985786497592926025390625 0 $C20钢筋砼池底厚200mm$584.56$其他费用摊销$ 567 A+B+C+D+E+F+G+H+I J $567$J$ 5 0 0 11 风险费 % 0 58455.7699999999967985786497592926025390625 0 $C20钢筋砼池底厚200mm$584.56$风险费$ 567 A+B+C+D+E+F+G+H+I+J K $567$K$ 5 0 0 13 工程单价 元 0 0 58456 $C20钢筋砼池底厚200mm$584.56$工程单价$ 567 A+B+C+D+E+F+G+H+I+J+K+L Z $567$Z$ 5 0 0 附件表三 建筑工程单价表 76 76 单价编号 14 定额编号 4046+4200×1.03+40170×1.03 项目名称 C20钢筋砼池底厚300mm 单 价 584.56元/m3 计算单位 100m3 100 76 施工方法 工作内容 单 价: 584.55999999999994543031789362430572509765625 元/m3 $C20钢筋砼池底厚300mm$584.56$ 100 $单价行$ 76 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 34522.58999999999650754034519195556640625 $C20钢筋砼池底厚300mm$584.56$直接费$ 76 A1+A2 A $76$A$ 5 0 0 1.1 直接工程费 元 0 0 33004.389999999999417923390865325927734375 $C20钢筋砼池底厚300mm$584.56$直接工程费$ 76 A11+A12+A13 A1 $76$A1$ 5 0 0 1.1.1 人工费 元 0 0 9954.54999999999927240423858165740966796875 $C20钢筋砼池底厚300mm$584.56$人工费$ 76 [人工费] A11 $76$A11$ 5 0 0 (1) 技工 工日 50.24029999999999773763192933984100818634033203125 65 3265.6199999999998908606357872486114501953125 65 0 $900010$65$ A $76$A$ 76 119371 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $76$A$ 76 119382 0 0 (3) 普工 工日 43.66669999999999873807610129006206989288330078125 50 2183.34000000000014551915228366851806640625 50 0 $900020$50$ A $76$A$ 76 119372 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $76$A$ 76 119383 0 0 1.1.2 材料费 元 0 0 21703.04999999999927240423858165740966796875 $C20钢筋砼池底厚300mm$584.56$材料费$ 76 [材料费] A12 $76$A12$ 5 0 0 (1) 纯混凝土 C20 42.5水泥 2级配 中砂 碎石 ≤4cm m3 103 205.306999999999987949195201508700847625732421875 21146.61999999999898136593401432037353515625 327.53800000000001091393642127513885498046875 205.306999999999987949195201508700847625732421875 $014-5$327.538$ B $76$B$ 76 119373 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $76$B$ 76 119381 0 0 (3) 水 m3 127 2.29000000000000003552713678800500929355621337890625 290.82999999999998408384271897375583648681640625 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $76$B$ 76 119374 0 0 (4) 其他材料费 元 214.3745000000000118234311230480670928955078125 1 214.3700000000000045474735088646411895751953125 1 0 $ST0999$1$ B $76$B$ 76 119377 0 0 1.1.3 机械使用费 元 0 0 1346.7899999999999636202119290828704833984375 $C20钢筋砼池底厚300mm$584.56$机械使用费$ 76 [机械费] A13 $76$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $76$C$ 76 119379 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $76$C$ 76 119384 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $76$C$ 76 119380 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 6.67999999999999971578290569595992565155029296875 10.2919999999999998152588887023739516735076904296875 68.75 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $76$C$ 76 119375 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 3.54999999999999982236431605997495353221893310546875 203.3410000000000081854523159563541412353515625 721.8600000000000136424205265939235687255859375 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $76$C$ 76 119376 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 23.71829999999999927240423858165740966796875 1 23.719999999999998863131622783839702606201171875 1 0 $ST9999$1$ C $76$C$ 76 119378 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 33004.389999999999417923390865325927734375 1518.200000000000045474735088646411895751953125 $C20钢筋砼池底厚300mm$584.56$措施费$ 76 A1 A2 $76$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 34522.58999999999650754034519195556640625 3832.010000000000218278728425502777099609375 $C20钢筋砼池底厚300mm$584.56$间接费$ 76 A B $76$B$ 5 0 0 3 利润 % 7 38354.5999999999985448084771633148193359375 2684.82000000000016370904631912708282470703125 $C20钢筋砼池底厚300mm$584.56$利润$ 76 A+B C $76$C$ 5 0 0 4 主材价差 元 0 0 12589.72999999999956344254314899444580078125 $C20钢筋砼池底厚300mm$584.56$主材价差$ 76 [材料价差] D $76$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $76$J$ 76 119387 0 0 (2) 水泥42.5 kg 31641.29100000000107684172689914703369140625 0.1459999999999999908961711980737163685262203216552734375 4619.6300000000001091393642127513885498046875 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $76$J$ 76 119385 0 0 (3) 中砂 m3 56.62939999999999685087459511123597621917724609375 91.7999999999999971578290569595992565155029296875 5198.579999999999927240423858165740966796875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $76$J$ 76 119386 0 0 5 主材费 元 0 0 0 $C20钢筋砼池底厚300mm$584.56$主材费$ 76 [主材费] E $76$E$ 5 0 0 6 价格调节基金 % 0 53629.1500000000014551915228366851806640625 0 $C20钢筋砼池底厚300mm$584.56$价格调节基金$ 76 A+B+C+D+E F $76$F$ 5 0 0 7 税金 % 9 53629.1500000000014551915228366851806640625 4826.6199999999998908606357872486114501953125 $C20钢筋砼池底厚300mm$584.56$税金$ 76 A+B+C+D+E+F G $76$G$ 5 0 0 9 临时工程摊销费 % 0 58455.7699999999967985786497592926025390625 0 $C20钢筋砼池底厚300mm$584.56$临时工程摊销费$ 76 A+B+C+D+E+F+G+H I $76$I$ 5 0 0 10 其他费用摊销 % 0 58455.7699999999967985786497592926025390625 0 $C20钢筋砼池底厚300mm$584.56$其他费用摊销$ 76 A+B+C+D+E+F+G+H+I J $76$J$ 5 0 0 11 风险费 % 0 58455.7699999999967985786497592926025390625 0 $C20钢筋砼池底厚300mm$584.56$风险费$ 76 A+B+C+D+E+F+G+H+I+J K $76$K$ 5 0 0 13 工程单价 元 0 0 58456 $C20钢筋砼池底厚300mm$584.56$工程单价$ 76 A+B+C+D+E+F+G+H+I+J+K+L Z $76$Z$ 5 0 0 附件表三 建筑工程单价表 80 80 单价编号 15 定额编号 4064+4200×1.03+40170×1.03 项目名称 C20钢筋砼池壁厚300mm 单 价 589.62元/m3 计算单位 100m3 100 80 施工方法 工作内容 单 价: 589.6200000000000045474735088646411895751953125 元/m3 $C20钢筋砼池壁厚300mm$589.62$ 100 $单价行$ 80 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 34913.300000000002910383045673370361328125 $C20钢筋砼池壁厚300mm$589.62$直接费$ 80 A1+A2 A $80$A$ 5 0 0 1.1 直接工程费 元 0 0 33377.919999999998253770172595977783203125 $C20钢筋砼池壁厚300mm$589.62$直接工程费$ 80 A11+A12+A13 A1 $80$A1$ 5 0 0 1.1.1 人工费 元 0 0 9307.100000000000363797880709171295166015625 $C20钢筋砼池壁厚300mm$589.62$人工费$ 80 [人工费] A11 $80$A11$ 5 0 0 (1) 技工 工日 46.010300000000000864019966684281826019287109375 65 2990.670000000000072759576141834259033203125 65 0 $900010$65$ A $80$A$ 80 119388 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $80$A$ 80 119400 0 0 (3) 普工 工日 36.21670000000000300133251585066318511962890625 50 1810.839999999999918145476840436458587646484375 50 0 $900020$50$ A $80$A$ 80 119389 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $80$A$ 80 119401 0 0 1.1.2 材料费 元 0 0 21994.50999999999839928932487964630126953125 $C20钢筋砼池壁厚300mm$589.62$材料费$ 80 [材料费] A12 $80$A12$ 5 0 0 (1) 纯混凝土 C20 42.5水泥 2级配 中砂 碎石 ≤4cm m3 103 205.306999999999987949195201508700847625732421875 21146.61999999999898136593401432037353515625 327.53800000000001091393642127513885498046875 205.306999999999987949195201508700847625732421875 $014-5$327.538$ B $80$B$ 80 119390 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $80$B$ 80 119399 0 0 (3) 水 m3 160 2.29000000000000003552713678800500929355621337890625 366.3999999999999772626324556767940521240234375 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $80$B$ 80 119391 0 0 (4) 其他材料费 元 430.2604000000000041836756281554698944091796875 1 430.259999999999990905052982270717620849609375 1 0 $ST0999$1$ B $80$B$ 80 119395 0 0 1.1.3 机械使用费 元 0 0 2076.30999999999994543031789362430572509765625 $C20钢筋砼池壁厚300mm$589.62$机械使用费$ 80 [机械费] A13 $80$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $80$C$ 80 119397 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $80$C$ 80 119402 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $80$C$ 80 119398 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 8.25 10.2919999999999998152588887023739516735076904296875 84.909999999999996589394868351519107818603515625 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $80$C$ 80 119392 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 2.060000000000000053290705182007513940334320068359375 203.3410000000000081854523159563541412353515625 418.8799999999999954525264911353588104248046875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $80$C$ 80 119393 0 203.342000000000012960299500264227390289306640625 (6) 混凝土输送泵 30m3/h 台班 1.6799999999999999378275106209912337362766265869140625 513.3619999999999663486960344016551971435546875 862.450000000000045474735088646411895751953125 513.3619999999999663486960344016551971435546875 513.3619999999999663486960344016551971435546875 $2024$513.362$ C $80$C$ 80 119394 0 513.3619999999999663486960344016551971435546875 (7) 其他机械费 元 177.61119999999999663486960344016551971435546875 1 177.6100000000000136424205265939235687255859375 1 0 $ST9999$1$ C $80$C$ 80 119396 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 33377.919999999998253770172595977783203125 1535.3800000000001091393642127513885498046875 $C20钢筋砼池壁厚300mm$589.62$措施费$ 80 A1 A2 $80$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 34913.300000000002910383045673370361328125 3875.3800000000001091393642127513885498046875 $C20钢筋砼池壁厚300mm$589.62$间接费$ 80 A B $80$B$ 5 0 0 3 利润 % 7 38788.6800000000002910383045673370361328125 2715.2100000000000363797880709171295166015625 $C20钢筋砼池壁厚300mm$589.62$利润$ 80 A+B C $80$C$ 5 0 0 4 主材价差 元 0 0 12589.72999999999956344254314899444580078125 $C20钢筋砼池壁厚300mm$589.62$主材价差$ 80 [材料价差] D $80$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $80$J$ 80 119405 0 0 (2) 水泥42.5 kg 31641.29100000000107684172689914703369140625 0.1459999999999999908961711980737163685262203216552734375 4619.6300000000001091393642127513885498046875 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $80$J$ 80 119403 0 0 (3) 中砂 m3 56.62939999999999685087459511123597621917724609375 91.7999999999999971578290569595992565155029296875 5198.579999999999927240423858165740966796875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $80$J$ 80 119404 0 0 5 主材费 元 0 0 0 $C20钢筋砼池壁厚300mm$589.62$主材费$ 80 [主材费] E $80$E$ 5 0 0 6 价格调节基金 % 0 54093.6200000000026193447411060333251953125 0 $C20钢筋砼池壁厚300mm$589.62$价格调节基金$ 80 A+B+C+D+E F $80$F$ 5 0 0 7 税金 % 9 54093.6200000000026193447411060333251953125 4868.4300000000002910383045673370361328125 $C20钢筋砼池壁厚300mm$589.62$税金$ 80 A+B+C+D+E+F G $80$G$ 5 0 0 9 临时工程摊销费 % 0 58962.050000000002910383045673370361328125 0 $C20钢筋砼池壁厚300mm$589.62$临时工程摊销费$ 80 A+B+C+D+E+F+G+H I $80$I$ 5 0 0 10 其他费用摊销 % 0 58962.050000000002910383045673370361328125 0 $C20钢筋砼池壁厚300mm$589.62$其他费用摊销$ 80 A+B+C+D+E+F+G+H+I J $80$J$ 5 0 0 11 风险费 % 0 58962.050000000002910383045673370361328125 0 $C20钢筋砼池壁厚300mm$589.62$风险费$ 80 A+B+C+D+E+F+G+H+I+J K $80$K$ 5 0 0 13 工程单价 元 0 0 58962 $C20钢筋砼池壁厚300mm$589.62$工程单价$ 80 A+B+C+D+E+F+G+H+I+J+K+L Z $80$Z$ 5 0 0 附件表三 建筑工程单价表 96 96 单价编号 16 定额编号 4135+4200×1.03+40170×1.03 项目名称 C15砼压顶 单 价 569.63元/m3 计算单位 100m3 100 96 施工方法 工作内容 单 价: 569.6299999999999954525264911353588104248046875 元/m3 $C15砼压顶$569.63$ 100 $单价行$ 96 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 34072.1900000000023283064365386962890625 $C15砼压顶$569.63$直接费$ 96 A1+A2 A $96$A$ 5 0 0 1.1 直接工程费 元 0 0 32573.79999999999927240423858165740966796875 $C15砼压顶$569.63$直接工程费$ 96 A11+A12+A13 A1 $96$A1$ 5 0 0 1.1.1 人工费 元 0 0 11235.70000000000072759576141834259033203125 $C15砼压顶$569.63$人工费$ 96 [人工费] A11 $96$A11$ 5 0 0 (1) 技工 工日 69.85030000000000427462509833276271820068359375 65 4540.27000000000043655745685100555419921875 65 0 $900010$65$ A $96$A$ 96 119406 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $96$A$ 96 119417 0 0 (3) 普工 工日 43.7967000000000012960299500264227390289306640625 50 2189.84000000000014551915228366851806640625 50 0 $900020$50$ A $96$A$ 96 119407 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $96$A$ 96 119418 0 0 1.1.2 材料费 元 0 0 19755.889999999999417923390865325927734375 $C15砼压顶$569.63$材料费$ 96 [材料费] A12 $96$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $96$B$ 96 119408 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $96$B$ 96 119416 0 0 (3) 水 m3 147.400000000000005684341886080801486968994140625 2.29000000000000003552713678800500929355621337890625 337.55000000000001136868377216160297393798828125 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $96$B$ 96 119409 0 0 (4) 其他材料费 元 386.36579999999997880877344869077205657958984375 1 386.3700000000000045474735088646411895751953125 1 0 $ST0999$1$ B $96$B$ 96 119412 0 0 1.1.3 机械使用费 元 0 0 1582.2100000000000363797880709171295166015625 $C15砼压顶$569.63$机械使用费$ 96 [机械费] A13 $96$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $96$C$ 96 119414 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $96$C$ 96 119419 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $96$C$ 96 119415 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 7.5099999999999997868371792719699442386627197265625 10.2919999999999998152588887023739516735076904296875 77.2900000000000062527760746888816356658935546875 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $96$C$ 96 119410 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 4.4000000000000003552713678800500929355621337890625 203.3410000000000081854523159563541412353515625 894.700000000000045474735088646411895751953125 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $96$C$ 96 119411 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 77.7592000000000069803718361072242259979248046875 1 77.7600000000000051159076974727213382720947265625 1 0 $ST9999$1$ C $96$C$ 96 119413 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 32573.79999999999927240423858165740966796875 1498.390000000000100044417195022106170654296875 $C15砼压顶$569.63$措施费$ 96 A1 A2 $96$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 34072.1900000000023283064365386962890625 3782.010000000000218278728425502777099609375 $C15砼压顶$569.63$间接费$ 96 A B $96$B$ 5 0 0 3 利润 % 7 37854.199999999997089616954326629638671875 2649.7899999999999636202119290828704833984375 $C15砼压顶$569.63$利润$ 96 A+B C $96$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $C15砼压顶$569.63$主材价差$ 96 [材料价差] D $96$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $96$J$ 96 119420 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $96$J$ 96 119422 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $96$J$ 96 119421 0 0 5 主材费 元 0 0 0 $C15砼压顶$569.63$主材费$ 96 [主材费] E $96$E$ 5 0 0 6 价格调节基金 % 0 52259.8799999999973806552588939666748046875 0 $C15砼压顶$569.63$价格调节基金$ 96 A+B+C+D+E F $96$F$ 5 0 0 7 税金 % 9 52259.8799999999973806552588939666748046875 4703.3900000000003274180926382541656494140625 $C15砼压顶$569.63$税金$ 96 A+B+C+D+E+F G $96$G$ 5 0 0 9 临时工程摊销费 % 0 56963.2699999999967985786497592926025390625 0 $C15砼压顶$569.63$临时工程摊销费$ 96 A+B+C+D+E+F+G+H I $96$I$ 5 0 0 10 其他费用摊销 % 0 56963.2699999999967985786497592926025390625 0 $C15砼压顶$569.63$其他费用摊销$ 96 A+B+C+D+E+F+G+H+I J $96$J$ 5 0 0 11 风险费 % 0 56963.2699999999967985786497592926025390625 0 $C15砼压顶$569.63$风险费$ 96 A+B+C+D+E+F+G+H+I+J K $96$K$ 5 0 0 13 工程单价 元 0 0 56963 $C15砼压顶$569.63$工程单价$ 96 A+B+C+D+E+F+G+H+I+J+K+L Z $96$Z$ 5 0 0 附件表三 建筑工程单价表 100 100 单价编号 17 定额编号 1219 项目名称 土方开挖 单 价 20.58元/m3 计算单位 100m3 100 100 施工方法 工作内容 单 价: 20.5799999999999982946974341757595539093017578125 元/m3 $土方开挖$20.58$ 100 $单价行$ 100 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 1559.920000000000072759576141834259033203125 $土方开挖$20.58$直接费$ 100 A1+A2 A $100$A$ 1 0 0 1.1 直接工程费 元 0 0 1491.319999999999936335370875895023345947265625 $土方开挖$20.58$直接工程费$ 100 A11+A12+A13 A1 $100$A1$ 1 0 0 1.1.1 人工费 元 0 0 73.5 $土方开挖$20.58$人工费$ 100 [人工费] A11 $100$A11$ 1 0 0 (1) 普工 工日 1.4699999999999999733546474089962430298328399658203125 50 73.5 50 0 $900020$50$ A $100$A$ 100 119463 0 0 1.1.2 材料费 元 0 0 57.3599999999999994315658113919198513031005859375 $土方开挖$20.58$材料费$ 100 [材料费] A12 $100$A12$ 1 0 0 (1) 零星材料费 % 4 1433.9600000000000363797880709171295166015625 57.3599999999999994315658113919198513031005859375 1433.9600000000000363797880709171295166015625 0 $ST0998$1433.96$ B $100$B$ 100 119467 0 0 1.1.3 机械使用费 元 0 0 1360.4600000000000363797880709171295166015625 $土方开挖$20.58$机械使用费$ 100 [机械费] A13 $100$A13$ 1 0 0 (1) 挖掘机 0.6m3 台班 0.270000000000000017763568394002504646778106689453125 659.8079999999999927240423858165740966796875 178.150000000000005684341886080801486968994140625 676.528000000000020008883439004421234130859375 659.8079999999999927240423858165740966796875 $1002$676.528$ C $100$C$ 100 119464 0 676.528000000000020008883439004421234130859375 (2) 推土机 59kw 台班 0.14000000000000001332267629550187848508358001708984375 490.58499999999997953636921010911464691162109375 68.68000000000000682121026329696178436279296875 505.3690000000000281943357549607753753662109375 490.58499999999997953636921010911464691162109375 $1017$505.369$ C $100$C$ 100 119465 0 505.3690000000000281943357549607753753662109375 (3) 自卸汽车 5t 台班 2.87999999999999989341858963598497211933135986328125 386.6770000000000209183781407773494720458984375 1113.6300000000001091393642127513885498046875 401.83899999999999863575794734060764312744140625 386.6770000000000209183781407773494720458984375 $3013$401.839$ C $100$C$ 100 119466 0 401.83800000000002228262019343674182891845703125 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 1491.319999999999936335370875895023345947265625 68.599999999999994315658113919198513031005859375 $土方开挖$20.58$措施费$ 100 A1 A2 $100$A2$ 1 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 1559.920000000000072759576141834259033203125 157.55000000000001136868377216160297393798828125 $土方开挖$20.58$间接费$ 100 A B $100$B$ 1 0 0 3 利润 % 7 1717.470000000000027284841053187847137451171875 120.219999999999998863131622783839702606201171875 $土方开挖$20.58$利润$ 100 A+B C $100$C$ 1 0 0 4 主材价差 元 0 0 50.25 $土方开挖$20.58$主材价差$ 100 [材料价差] D $100$D$ 1 0 0 (1) 柴油 kg 157.02989999999999781721271574497222900390625 0.320000000000000006661338147750939242541790008544921875 50.25 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $100$J$ 100 119468 0 0 5 主材费 元 0 0 0 $土方开挖$20.58$主材费$ 100 [主材费] E $100$E$ 1 0 0 6 价格调节基金 % 0 1887.94000000000005456968210637569427490234375 0 $土方开挖$20.58$价格调节基金$ 100 A+B+C+D+E F $100$F$ 1 0 0 7 税金 % 9 1887.94000000000005456968210637569427490234375 169.909999999999996589394868351519107818603515625 $土方开挖$20.58$税金$ 100 A+B+C+D+E+F G $100$G$ 1 0 0 9 临时工程摊销费 % 0 2057.84999999999990905052982270717620849609375 0 $土方开挖$20.58$临时工程摊销费$ 100 A+B+C+D+E+F+G+H I $100$I$ 1 0 0 10 其他费用摊销 % 0 2057.84999999999990905052982270717620849609375 0 $土方开挖$20.58$其他费用摊销$ 100 A+B+C+D+E+F+G+H+I J $100$J$ 1 0 0 11 风险费 % 0 2057.84999999999990905052982270717620849609375 0 $土方开挖$20.58$风险费$ 100 A+B+C+D+E+F+G+H+I+J K $100$K$ 1 0 0 13 工程单价 元 0 0 2058 $土方开挖$20.58$工程单价$ 100 A+B+C+D+E+F+G+H+I+J+K+L Z $100$Z$ 1 0 0 附件表三 建筑工程单价表 104 104 单价编号 18 定额编号 4004+4200×1.02+40170×1.02 项目名称 C20混凝土坝体 单 价 545.19元/m3 计算单位 100m3 100 104 施工方法 工作内容 单 价: 545.19000000000005456968210637569427490234375 元/m3 $C20混凝土坝体$545.19$ 100 $单价行$ 104 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 31472.70000000000072759576141834259033203125 $C20混凝土坝体$545.19$直接费$ 104 A1+A2 A $104$A$ 5 0 0 1.1 直接工程费 元 0 0 30088.61999999999898136593401432037353515625 $C20混凝土坝体$545.19$直接工程费$ 104 A11+A12+A13 A1 $104$A1$ 5 0 0 1.1.1 人工费 元 0 0 7395.850000000000363797880709171295166015625 $C20混凝土坝体$545.19$人工费$ 104 [人工费] A11 $104$A11$ 5 0 0 (1) 技工 工日 24.440200000000000812860889709554612636566162109375 65 1588.609999999999899955582804977893829345703125 65 0 $900010$65$ A $104$A$ 104 119471 0 0 (2) 乙类工 工日 85.4759999999999990905052982270717620849609375 50 4273.8000000000001818989403545856475830078125 50 0 $T2$50$ A $104$A$ 104 119485 0 0 (3) 普工 工日 26.90780000000000171667124959640204906463623046875 50 1345.390000000000100044417195022106170654296875 50 0 $900020$50$ A $104$A$ 104 119472 0 0 (4) 其他人工费 元 188.047200000000003683453542180359363555908203125 1 188.05000000000001136868377216160297393798828125 1 0 $T9995$1$ A $104$A$ 104 119486 0 0 1.1.2 材料费 元 0 0 21675.74000000000160071067512035369873046875 $C20混凝土坝体$545.19$材料费$ 104 [材料费] A12 $104$A12$ 5 0 0 (1) 纯混凝土 C20 42.5水泥 2级配 中砂 碎石 ≤4cm m3 102 205.306999999999987949195201508700847625732421875 20941.31000000000130967237055301666259765625 327.53800000000001091393642127513885498046875 205.306999999999987949195201508700847625732421875 $014-5$327.538$ B $104$B$ 104 119473 0 0 (2) 零星材料费 元 50.736840000000000827640178613364696502685546875 1 50.74000000000000198951966012828052043914794921875 1 0 $ST0998$1$ B $104$B$ 104 119484 0 0 (3) 水泥砌筑砂浆 M7.5 42.5水泥 m3 1 156.621000000000009322320693172514438629150390625 156.6200000000000045474735088646411895751953125 291.29000000000002046363078989088535308837890625 156.621000000000009322320693172514438629150390625 $316-0$291.29$ B $104$B$ 104 119474 0 0 (4) 水 m3 45 2.29000000000000003552713678800500929355621337890625 103.0499999999999971578290569595992565155029296875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $104$B$ 104 119475 0 0 (5) 其他材料费 元 424.01960000000002537490217946469783782958984375 1 424.01999999999998181010596454143524169921875 1 0 $ST0999$1$ B $104$B$ 104 119480 0 0 1.1.3 机械使用费 元 0 0 1017.029999999999972715158946812152862548828125 $C20混凝土坝体$545.19$机械使用费$ 104 [机械费] A13 $104$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.060000000000000053290705182007513940334320068359375 149.70900000000000318323145620524883270263671875 458.1100000000000136424205265939235687255859375 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $104$C$ 104 119482 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $104$C$ 104 119487 0 0 (3) 胶轮车 台班 14.1066000000000002501110429875552654266357421875 4.903999999999999914734871708787977695465087890625 69.18000000000000682121026329696178436279296875 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $104$C$ 104 119483 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.5kW 台班 0.1700000000000000122124532708767219446599483489990234375 15.2870000000000008100187187665142118930816650390625 2.600000000000000088817841970012523233890533447265625 15.2870000000000008100187187665142118930816650390625 15.2870000000000008100187187665142118930816650390625 $2029$15.287$ C $104$C$ 104 119476 0 15.2870000000000008100187187665142118930816650390625 (5) 振动器(变频机组) 8.5kW 台班 0.1000000000000000055511151231257827021181583404541015625 77.1700000000000017053025658242404460906982421875 7.71999999999999975131004248396493494510650634765625 77.1700000000000017053025658242404460906982421875 77.1700000000000017053025658242404460906982421875 $2032$77.17$ C $104$C$ 104 119477 0 77.1700000000000017053025658242404460906982421875 (6) 混凝土平仓振捣机 40kW 台班 0.2300000000000000099920072216264088638126850128173828125 829.9550000000000409272615797817707061767578125 190.8899999999999863575794734060764312744140625 837.250999999999976353137753903865814208984375 829.9550000000000409272615797817707061767578125 $2033$837.251$ C $104$C$ 104 119478 0 837.25199999999995270627550780773162841796875 (7) 风(砂)水枪 耗风量6m3/min 台班 1.1999999999999999555910790149937383830547332763671875 203.3410000000000081854523159563541412353515625 244.009999999999990905052982270717620849609375 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $104$C$ 104 119479 0 203.342000000000012960299500264227390289306640625 (8) 其他机械费 元 44.52199999999999846522769075818359851837158203125 1 44.52000000000000312638803734444081783294677734375 1 0 $ST9999$1$ C $104$C$ 104 119481 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 30088.61999999999898136593401432037353515625 1384.079999999999927240423858165740966796875 $C20混凝土坝体$545.19$措施费$ 104 A1 A2 $104$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 31472.70000000000072759576141834259033203125 3493.46999999999979991116560995578765869140625 $C20混凝土坝体$545.19$间接费$ 104 A B $104$B$ 5 0 0 3 利润 % 7 34966.169999999998253770172595977783203125 2447.6300000000001091393642127513885498046875 $C20混凝土坝体$545.19$利润$ 104 A+B C $104$C$ 5 0 0 4 主材价差 元 0 0 12603.850000000000363797880709171295166015625 $C20混凝土坝体$545.19$主材价差$ 104 [材料价差] D $104$D$ 5 0 0 (1) 砂(砂浆用) m3 1.1100000000000000976996261670137755572795867919921875 91.7999999999999971578290569595992565155029296875 101.900000000000005684341886080801486968994140625 161.80000000000001136868377216160297393798828125 70 $001910$161.8$ J $104$J$ 104 119491 0 0 (2) 碎石 ≤4cm m3 85.822800000000000864019966684281826019287109375 31.980000000000000426325641456060111522674560546875 2744.61000000000012732925824820995330810546875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $104$J$ 104 119490 0 0 (3) 水泥42.5 kg 31558.55400000000008731149137020111083984375 0.1459999999999999908961711980737163685262203216552734375 4607.5500000000001818989403545856475830078125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $104$J$ 104 119488 0 0 (4) 中砂 m3 56.079599999999999226929503493010997772216796875 91.7999999999999971578290569595992565155029296875 5148.1099999999996725819073617458343505859375 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $104$J$ 104 119489 0 0 (5) 柴油 kg 5.243999999999999772626324556767940521240234375 0.320000000000000006661338147750939242541790008544921875 1.6799999999999999378275106209912337362766265869140625 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $104$J$ 104 119492 0 0 5 主材费 元 0 0 0 $C20混凝土坝体$545.19$主材费$ 104 [主材费] E $104$E$ 5 0 0 6 价格调节基金 % 0 50017.6500000000014551915228366851806640625 0 $C20混凝土坝体$545.19$价格调节基金$ 104 A+B+C+D+E F $104$F$ 5 0 0 7 税金 % 9 50017.6500000000014551915228366851806640625 4501.59000000000014551915228366851806640625 $C20混凝土坝体$545.19$税金$ 104 A+B+C+D+E+F G $104$G$ 5 0 0 9 临时工程摊销费 % 0 54519.2399999999979627318680286407470703125 0 $C20混凝土坝体$545.19$临时工程摊销费$ 104 A+B+C+D+E+F+G+H I $104$I$ 5 0 0 10 其他费用摊销 % 0 54519.2399999999979627318680286407470703125 0 $C20混凝土坝体$545.19$其他费用摊销$ 104 A+B+C+D+E+F+G+H+I J $104$J$ 5 0 0 11 风险费 % 0 54519.2399999999979627318680286407470703125 0 $C20混凝土坝体$545.19$风险费$ 104 A+B+C+D+E+F+G+H+I+J K $104$K$ 5 0 0 13 工程单价 元 0 0 54519 $C20混凝土坝体$545.19$工程单价$ 104 A+B+C+D+E+F+G+H+I+J+K+L Z $104$Z$ 5 0 0 附件表三 建筑工程单价表 108 108 单价编号 19 定额编号 4044+4200×1.030×0.8+40170×0.824 项目名称 C20混凝土护坦 单 价 554.34元/m3 计算单位 100m3 100 108 施工方法 工作内容 单 价: 554.3400000000000318323145620524883270263671875 元/m3 $C20混凝土护坦$554.34$ 100 $单价行$ 108 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 32190.38000000000101863406598567962646484375 $C20混凝土护坦$554.34$直接费$ 108 A1+A2 A $108$A$ 5 0 0 1.1 直接工程费 元 0 0 30774.74000000000160071067512035369873046875 $C20混凝土护坦$554.34$直接工程费$ 108 A11+A12+A13 A1 $108$A1$ 5 0 0 1.1.1 人工费 元 0 0 7961.8800000000001091393642127513885498046875 $C20混凝土护坦$554.34$人工费$ 108 [人工费] A11 $108$A11$ 5 0 0 (1) 技工 工日 40.168239999999997280610841698944568634033203125 65 2610.94000000000005456968210637569427490234375 65 0 $900010$65$ A $108$A$ 108 119493 0 0 (2) 乙类工 工日 69.0511999999999943611328490078449249267578125 50 3452.55999999999994543031789362430572509765625 50 0 $T2$50$ A $108$A$ 108 119504 0 0 (3) 普工 工日 34.929360000000002628439688123762607574462890625 50 1746.470000000000027284841053187847137451171875 50 0 $900020$50$ A $108$A$ 108 119494 0 0 (4) 其他人工费 元 151.91264000000001033185981214046478271484375 1 151.909999999999996589394868351519107818603515625 1 0 $T9995$1$ A $108$A$ 108 119505 0 0 1.1.2 材料费 元 0 0 21734.45000000000072759576141834259033203125 $C20混凝土护坦$554.34$材料费$ 108 [材料费] A12 $108$A12$ 5 0 0 (1) 纯混凝土 C20 42.5水泥 2级配 中砂 碎石 ≤4cm m3 103 205.306999999999987949195201508700847625732421875 21146.61999999999898136593401432037353515625 327.53800000000001091393642127513885498046875 205.306999999999987949195201508700847625732421875 $014-5$327.538$ B $108$B$ 108 119495 0 0 (2) 零星材料费 元 40.9874099999999970123099046759307384490966796875 1 40.99000000000000198951966012828052043914794921875 1 0 $ST0998$1$ B $108$B$ 108 119503 0 0 (3) 水 m3 145 2.29000000000000003552713678800500929355621337890625 332.05000000000001136868377216160297393798828125 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $108$B$ 108 119496 0 0 (4) 其他材料费 元 214.7866999999999961801222525537014007568359375 1 214.789999999999992041921359486877918243408203125 1 0 $ST0999$1$ B $108$B$ 108 119499 0 0 1.1.3 机械使用费 元 0 0 1078.410000000000081854523159563541412353515625 $C20混凝土护坦$554.34$机械使用费$ 108 [机械费] A13 $108$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 2.471999999999999975131004248396493494510650634765625 149.70900000000000318323145620524883270263671875 370.07999999999998408384271897375583648681640625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $108$C$ 108 119501 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $108$C$ 108 119506 0 0 (3) 胶轮车 台班 11.395920000000000271711542154662311077117919921875 4.903999999999999914734871708787977695465087890625 55.8900000000000005684341886080801486968994140625 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $108$C$ 108 119502 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 7.03000000000000024868995751603506505489349365234375 10.2919999999999998152588887023739516735076904296875 72.349999999999994315658113919198513031005859375 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $108$C$ 108 119497 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 2.70000000000000017763568394002504646778106689453125 203.3410000000000081854523159563541412353515625 549.01999999999998181010596454143524169921875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $108$C$ 108 119498 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 31.068500000000000227373675443232059478759765625 1 31.07000000000000028421709430404007434844970703125 1 0 $ST9999$1$ C $108$C$ 108 119500 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 30774.74000000000160071067512035369873046875 1415.640000000000100044417195022106170654296875 $C20混凝土护坦$554.34$措施费$ 108 A1 A2 $108$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 32190.38000000000101863406598567962646484375 3573.1300000000001091393642127513885498046875 $C20混凝土护坦$554.34$间接费$ 108 A B $108$B$ 5 0 0 3 利润 % 7 35763.5100000000020372681319713592529296875 2503.4499999999998181010596454143524169921875 $C20混凝土护坦$554.34$利润$ 108 A+B C $108$C$ 5 0 0 4 主材价差 元 0 0 12589.72999999999956344254314899444580078125 $C20混凝土护坦$554.34$主材价差$ 108 [材料价差] D $108$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $108$J$ 108 119509 0 0 (2) 水泥42.5 kg 31641.29100000000107684172689914703369140625 0.1459999999999999908961711980737163685262203216552734375 4619.6300000000001091393642127513885498046875 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $108$J$ 108 119507 0 0 (3) 中砂 m3 56.62939999999999685087459511123597621917724609375 91.7999999999999971578290569595992565155029296875 5198.579999999999927240423858165740966796875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $108$J$ 108 119508 0 0 5 主材费 元 0 0 0 $C20混凝土护坦$554.34$主材费$ 108 [主材费] E $108$E$ 5 0 0 6 价格调节基金 % 0 50856.6900000000023283064365386962890625 0 $C20混凝土护坦$554.34$价格调节基金$ 108 A+B+C+D+E F $108$F$ 5 0 0 7 税金 % 9 50856.6900000000023283064365386962890625 4577.100000000000363797880709171295166015625 $C20混凝土护坦$554.34$税金$ 108 A+B+C+D+E+F G $108$G$ 5 0 0 9 临时工程摊销费 % 0 55433.7900000000008731149137020111083984375 0 $C20混凝土护坦$554.34$临时工程摊销费$ 108 A+B+C+D+E+F+G+H I $108$I$ 5 0 0 10 其他费用摊销 % 0 55433.7900000000008731149137020111083984375 0 $C20混凝土护坦$554.34$其他费用摊销$ 108 A+B+C+D+E+F+G+H+I J $108$J$ 5 0 0 11 风险费 % 0 55433.7900000000008731149137020111083984375 0 $C20混凝土护坦$554.34$风险费$ 108 A+B+C+D+E+F+G+H+I+J K $108$K$ 5 0 0 13 工程单价 元 0 0 55434 $C20混凝土护坦$554.34$工程单价$ 108 A+B+C+D+E+F+G+H+I+J+K+L Z $108$Z$ 5 0 0 附件表三 建筑工程单价表 115 115 单价编号 20 定额编号 3006 项目名称 级配碎石反滤层 单 价 174.43元/m3 计算单位 100m3 100 115 施工方法 工作内容 单 价: 174.43000000000000682121026329696178436279296875 元/m3 $级配碎石反滤层$174.43$ 100 $单价行$ 115 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 9779.2099999999991268850862979888916015625 $级配碎石反滤层$174.43$直接费$ 115 A1+A2 A $115$A$ 3 0 0 1.1 直接工程费 元 0 0 9349.149999999999636202119290828704833984375 $级配碎石反滤层$174.43$直接工程费$ 115 A11+A12+A13 A1 $115$A1$ 3 0 0 1.1.1 人工费 元 0 0 2137.75 $级配碎石反滤层$174.43$人工费$ 115 [人工费] A11 $115$A11$ 3 0 0 (1) 技工 工日 0.84999999999999997779553950749686919152736663818359375 65 55.25 65 0 $900010$65$ A $115$A$ 115 119522 0 0 (2) 普工 工日 41.64999999999999857891452847979962825775146484375 50 2082.5 50 0 $900020$50$ A $115$A$ 115 119523 0 0 1.1.2 材料费 元 0 0 7211.399999999999636202119290828704833984375 $级配碎石反滤层$174.43$材料费$ 115 [材料费] A12 $115$A12$ 3 0 0 (1) 碎石 m3 81.599999999999994315658113919198513031005859375 70 5712 101.9800000000000039790393202565610408782958984375 70 $400500132$101.98$ B $115$B$ 115 119524 0 0 (2) 砂 m3 20.39999999999999857891452847979962825775146484375 70 1428 161.80000000000001136868377216160297393798828125 70 $001910$161.8$ B $115$B$ 115 119525 0 0 (3) 其他材料费 % 1 7140 71.400000000000005684341886080801486968994140625 7140 0 $ST0999$7140$ B $115$B$ 115 119526 0 0 1.1.3 机械使用费 元 0 0 0 $级配碎石反滤层$174.43$机械使用费$ 115 [机械费] A13 $115$A13$ 3 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 9349.149999999999636202119290828704833984375 430.06000000000000227373675443232059478759765625 $级配碎石反滤层$174.43$措施费$ 115 A1 A2 $115$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 9779.2099999999991268850862979888916015625 987.700000000000045474735088646411895751953125 $级配碎石反滤层$174.43$间接费$ 115 A B $115$B$ 3 0 0 3 利润 % 7 10766.90999999999985448084771633148193359375 753.6799999999999499777914024889469146728515625 $级配碎石反滤层$174.43$利润$ 115 A+B C $115$C$ 3 0 0 4 主材价差 元 0 0 4482.2899999999999636202119290828704833984375 $级配碎石反滤层$174.43$主材价差$ 115 [材料价差] D $115$D$ 3 0 0 (1) 砂 m3 20.39999999999999857891452847979962825775146484375 91.7999999999999971578290569595992565155029296875 1872.720000000000027284841053187847137451171875 161.80000000000001136868377216160297393798828125 70 $001910$161.8$ J $115$J$ 115 119528 0 0 (2) 碎石 m3 81.599999999999994315658113919198513031005859375 31.980000000000000426325641456060111522674560546875 2609.57000000000016370904631912708282470703125 101.9800000000000039790393202565610408782958984375 70 $400500132$101.98$ J $115$J$ 115 119527 0 0 5 主材费 元 0 0 0 $级配碎石反滤层$174.43$主材费$ 115 [主材费] E $115$E$ 3 0 0 6 价格调节基金 % 0 16002.879999999999199644662439823150634765625 0 $级配碎石反滤层$174.43$价格调节基金$ 115 A+B+C+D+E F $115$F$ 3 0 0 7 税金 % 9 16002.879999999999199644662439823150634765625 1440.259999999999990905052982270717620849609375 $级配碎石反滤层$174.43$税金$ 115 A+B+C+D+E+F G $115$G$ 3 0 0 9 临时工程摊销费 % 0 17443.139999999999417923390865325927734375 0 $级配碎石反滤层$174.43$临时工程摊销费$ 115 A+B+C+D+E+F+G+H I $115$I$ 3 0 0 10 其他费用摊销 % 0 17443.139999999999417923390865325927734375 0 $级配碎石反滤层$174.43$其他费用摊销$ 115 A+B+C+D+E+F+G+H+I J $115$J$ 3 0 0 11 风险费 % 0 17443.139999999999417923390865325927734375 0 $级配碎石反滤层$174.43$风险费$ 115 A+B+C+D+E+F+G+H+I+J K $115$K$ 3 0 0 13 工程单价 元 0 0 17443 $级配碎石反滤层$174.43$工程单价$ 115 A+B+C+D+E+F+G+H+I+J+K+L Z $115$Z$ 3 0 0 附件表三 建筑工程单价表 117 117 单价编号 21 定额编号 9093T 项目名称 DN50mmPVC管安装 单 价 14.22元/m 计算单位 100m 100 117 施工方法 工作内容 单 价: 14.2200000000000006394884621840901672840118408203125 元/m $DN50mmPVC管安装$14.22$ 100 $单价行$ 117 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 330.76999999999998181010596454143524169921875 $DN50mmPVC管安装$14.22$直接费$ 117 A1+A2 A $117$A$ 11 0 0 1.1 直接工程费 元 0 0 316.220000000000027284841053187847137451171875 $DN50mmPVC管安装$14.22$直接工程费$ 117 A11+A12+A13 A1 $117$A1$ 11 0 0 1.1.1 人工费 元 0 0 207 $DN50mmPVC管安装$14.22$人工费$ 117 [人工费] A11 $117$A11$ 11 0 0 (1) 技工 工日 1.8000000000000000444089209850062616169452667236328125 65 117 65 0 $900010$65$ A $117$A$ 117 119529 0 0 (2) 普工 工日 1.8000000000000000444089209850062616169452667236328125 50 90 50 0 $900020$50$ A $117$A$ 117 119530 0 0 1.1.2 材料费 元 0 0 28.0799999999999982946974341757595539093017578125 $DN50mmPVC管安装$14.22$材料费$ 117 [材料费] A12 $117$A12$ 11 0 0 (1) 零星材料费 % 10 280.759999999999990905052982270717620849609375 28.0799999999999982946974341757595539093017578125 280.759999999999990905052982270717620849609375 0 $ST0998$280.76$ B $117$B$ 117 119533 0 0 1.1.3 机械使用费 元 0 0 81.1400000000000005684341886080801486968994140625 $DN50mmPVC管安装$14.22$机械使用费$ 117 [机械费] A13 $117$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.85999999999999998667732370449812151491641998291015625 85.7639999999999957935870043002068996429443359375 73.7600000000000051159076974727213382720947265625 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $117$C$ 117 119531 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 10 73.7600000000000051159076974727213382720947265625 7.37999999999999989341858963598497211933135986328125 73.7600000000000051159076974727213382720947265625 0 $ST9999$73.76$ C $117$C$ 117 119534 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 316.220000000000027284841053187847137451171875 14.550000000000000710542735760100185871124267578125 $DN50mmPVC管安装$14.22$措施费$ 117 A1 A2 $117$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 330.76999999999998181010596454143524169921875 30.10000000000000142108547152020037174224853515625 $DN50mmPVC管安装$14.22$间接费$ 117 A B $117$B$ 11 0 0 3 利润 % 7 360.8700000000000045474735088646411895751953125 25.260000000000001563194018672220408916473388671875 $DN50mmPVC管安装$14.22$利润$ 117 A+B C $117$C$ 11 0 0 4 主材价差 元 0 0 0 $DN50mmPVC管安装$14.22$主材价差$ 117 [材料价差] D $117$D$ 11 0 0 5 主材费 元 0 0 918 $DN50mmPVC管安装$14.22$主材费$ 117 [主材费] E $117$E$ 11 0 0 (1) DN50mmPVC管安装 m 102 9 918 9 0 $442787B$9$ F $117$F$ 117 119532 0 0 6 价格调节基金 % 0 1304.1300000000001091393642127513885498046875 0 $DN50mmPVC管安装$14.22$价格调节基金$ 117 A+B+C+D+E F $117$F$ 11 0 0 7 税金 % 9 1304.1300000000001091393642127513885498046875 117.3700000000000045474735088646411895751953125 $DN50mmPVC管安装$14.22$税金$ 117 A+B+C+D+E+F G $117$G$ 11 0 0 9 临时工程摊销费 % 0 1421.5 0 $DN50mmPVC管安装$14.22$临时工程摊销费$ 117 A+B+C+D+E+F+G+H I $117$I$ 11 0 0 10 其他费用摊销 % 0 1421.5 0 $DN50mmPVC管安装$14.22$其他费用摊销$ 117 A+B+C+D+E+F+G+H+I J $117$J$ 11 0 0 11 风险费 % 0 1421.5 0 $DN50mmPVC管安装$14.22$风险费$ 117 A+B+C+D+E+F+G+H+I+J K $117$K$ 11 0 0 13 工程单价 元 0 0 1422 $DN50mmPVC管安装$14.22$工程单价$ 117 A+B+C+D+E+F+G+H+I+J+K+L Z $117$Z$ 11 0 0 附件表三 建筑工程单价表 119 119 单价编号 22 定额编号 3157 项目名称 卵石夯填 单 价 151.37元/m3实方 计算单位 100m3实方 100 119 施工方法 工作内容 单 价: 151.3700000000000045474735088646411895751953125 元/m3实方 $卵石夯填$151.37$ 100 $单价行$ 119 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 8745.389999999999417923390865325927734375 $卵石夯填$151.37$直接费$ 119 A1+A2 A $119$A$ 3 0 0 1.1 直接工程费 元 0 0 8360.7900000000008731149137020111083984375 $卵石夯填$151.37$直接工程费$ 119 A11+A12+A13 A1 $119$A1$ 3 0 0 1.1.1 人工费 元 0 0 201.19999999999998863131622783839702606201171875 $卵石夯填$151.37$人工费$ 119 [人工费] A11 $119$A11$ 3 0 0 (1) 技工 工日 0.08000000000000000166533453693773481063544750213623046875 65 5.20000000000000017763568394002504646778106689453125 65 0 $900010$65$ A $119$A$ 119 119535 0 0 (2) 普工 工日 3.9199999999999999289457264239899814128875732421875 50 196 50 0 $900020$50$ A $119$A$ 119 119536 0 0 1.1.2 材料费 元 0 0 7918.399999999999636202119290828704833984375 $卵石夯填$151.37$材料费$ 119 [材料费] A12 $119$A12$ 3 0 0 (1) 碎(卵)石 m3 112 70 7840 101.9800000000000039790393202565610408782958984375 70 $902900$101.98$ B $119$B$ 119 119537 0 0 (2) 其他材料费 % 1 7840 78.400000000000005684341886080801486968994140625 7840 0 $ST0999$7840$ B $119$B$ 119 119540 0 0 1.1.3 机械使用费 元 0 0 241.18999999999999772626324556767940521240234375 $卵石夯填$151.37$机械使用费$ 119 [机械费] A13 $119$A13$ 3 0 0 (1) 推土机 74kw 台班 0.1499999999999999944488848768742172978818416595458984375 648.51800000000002910383045673370361328125 97.280000000000001136868377216160297393798828125 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 $1018$667.174$ C $119$C$ 119 119538 0 667.1739999999999781721271574497222900390625 (2) 蛙式打夯机 2.8kw 台班 1 143.9089999999999918145476840436458587646484375 143.909999999999996589394868351519107818603515625 143.9089999999999918145476840436458587646484375 143.9089999999999918145476840436458587646484375 $1056$143.909$ C $119$C$ 119 119539 0 143.907999999999987039700499735772609710693359375 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 8360.7900000000008731149137020111083984375 384.6000000000000227373675443232059478759765625 $卵石夯填$151.37$措施费$ 119 A1 A2 $119$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 8745.389999999999417923390865325927734375 883.279999999999972715158946812152862548828125 $卵石夯填$151.37$间接费$ 119 A B $119$B$ 3 0 0 3 利润 % 7 9628.670000000000072759576141834259033203125 674.009999999999990905052982270717620849609375 $卵石夯填$151.37$利润$ 119 A+B C $119$C$ 3 0 0 4 主材价差 元 0 0 3584.55999999999994543031789362430572509765625 $卵石夯填$151.37$主材价差$ 119 [材料价差] D $119$D$ 3 0 0 (1) 柴油 kg 8.7449999999999992184029906638897955417633056640625 0.320000000000000006661338147750939242541790008544921875 2.79999999999999982236431605997495353221893310546875 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $119$J$ 119 119542 0 0 (2) 碎(卵)石 m3 112 31.980000000000000426325641456060111522674560546875 3581.760000000000218278728425502777099609375 101.9800000000000039790393202565610408782958984375 70 $902900$101.98$ J $119$J$ 119 119541 0 0 5 主材费 元 0 0 0 $卵石夯填$151.37$主材费$ 119 [主材费] E $119$E$ 3 0 0 6 价格调节基金 % 0 13887.239999999999781721271574497222900390625 0 $卵石夯填$151.37$价格调节基金$ 119 A+B+C+D+E F $119$F$ 3 0 0 7 税金 % 9 13887.239999999999781721271574497222900390625 1249.84999999999990905052982270717620849609375 $卵石夯填$151.37$税金$ 119 A+B+C+D+E+F G $119$G$ 3 0 0 9 临时工程摊销费 % 0 15137.09000000000014551915228366851806640625 0 $卵石夯填$151.37$临时工程摊销费$ 119 A+B+C+D+E+F+G+H I $119$I$ 3 0 0 10 其他费用摊销 % 0 15137.09000000000014551915228366851806640625 0 $卵石夯填$151.37$其他费用摊销$ 119 A+B+C+D+E+F+G+H+I J $119$J$ 3 0 0 11 风险费 % 0 15137.09000000000014551915228366851806640625 0 $卵石夯填$151.37$风险费$ 119 A+B+C+D+E+F+G+H+I+J K $119$K$ 3 0 0 13 工程单价 元 0 0 15137 $卵石夯填$151.37$工程单价$ 119 A+B+C+D+E+F+G+H+I+J+K+L Z $119$Z$ 3 0 0 附件表三 建筑工程单价表 121 121 单价编号 23 定额编号 9240+9243 项目名称 编织袋装土围堰及拆除 单 价 116.78元/m3 计算单位 100m3 100 121 施工方法 工作内容 单 价: 116.780000000000001136868377216160297393798828125 元/m3 $编织袋装土围堰及拆除$116.78$ 100 $单价行$ 121 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 9177.809999999999490682967007160186767578125 $编织袋装土围堰及拆除$116.78$直接费$ 121 A1+A2 A $121$A$ 11 0 0 1.1 直接工程费 元 0 0 8774.20000000000072759576141834259033203125 $编织袋装土围堰及拆除$116.78$直接工程费$ 121 A11+A12+A13 A1 $121$A1$ 11 0 0 1.1.1 人工费 元 0 0 5774.5 $编织袋装土围堰及拆除$116.78$人工费$ 121 [人工费] A11 $121$A11$ 11 0 0 (1) 技工 工日 2.29999999999999982236431605997495353221893310546875 65 149.5 65 0 $900010$65$ A $121$A$ 121 119543 0 0 (2) 普工 工日 112.5 50 5625 50 0 $900020$50$ A $121$A$ 121 119544 0 0 1.1.2 材料费 元 0 0 2999.6999999999998181010596454143524169921875 $编织袋装土围堰及拆除$116.78$材料费$ 121 [材料费] A12 $121$A12$ 11 0 0 (1) 编织袋 个 3300 0.90000000000000002220446049250313080847263336181640625 2970 0.90000000000000002220446049250313080847263336181640625 0 $901920$0.9$ B $121$B$ 121 119545 0 0 (2) 其他材料费 元 29.699999999999999289457264239899814128875732421875 1 29.699999999999999289457264239899814128875732421875 1 0 $ST0999$1$ B $121$B$ 121 119546 0 0 1.1.3 机械使用费 元 0 0 0 $编织袋装土围堰及拆除$116.78$机械使用费$ 121 [机械费] A13 $121$A13$ 11 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 8774.20000000000072759576141834259033203125 403.6100000000000136424205265939235687255859375 $编织袋装土围堰及拆除$116.78$措施费$ 121 A1 A2 $121$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 9177.809999999999490682967007160186767578125 835.1799999999999499777914024889469146728515625 $编织袋装土围堰及拆除$116.78$间接费$ 121 A B $121$B$ 11 0 0 3 利润 % 7 10012.989999999999781721271574497222900390625 700.9099999999999681676854379475116729736328125 $编织袋装土围堰及拆除$116.78$利润$ 121 A+B C $121$C$ 11 0 0 4 主材价差 元 0 0 0 $编织袋装土围堰及拆除$116.78$主材价差$ 121 [材料价差] D $121$D$ 11 0 0 5 主材费 元 0 0 0 $编织袋装土围堰及拆除$116.78$主材费$ 121 [主材费] E $121$E$ 11 0 0 6 价格调节基金 % 0 10713.899999999999636202119290828704833984375 0 $编织袋装土围堰及拆除$116.78$价格调节基金$ 121 A+B+C+D+E F $121$F$ 11 0 0 7 税金 % 9 10713.899999999999636202119290828704833984375 964.25 $编织袋装土围堰及拆除$116.78$税金$ 121 A+B+C+D+E+F G $121$G$ 11 0 0 9 临时工程摊销费 % 0 11678.149999999999636202119290828704833984375 0 $编织袋装土围堰及拆除$116.78$临时工程摊销费$ 121 A+B+C+D+E+F+G+H I $121$I$ 11 0 0 10 其他费用摊销 % 0 11678.149999999999636202119290828704833984375 0 $编织袋装土围堰及拆除$116.78$其他费用摊销$ 121 A+B+C+D+E+F+G+H+I J $121$J$ 11 0 0 11 风险费 % 0 11678.149999999999636202119290828704833984375 0 $编织袋装土围堰及拆除$116.78$风险费$ 121 A+B+C+D+E+F+G+H+I+J K $121$K$ 11 0 0 13 工程单价 元 0 0 11678 $编织袋装土围堰及拆除$116.78$工程单价$ 121 A+B+C+D+E+F+G+H+I+J+K+L Z $121$Z$ 11 0 0 附件表三 建筑工程单价表 124 124 单价编号 24 定额编号 11001 项目名称 抽水台班 单 价 141.48元/台班 计算单位 台班 1 124 施工方法 工作内容 单 价: 141.479999999999989768184605054557323455810546875 元/台班 $抽水台班$141.48$ 1 $单价行$ 124 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 111.18999999999999772626324556767940521240234375 $抽水台班$141.48$直接费$ 124 A1+A2 A $124$A$ 11 0 0 1.1 直接工程费 元 0 0 106.2999999999999971578290569595992565155029296875 $抽水台班$141.48$直接工程费$ 124 A11+A12+A13 A1 $124$A1$ 11 0 0 1.1.1 人工费 元 0 0 0 $抽水台班$141.48$人工费$ 124 [人工费] A11 $124$A11$ 11 0 0 1.1.2 材料费 元 0 0 0 $抽水台班$141.48$材料费$ 124 [材料费] A12 $124$A12$ 11 0 0 1.1.3 机械使用费 元 0 0 106.2999999999999971578290569595992565155029296875 $抽水台班$141.48$机械使用费$ 124 [机械费] A13 $124$A13$ 11 0 0 (1) 离心水泵 单级7kW 台班 1 106.298000000000001818989403545856475830078125 106.2999999999999971578290569595992565155029296875 106.298000000000001818989403545856475830078125 106.298000000000001818989403545856475830078125 $9001$106.298$ C $124$C$ 124 119547 0 106.296999999999997044142219237983226776123046875 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 106.2999999999999971578290569595992565155029296875 4.88999999999999968025576890795491635799407958984375 $抽水台班$141.48$措施费$ 124 A1 A2 $124$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 111.18999999999999772626324556767940521240234375 10.1199999999999992184029906638897955417633056640625 $抽水台班$141.48$间接费$ 124 A B $124$B$ 11 0 0 3 利润 % 7 121.31000000000000227373675443232059478759765625 8.4900000000000002131628207280300557613372802734375 $抽水台班$141.48$利润$ 124 A+B C $124$C$ 11 0 0 4 主材价差 元 0 0 0 $抽水台班$141.48$主材价差$ 124 [材料价差] D $124$D$ 11 0 0 5 主材费 元 0 0 0 $抽水台班$141.48$主材费$ 124 [主材费] E $124$E$ 11 0 0 6 价格调节基金 % 0 129.80000000000001136868377216160297393798828125 0 $抽水台班$141.48$价格调节基金$ 124 A+B+C+D+E F $124$F$ 11 0 0 7 税金 % 9 129.80000000000001136868377216160297393798828125 11.67999999999999971578290569595992565155029296875 $抽水台班$141.48$税金$ 124 A+B+C+D+E+F G $124$G$ 11 0 0 9 临时工程摊销费 % 0 141.479999999999989768184605054557323455810546875 0 $抽水台班$141.48$临时工程摊销费$ 124 A+B+C+D+E+F+G+H I $124$I$ 11 0 0 10 其他费用摊销 % 0 141.479999999999989768184605054557323455810546875 0 $抽水台班$141.48$其他费用摊销$ 124 A+B+C+D+E+F+G+H+I J $124$J$ 11 0 0 11 风险费 % 0 141.479999999999989768184605054557323455810546875 0 $抽水台班$141.48$风险费$ 124 A+B+C+D+E+F+G+H+I+J K $124$K$ 11 0 0 13 工程单价 元 0 0 141.479999999999989768184605054557323455810546875 $抽水台班$141.48$工程单价$ 124 A+B+C+D+E+F+G+H+I+J+K+L Z $124$Z$ 11 0 0 附件表三 建筑工程单价表 126 126 单价编号 25 定额编号 1048×0.3+1016×0.7 项目名称 人工挖沟槽土方 单 价 10.1元/m3 计算单位 100m3 100 126 施工方法 工作内容 单 价: 10.0999999999999996447286321199499070644378662109375 元/m3 $人工挖沟槽土方$10.1$ 100 $单价行$ 126 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 786.299999999999954525264911353588104248046875 $人工挖沟槽土方$10.1$直接费$ 126 A1+A2 A $126$A$ 1 0 0 1.1 直接工程费 元 0 0 751.720000000000027284841053187847137451171875 $人工挖沟槽土方$10.1$直接工程费$ 126 A11+A12+A13 A1 $126$A1$ 1 0 0 1.1.1 人工费 元 0 0 733.549999999999954525264911353588104248046875 $人工挖沟槽土方$10.1$人工费$ 126 [人工费] A11 $126$A11$ 1 0 0 (1) 技工 工日 0.282999999999999973798736618846305646002292633056640625 65 18.39999999999999857891452847979962825775146484375 65 0 $900010$65$ A $126$A$ 126 119548 0 0 (2) 普工 工日 14.303000000000000824229573481716215610504150390625 50 715.1499999999999772626324556767940521240234375 50 0 $900020$50$ A $126$A$ 126 119549 0 0 1.1.2 材料费 元 0 0 18.1700000000000017053025658242404460906982421875 $人工挖沟槽土方$10.1$材料费$ 126 [材料费] A12 $126$A12$ 1 0 0 (1) 零星材料费 元 18.16635000000000133013600134290754795074462890625 1 18.1700000000000017053025658242404460906982421875 1 0 $ST0998$1$ B $126$B$ 126 119550 0 0 1.1.3 机械使用费 元 0 0 0 $人工挖沟槽土方$10.1$机械使用费$ 126 [机械费] A13 $126$A13$ 1 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 751.720000000000027284841053187847137451171875 34.5799999999999982946974341757595539093017578125 $人工挖沟槽土方$10.1$措施费$ 126 A1 A2 $126$A2$ 1 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 786.299999999999954525264911353588104248046875 79.4200000000000017053025658242404460906982421875 $人工挖沟槽土方$10.1$间接费$ 126 A B $126$B$ 1 0 0 3 利润 % 7 865.720000000000027284841053187847137451171875 60.60000000000000142108547152020037174224853515625 $人工挖沟槽土方$10.1$利润$ 126 A+B C $126$C$ 1 0 0 4 主材价差 元 0 0 0 $人工挖沟槽土方$10.1$主材价差$ 126 [材料价差] D $126$D$ 1 0 0 5 主材费 元 0 0 0 $人工挖沟槽土方$10.1$主材费$ 126 [主材费] E $126$E$ 1 0 0 6 价格调节基金 % 0 926.3200000000000500222085975110530853271484375 0 $人工挖沟槽土方$10.1$价格调节基金$ 126 A+B+C+D+E F $126$F$ 1 0 0 7 税金 % 9 926.3200000000000500222085975110530853271484375 83.3700000000000045474735088646411895751953125 $人工挖沟槽土方$10.1$税金$ 126 A+B+C+D+E+F G $126$G$ 1 0 0 9 临时工程摊销费 % 0 1009.69000000000005456968210637569427490234375 0 $人工挖沟槽土方$10.1$临时工程摊销费$ 126 A+B+C+D+E+F+G+H I $126$I$ 1 0 0 10 其他费用摊销 % 0 1009.69000000000005456968210637569427490234375 0 $人工挖沟槽土方$10.1$其他费用摊销$ 126 A+B+C+D+E+F+G+H+I J $126$J$ 1 0 0 11 风险费 % 0 1009.69000000000005456968210637569427490234375 0 $人工挖沟槽土方$10.1$风险费$ 126 A+B+C+D+E+F+G+H+I+J K $126$K$ 1 0 0 13 工程单价 元 0 0 1010 $人工挖沟槽土方$10.1$工程单价$ 126 A+B+C+D+E+F+G+H+I+J+K+L Z $126$Z$ 1 0 0 附件表三 建筑工程单价表 128 128 单价编号 26 定额编号 3151 项目名称 土方回填 单 价 8.64元/m3实方 计算单位 100m3实方 100 128 施工方法 工作内容 单 价: 8.6400000000000005684341886080801486968994140625 元/m3实方 $土方回填$8.64$ 100 $单价行$ 128 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 669.8300000000000409272615797817707061767578125 $土方回填$8.64$直接费$ 128 A1+A2 A $128$A$ 3 0 0 1.1 直接工程费 元 0 0 640.3700000000000045474735088646411895751953125 $土方回填$8.64$直接工程费$ 128 A11+A12+A13 A1 $128$A1$ 3 0 0 1.1.1 人工费 元 0 0 150.900000000000005684341886080801486968994140625 $土方回填$8.64$人工费$ 128 [人工费] A11 $128$A11$ 3 0 0 (1) 技工 工日 0.059999999999999997779553950749686919152736663818359375 65 3.899999999999999911182158029987476766109466552734375 65 0 $900010$65$ A $128$A$ 128 119551 0 0 (2) 普工 工日 2.939999999999999946709294817992486059665679931640625 50 147 50 0 $900020$50$ A $128$A$ 128 119552 0 0 1.1.2 材料费 元 0 0 0 $土方回填$8.64$材料费$ 128 [材料费] A12 $128$A12$ 3 0 0 (1) 其他材料费 % 1 0 0 0 0 $ST0999$0$ B $128$B$ 128 119555 0 0 1.1.3 机械使用费 元 0 0 489.470000000000027284841053187847137451171875 $土方回填$8.64$机械使用费$ 128 [机械费] A13 $128$A13$ 3 0 0 (1) 推土机 74kw 台班 0.200000000000000011102230246251565404236316680908203125 648.51800000000002910383045673370361328125 129.69999999999998863131622783839702606201171875 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 $1018$667.174$ C $128$C$ 128 119553 0 667.1739999999999781721271574497222900390625 (2) 蛙式打夯机 2.8kw 台班 2.5 143.9089999999999918145476840436458587646484375 359.76999999999998181010596454143524169921875 143.9089999999999918145476840436458587646484375 143.9089999999999918145476840436458587646484375 $1056$143.909$ C $128$C$ 128 119554 0 143.907999999999987039700499735772609710693359375 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 640.3700000000000045474735088646411895751953125 29.46000000000000085265128291212022304534912109375 $土方回填$8.64$措施费$ 128 A1 A2 $128$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 669.8300000000000409272615797817707061767578125 67.650000000000005684341886080801486968994140625 $土方回填$8.64$间接费$ 128 A B $128$B$ 3 0 0 3 利润 % 7 737.48000000000001818989403545856475830078125 51.61999999999999744204615126363933086395263671875 $土方回填$8.64$利润$ 128 A+B C $128$C$ 3 0 0 4 主材价差 元 0 0 3.729999999999999982236431605997495353221893310546875 $土方回填$8.64$主材价差$ 128 [材料价差] D $128$D$ 3 0 0 (1) 柴油 kg 11.660000000000000142108547152020037174224853515625 0.320000000000000006661338147750939242541790008544921875 3.729999999999999982236431605997495353221893310546875 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $128$J$ 128 119556 0 0 5 主材费 元 0 0 0 $土方回填$8.64$主材费$ 128 [主材费] E $128$E$ 3 0 0 6 价格调节基金 % 0 792.8300000000000409272615797817707061767578125 0 $土方回填$8.64$价格调节基金$ 128 A+B+C+D+E F $128$F$ 3 0 0 7 税金 % 9 792.8300000000000409272615797817707061767578125 71.349999999999994315658113919198513031005859375 $土方回填$8.64$税金$ 128 A+B+C+D+E+F G $128$G$ 3 0 0 9 临时工程摊销费 % 0 864.1799999999999499777914024889469146728515625 0 $土方回填$8.64$临时工程摊销费$ 128 A+B+C+D+E+F+G+H I $128$I$ 3 0 0 10 其他费用摊销 % 0 864.1799999999999499777914024889469146728515625 0 $土方回填$8.64$其他费用摊销$ 128 A+B+C+D+E+F+G+H+I J $128$J$ 3 0 0 11 风险费 % 0 864.1799999999999499777914024889469146728515625 0 $土方回填$8.64$风险费$ 128 A+B+C+D+E+F+G+H+I+J K $128$K$ 3 0 0 13 工程单价 元 0 0 864 $土方回填$8.64$工程单价$ 128 A+B+C+D+E+F+G+H+I+J+K+L Z $128$Z$ 3 0 0 附件表三 建筑工程单价表 130 130 单价编号 27 定额编号 4052+4200×1.03+40170×1.03 项目名称 现浇C15混凝土渠槽(b≤500) (人工运距100m) 单 价 595.7元/m3 计算单位 100m3 100 130 施工方法 工作内容 单 价: 595.700000000000045474735088646411895751953125 元/m3 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$ 100 $单价行$ 130 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 36083.9599999999991268850862979888916015625 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$直接费$ 130 A1+A2 A $130$A$ 5 0 0 1.1 直接工程费 元 0 0 34497.08999999999650754034519195556640625 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$直接工程费$ 130 A11+A12+A13 A1 $130$A1$ 5 0 0 1.1.1 人工费 元 0 0 12588.350000000000363797880709171295166015625 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$人工费$ 130 [人工费] A11 $130$A11$ 5 0 0 (1) 技工 工日 66.260300000000000864019966684281826019287109375 65 4306.920000000000072759576141834259033203125 65 0 $900010$65$ A $130$A$ 130 119557 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $130$A$ 130 119568 0 0 (3) 普工 工日 75.5167000000000001591615728102624416351318359375 50 3775.84000000000014551915228366851806640625 50 0 $900020$50$ A $130$A$ 130 119558 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $130$A$ 130 119569 0 0 1.1.2 材料费 元 0 0 19638.0999999999985448084771633148193359375 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$材料费$ 130 [材料费] A12 $130$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $130$B$ 130 119559 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $130$B$ 130 119567 0 0 (3) 水 m3 180 2.29000000000000003552713678800500929355621337890625 412.19999999999998863131622783839702606201171875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $130$B$ 130 119560 0 0 (4) 其他材料费 元 193.9293999999999869032762944698333740234375 1 193.93000000000000682121026329696178436279296875 1 0 $ST0999$1$ B $130$B$ 130 119563 0 0 1.1.3 机械使用费 元 0 0 2270.63999999999987267074175179004669189453125 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$机械使用费$ 130 [机械费] A13 $130$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $130$C$ 130 119565 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $130$C$ 130 119570 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $130$C$ 130 119566 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 7.3300000000000000710542735760100185871124267578125 10.2919999999999998152588887023739516735076904296875 75.43999999999999772626324556767940521240234375 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $130$C$ 130 119561 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 7.3300000000000000710542735760100185871124267578125 203.3410000000000081854523159563541412353515625 1490.490000000000009094947017729282379150390625 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $130$C$ 130 119562 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 172.2522999999999910869519226253032684326171875 1 172.25 1 0 $ST9999$1$ C $130$C$ 130 119564 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 34497.08999999999650754034519195556640625 1586.8699999999998908606357872486114501953125 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$措施费$ 130 A1 A2 $130$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 36083.9599999999991268850862979888916015625 4005.32000000000016370904631912708282470703125 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$间接费$ 130 A B $130$B$ 5 0 0 3 利润 % 7 40089.27999999999883584678173065185546875 2806.25 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$利润$ 130 A+B C $130$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$主材价差$ 130 [材料价差] D $130$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $130$J$ 130 119571 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $130$J$ 130 119573 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $130$J$ 130 119572 0 0 5 主材费 元 0 0 0 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$主材费$ 130 [主材费] E $130$E$ 5 0 0 6 价格调节基金 % 0 54651.419999999998253770172595977783203125 0 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$价格调节基金$ 130 A+B+C+D+E F $130$F$ 5 0 0 7 税金 % 9 54651.419999999998253770172595977783203125 4918.6300000000001091393642127513885498046875 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$税金$ 130 A+B+C+D+E+F G $130$G$ 5 0 0 9 临时工程摊销费 % 0 59570.050000000002910383045673370361328125 0 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$临时工程摊销费$ 130 A+B+C+D+E+F+G+H I $130$I$ 5 0 0 10 其他费用摊销 % 0 59570.050000000002910383045673370361328125 0 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$其他费用摊销$ 130 A+B+C+D+E+F+G+H+I J $130$J$ 5 0 0 11 风险费 % 0 59570.050000000002910383045673370361328125 0 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$风险费$ 130 A+B+C+D+E+F+G+H+I+J K $130$K$ 5 0 0 13 工程单价 元 0 0 59570 $现浇C15混凝土渠槽(b≤500)(人工运距100m)$595.7$工程单价$ 130 A+B+C+D+E+F+G+H+I+J+K+L Z $130$Z$ 5 0 0 附件表三 建筑工程单价表 134 134 单价编号 28 定额编号 3002 项目名称 人工铺筑碎石垫层 单 价 162.71元/m3 计算单位 100m3 100 134 施工方法 工作内容 单 价: 162.710000000000007958078640513122081756591796875 元/m3 $人工铺筑碎石垫层$162.71$ 100 $单价行$ 134 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 9902.379999999999199644662439823150634765625 $人工铺筑碎石垫层$162.71$直接费$ 134 A1+A2 A $134$A$ 3 0 0 1.1 直接工程费 元 0 0 9466.899999999999636202119290828704833984375 $人工铺筑碎石垫层$162.71$直接工程费$ 134 A11+A12+A13 A1 $134$A1$ 3 0 0 1.1.1 人工费 元 0 0 2255.5 $人工铺筑碎石垫层$162.71$人工费$ 134 [人工费] A11 $134$A11$ 3 0 0 (1) 技工 工日 0.90000000000000002220446049250313080847263336181640625 65 58.5 65 0 $900010$65$ A $134$A$ 134 119574 0 0 (2) 普工 工日 43.93999999999999772626324556767940521240234375 50 2197 50 0 $900020$50$ A $134$A$ 134 119575 0 0 1.1.2 材料费 元 0 0 7211.399999999999636202119290828704833984375 $人工铺筑碎石垫层$162.71$材料费$ 134 [材料费] A12 $134$A12$ 3 0 0 (1) 碎石 m3 102 70 7140 101.9800000000000039790393202565610408782958984375 70 $400500132$101.98$ B $134$B$ 134 119576 0 0 (2) 其他材料费 % 1 7140 71.400000000000005684341886080801486968994140625 7140 0 $ST0999$7140$ B $134$B$ 134 119577 0 0 1.1.3 机械使用费 元 0 0 0 $人工铺筑碎石垫层$162.71$机械使用费$ 134 [机械费] A13 $134$A13$ 3 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 9466.899999999999636202119290828704833984375 435.48000000000001818989403545856475830078125 $人工铺筑碎石垫层$162.71$措施费$ 134 A1 A2 $134$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 9902.379999999999199644662439823150634765625 1000.1399999999999863575794734060764312744140625 $人工铺筑碎石垫层$162.71$间接费$ 134 A B $134$B$ 3 0 0 3 利润 % 7 10902.52000000000043655745685100555419921875 763.1799999999999499777914024889469146728515625 $人工铺筑碎石垫层$162.71$利润$ 134 A+B C $134$C$ 3 0 0 4 主材价差 元 0 0 3261.9600000000000363797880709171295166015625 $人工铺筑碎石垫层$162.71$主材价差$ 134 [材料价差] D $134$D$ 3 0 0 (1) 碎石 m3 102 31.980000000000000426325641456060111522674560546875 3261.9600000000000363797880709171295166015625 101.9800000000000039790393202565610408782958984375 70 $400500132$101.98$ J $134$J$ 134 119578 0 0 5 主材费 元 0 0 0 $人工铺筑碎石垫层$162.71$主材费$ 134 [主材费] E $134$E$ 3 0 0 6 价格调节基金 % 0 14927.65999999999985448084771633148193359375 0 $人工铺筑碎石垫层$162.71$价格调节基金$ 134 A+B+C+D+E F $134$F$ 3 0 0 7 税金 % 9 14927.65999999999985448084771633148193359375 1343.490000000000009094947017729282379150390625 $人工铺筑碎石垫层$162.71$税金$ 134 A+B+C+D+E+F G $134$G$ 3 0 0 9 临时工程摊销费 % 0 16271.149999999999636202119290828704833984375 0 $人工铺筑碎石垫层$162.71$临时工程摊销费$ 134 A+B+C+D+E+F+G+H I $134$I$ 3 0 0 10 其他费用摊销 % 0 16271.149999999999636202119290828704833984375 0 $人工铺筑碎石垫层$162.71$其他费用摊销$ 134 A+B+C+D+E+F+G+H+I J $134$J$ 3 0 0 11 风险费 % 0 16271.149999999999636202119290828704833984375 0 $人工铺筑碎石垫层$162.71$风险费$ 134 A+B+C+D+E+F+G+H+I+J K $134$K$ 3 0 0 13 工程单价 元 0 0 16271 $人工铺筑碎石垫层$162.71$工程单价$ 134 A+B+C+D+E+F+G+H+I+J+K+L Z $134$Z$ 3 0 0 附件表三 建筑工程单价表 136 136 单价编号 29 定额编号 4359T 项目名称 沥青木板伸缩缝 单 价 129.11元/m2 计算单位 100m2 100 136 施工方法 工作内容 单 价: 129.1100000000000136424205265939235687255859375 元/m2 $沥青木板伸缩缝$129.11$ 100 $单价行$ 136 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 9963.989999999999781721271574497222900390625 $沥青木板伸缩缝$129.11$直接费$ 136 A1+A2 A $136$A$ 5 0 0 1.1 直接工程费 元 0 0 9525.79999999999927240423858165740966796875 $沥青木板伸缩缝$129.11$直接工程费$ 136 A11+A12+A13 A1 $136$A1$ 5 0 0 1.1.1 人工费 元 0 0 1771.5 $沥青木板伸缩缝$129.11$人工费$ 136 [人工费] A11 $136$A11$ 5 0 0 (1) 技工 工日 20.5 65 1332.5 65 0 $900010$65$ A $136$A$ 136 119579 0 0 (2) 普工 工日 8.7799999999999993605115378159098327159881591796875 50 439 50 0 $900020$50$ A $136$A$ 136 119580 0 0 1.1.2 材料费 元 0 0 7751.5500000000001818989403545856475830078125 $沥青木板伸缩缝$129.11$材料费$ 136 [材料费] A12 $136$A12$ 5 0 0 (1) 锯材 m3 2.20000000000000017763568394002504646778106689453125 1000 2200 1000 0 $900580$1000$ B $136$B$ 136 119581 0 0 (2) 沥青 t 1.2399999999999999911182158029987476766109466552734375 4300 5332 4300 0 $900220$4300$ B $136$B$ 136 119582 0 0 (3) 木柴 t 0.419999999999999984456877655247808434069156646728515625 340 142.80000000000001136868377216160297393798828125 340 0 $901090$340$ B $136$B$ 136 119583 0 0 (4) 其他材料费 % 1 7674.8000000000001818989403545856475830078125 76.75 7674.8000000000001818989403545856475830078125 0 $ST0999$7674.8$ B $136$B$ 136 119585 0 0 1.1.3 机械使用费 元 0 0 2.75 $沥青木板伸缩缝$129.11$机械使用费$ 136 [机械费] A13 $136$A13$ 5 0 0 (1) 胶轮车 台班 0.560000000000000053290705182007513940334320068359375 4.903999999999999914734871708787977695465087890625 2.75 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $136$C$ 136 119584 0 4.90299999999999958077978590154089033603668212890625 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 9525.79999999999927240423858165740966796875 438.18999999999999772626324556767940521240234375 $沥青木板伸缩缝$129.11$措施费$ 136 A1 A2 $136$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 9963.989999999999781721271574497222900390625 1106 $沥青木板伸缩缝$129.11$间接费$ 136 A B $136$B$ 5 0 0 3 利润 % 7 11069.989999999999781721271574497222900390625 774.8999999999999772626324556767940521240234375 $沥青木板伸缩缝$129.11$利润$ 136 A+B C $136$C$ 5 0 0 4 主材价差 元 0 0 0 $沥青木板伸缩缝$129.11$主材价差$ 136 [材料价差] D $136$D$ 5 0 0 5 主材费 元 0 0 0 $沥青木板伸缩缝$129.11$主材费$ 136 [主材费] E $136$E$ 5 0 0 6 价格调节基金 % 0 11844.889999999999417923390865325927734375 0 $沥青木板伸缩缝$129.11$价格调节基金$ 136 A+B+C+D+E F $136$F$ 5 0 0 7 税金 % 9 11844.889999999999417923390865325927734375 1066.0399999999999636202119290828704833984375 $沥青木板伸缩缝$129.11$税金$ 136 A+B+C+D+E+F G $136$G$ 5 0 0 9 临时工程摊销费 % 0 12910.9300000000002910383045673370361328125 0 $沥青木板伸缩缝$129.11$临时工程摊销费$ 136 A+B+C+D+E+F+G+H I $136$I$ 5 0 0 10 其他费用摊销 % 0 12910.9300000000002910383045673370361328125 0 $沥青木板伸缩缝$129.11$其他费用摊销$ 136 A+B+C+D+E+F+G+H+I J $136$J$ 5 0 0 11 风险费 % 0 12910.9300000000002910383045673370361328125 0 $沥青木板伸缩缝$129.11$风险费$ 136 A+B+C+D+E+F+G+H+I+J K $136$K$ 5 0 0 13 工程单价 元 0 0 12911 $沥青木板伸缩缝$129.11$工程单价$ 136 A+B+C+D+E+F+G+H+I+J+K+L Z $136$Z$ 5 0 0 附件表三 建筑工程单价表 141 141 单价编号 30 定额编号 9093T 项目名称 DN50mmPE给水管 单 价 18.66元/m 计算单位 100m 100 141 施工方法 工作内容 单 价: 18.660000000000000142108547152020037174224853515625 元/m $DN50mmPE给水管$18.66$ 100 $单价行$ 141 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 330.76999999999998181010596454143524169921875 $DN50mmPE给水管$18.66$直接费$ 141 A1+A2 A $141$A$ 11 0 0 1.1 直接工程费 元 0 0 316.220000000000027284841053187847137451171875 $DN50mmPE给水管$18.66$直接工程费$ 141 A11+A12+A13 A1 $141$A1$ 11 0 0 1.1.1 人工费 元 0 0 207 $DN50mmPE给水管$18.66$人工费$ 141 [人工费] A11 $141$A11$ 11 0 0 (1) 技工 工日 1.8000000000000000444089209850062616169452667236328125 65 117 65 0 $900010$65$ A $141$A$ 141 119598 0 0 (2) 普工 工日 1.8000000000000000444089209850062616169452667236328125 50 90 50 0 $900020$50$ A $141$A$ 141 119599 0 0 1.1.2 材料费 元 0 0 28.0799999999999982946974341757595539093017578125 $DN50mmPE给水管$18.66$材料费$ 141 [材料费] A12 $141$A12$ 11 0 0 (1) 零星材料费 % 10 280.759999999999990905052982270717620849609375 28.0799999999999982946974341757595539093017578125 280.759999999999990905052982270717620849609375 0 $ST0998$280.76$ B $141$B$ 141 119602 0 0 1.1.3 机械使用费 元 0 0 81.1400000000000005684341886080801486968994140625 $DN50mmPE给水管$18.66$机械使用费$ 141 [机械费] A13 $141$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.85999999999999998667732370449812151491641998291015625 85.7639999999999957935870043002068996429443359375 73.7600000000000051159076974727213382720947265625 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $141$C$ 141 119600 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 10 73.7600000000000051159076974727213382720947265625 7.37999999999999989341858963598497211933135986328125 73.7600000000000051159076974727213382720947265625 0 $ST9999$73.76$ C $141$C$ 141 119603 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 316.220000000000027284841053187847137451171875 14.550000000000000710542735760100185871124267578125 $DN50mmPE给水管$18.66$措施费$ 141 A1 A2 $141$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 330.76999999999998181010596454143524169921875 30.10000000000000142108547152020037174224853515625 $DN50mmPE给水管$18.66$间接费$ 141 A B $141$B$ 11 0 0 3 利润 % 7 360.8700000000000045474735088646411895751953125 25.260000000000001563194018672220408916473388671875 $DN50mmPE给水管$18.66$利润$ 141 A+B C $141$C$ 11 0 0 4 主材价差 元 0 0 0 $DN50mmPE给水管$18.66$主材价差$ 141 [材料价差] D $141$D$ 11 0 0 5 主材费 元 0 0 1326 $DN50mmPE给水管$18.66$主材费$ 141 [主材费] E $141$E$ 11 0 0 (1) DN50mmPE给水管 m 102 13 1326 13 0 $429769B$13$ F $141$F$ 141 119601 0 0 6 价格调节基金 % 0 1712.1300000000001091393642127513885498046875 0 $DN50mmPE给水管$18.66$价格调节基金$ 141 A+B+C+D+E F $141$F$ 11 0 0 7 税金 % 9 1712.1300000000001091393642127513885498046875 154.090000000000003410605131648480892181396484375 $DN50mmPE给水管$18.66$税金$ 141 A+B+C+D+E+F G $141$G$ 11 0 0 9 临时工程摊销费 % 0 1866.220000000000027284841053187847137451171875 0 $DN50mmPE给水管$18.66$临时工程摊销费$ 141 A+B+C+D+E+F+G+H I $141$I$ 11 0 0 10 其他费用摊销 % 0 1866.220000000000027284841053187847137451171875 0 $DN50mmPE给水管$18.66$其他费用摊销$ 141 A+B+C+D+E+F+G+H+I J $141$J$ 11 0 0 11 风险费 % 0 1866.220000000000027284841053187847137451171875 0 $DN50mmPE给水管$18.66$风险费$ 141 A+B+C+D+E+F+G+H+I+J K $141$K$ 11 0 0 13 工程单价 元 0 0 1866 $DN50mmPE给水管$18.66$工程单价$ 141 A+B+C+D+E+F+G+H+I+J+K+L Z $141$Z$ 11 0 0 附件表三 建筑工程单价表 143 143 单价编号 31 定额编号 1040 项目名称 槽底清淤泥、流沙 单 价 32.14元/m3 计算单位 100m3 100 143 施工方法 工作内容 单 价: 32.1400000000000005684341886080801486968994140625 元/m3 $槽底清淤泥、流沙$32.14$ 100 $单价行$ 143 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 2502.94000000000005456968210637569427490234375 $槽底清淤泥、流沙$32.14$直接费$ 143 A1+A2 A $143$A$ 1 0 0 1.1 直接工程费 元 0 0 2392.8699999999998908606357872486114501953125 $槽底清淤泥、流沙$32.14$直接工程费$ 143 A11+A12+A13 A1 $143$A1$ 1 0 0 1.1.1 人工费 元 0 0 2345.9499999999998181010596454143524169921875 $槽底清淤泥、流沙$32.14$人工费$ 143 [人工费] A11 $143$A11$ 1 0 0 (1) 技工 工日 0.93000000000000004884981308350688777863979339599609375 65 60.4500000000000028421709430404007434844970703125 65 0 $900010$65$ A $143$A$ 143 119604 0 0 (2) 普工 工日 45.71000000000000085265128291212022304534912109375 50 2285.5 50 0 $900020$50$ A $143$A$ 143 119605 0 0 1.1.2 材料费 元 0 0 46.9200000000000017053025658242404460906982421875 $槽底清淤泥、流沙$32.14$材料费$ 143 [材料费] A12 $143$A12$ 1 0 0 (1) 零星材料费 % 2 2345.9499999999998181010596454143524169921875 46.9200000000000017053025658242404460906982421875 2345.9499999999998181010596454143524169921875 0 $ST0998$2345.95$ B $143$B$ 143 119606 0 0 1.1.3 机械使用费 元 0 0 0 $槽底清淤泥、流沙$32.14$机械使用费$ 143 [机械费] A13 $143$A13$ 1 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 2392.8699999999998908606357872486114501953125 110.06999999999999317878973670303821563720703125 $槽底清淤泥、流沙$32.14$措施费$ 143 A1 A2 $143$A2$ 1 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 2502.94000000000005456968210637569427490234375 252.80000000000001136868377216160297393798828125 $槽底清淤泥、流沙$32.14$间接费$ 143 A B $143$B$ 1 0 0 3 利润 % 7 2755.739999999999781721271574497222900390625 192.900000000000005684341886080801486968994140625 $槽底清淤泥、流沙$32.14$利润$ 143 A+B C $143$C$ 1 0 0 4 主材价差 元 0 0 0 $槽底清淤泥、流沙$32.14$主材价差$ 143 [材料价差] D $143$D$ 1 0 0 5 主材费 元 0 0 0 $槽底清淤泥、流沙$32.14$主材费$ 143 [主材费] E $143$E$ 1 0 0 6 价格调节基金 % 0 2948.63999999999987267074175179004669189453125 0 $槽底清淤泥、流沙$32.14$价格调节基金$ 143 A+B+C+D+E F $143$F$ 1 0 0 7 税金 % 9 2948.63999999999987267074175179004669189453125 265.3799999999999954525264911353588104248046875 $槽底清淤泥、流沙$32.14$税金$ 143 A+B+C+D+E+F G $143$G$ 1 0 0 9 临时工程摊销费 % 0 3214.01999999999998181010596454143524169921875 0 $槽底清淤泥、流沙$32.14$临时工程摊销费$ 143 A+B+C+D+E+F+G+H I $143$I$ 1 0 0 10 其他费用摊销 % 0 3214.01999999999998181010596454143524169921875 0 $槽底清淤泥、流沙$32.14$其他费用摊销$ 143 A+B+C+D+E+F+G+H+I J $143$J$ 1 0 0 11 风险费 % 0 3214.01999999999998181010596454143524169921875 0 $槽底清淤泥、流沙$32.14$风险费$ 143 A+B+C+D+E+F+G+H+I+J K $143$K$ 1 0 0 13 工程单价 元 0 0 3214 $槽底清淤泥、流沙$32.14$工程单价$ 143 A+B+C+D+E+F+G+H+I+J+K+L Z $143$Z$ 1 0 0 附件表三 建筑工程单价表 158 158 单价编号 32 定额编号 3159T 项目名称 砂垫层 单 价 116.13元/m3实方 计算单位 100m3实方 100 158 施工方法 工作内容 单 价: 116.1299999999999954525264911353588104248046875 元/m3实方 $砂垫层$116.13$ 100 $单价行$ 158 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 9041.20000000000072759576141834259033203125 $砂垫层$116.13$直接费$ 158 A1+A2 A $158$A$ 3 0 0 1.1 直接工程费 元 0 0 8643.59000000000014551915228366851806640625 $砂垫层$116.13$直接工程费$ 158 A11+A12+A13 A1 $158$A1$ 3 0 0 1.1.1 人工费 元 0 0 201.19999999999998863131622783839702606201171875 $砂垫层$116.13$人工费$ 158 [人工费] A11 $158$A11$ 3 0 0 (1) 技工 工日 0.08000000000000000166533453693773481063544750213623046875 65 5.20000000000000017763568394002504646778106689453125 65 0 $900010$65$ A $158$A$ 158 119640 0 0 (2) 普工 工日 3.9199999999999999289457264239899814128875732421875 50 196 50 0 $900020$50$ A $158$A$ 158 119641 0 0 1.1.2 材料费 元 0 0 8201.20000000000072759576141834259033203125 $砂垫层$116.13$材料费$ 158 [材料费] A12 $158$A12$ 3 0 0 (1) 回填砂 m3 116 70 8120 70 70 $251478B$70$ B $158$B$ 158 119642 0 0 (2) 其他材料费 % 1 8120 81.2000000000000028421709430404007434844970703125 8120 0 $ST0999$8120$ B $158$B$ 158 119645 0 0 1.1.3 机械使用费 元 0 0 241.18999999999999772626324556767940521240234375 $砂垫层$116.13$机械使用费$ 158 [机械费] A13 $158$A13$ 3 0 0 (1) 推土机 74kw 台班 0.1499999999999999944488848768742172978818416595458984375 648.51800000000002910383045673370361328125 97.280000000000001136868377216160297393798828125 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 $1018$667.174$ C $158$C$ 158 119643 0 667.1739999999999781721271574497222900390625 (2) 蛙式打夯机 2.8kw 台班 1 143.9089999999999918145476840436458587646484375 143.909999999999996589394868351519107818603515625 143.9089999999999918145476840436458587646484375 143.9089999999999918145476840436458587646484375 $1056$143.909$ C $158$C$ 158 119644 0 143.907999999999987039700499735772609710693359375 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 8643.59000000000014551915228366851806640625 397.6100000000000136424205265939235687255859375 $砂垫层$116.13$措施费$ 158 A1 A2 $158$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 9041.20000000000072759576141834259033203125 913.1599999999999681676854379475116729736328125 $砂垫层$116.13$间接费$ 158 A B $158$B$ 3 0 0 3 利润 % 7 9954.360000000000582076609134674072265625 696.80999999999994543031789362430572509765625 $砂垫层$116.13$利润$ 158 A+B C $158$C$ 3 0 0 4 主材价差 元 0 0 2.79999999999999982236431605997495353221893310546875 $砂垫层$116.13$主材价差$ 158 [材料价差] D $158$D$ 3 0 0 (1) 柴油 kg 8.7449999999999992184029906638897955417633056640625 0.320000000000000006661338147750939242541790008544921875 2.79999999999999982236431605997495353221893310546875 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $158$J$ 158 119647 0 0 5 主材费 元 0 0 0 $砂垫层$116.13$主材费$ 158 [主材费] E $158$E$ 3 0 0 6 价格调节基金 % 0 10653.969999999999345163814723491668701171875 0 $砂垫层$116.13$价格调节基金$ 158 A+B+C+D+E F $158$F$ 3 0 0 7 税金 % 9 10653.969999999999345163814723491668701171875 958.8600000000000136424205265939235687255859375 $砂垫层$116.13$税金$ 158 A+B+C+D+E+F G $158$G$ 3 0 0 9 临时工程摊销费 % 0 11612.829999999999927240423858165740966796875 0 $砂垫层$116.13$临时工程摊销费$ 158 A+B+C+D+E+F+G+H I $158$I$ 3 0 0 10 其他费用摊销 % 0 11612.829999999999927240423858165740966796875 0 $砂垫层$116.13$其他费用摊销$ 158 A+B+C+D+E+F+G+H+I J $158$J$ 3 0 0 11 风险费 % 0 11612.829999999999927240423858165740966796875 0 $砂垫层$116.13$风险费$ 158 A+B+C+D+E+F+G+H+I+J K $158$K$ 3 0 0 13 工程单价 元 0 0 11613 $砂垫层$116.13$工程单价$ 158 A+B+C+D+E+F+G+H+I+J+K+L Z $158$Z$ 3 0 0 附件表三 建筑工程单价表 160 160 单价编号 33 定额编号 9093T 项目名称 DN50mmPE管(0.60Mpa) 单 价 18.66元/m 计算单位 100m 100 160 施工方法 工作内容 单 价: 18.660000000000000142108547152020037174224853515625 元/m $DN50mmPE管(0.60Mpa)$18.66$ 100 $单价行$ 160 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 330.76999999999998181010596454143524169921875 $DN50mmPE管(0.60Mpa)$18.66$直接费$ 160 A1+A2 A $160$A$ 11 0 0 1.1 直接工程费 元 0 0 316.220000000000027284841053187847137451171875 $DN50mmPE管(0.60Mpa)$18.66$直接工程费$ 160 A11+A12+A13 A1 $160$A1$ 11 0 0 1.1.1 人工费 元 0 0 207 $DN50mmPE管(0.60Mpa)$18.66$人工费$ 160 [人工费] A11 $160$A11$ 11 0 0 (1) 技工 工日 1.8000000000000000444089209850062616169452667236328125 65 117 65 0 $900010$65$ A $160$A$ 160 119648 0 0 (2) 普工 工日 1.8000000000000000444089209850062616169452667236328125 50 90 50 0 $900020$50$ A $160$A$ 160 119649 0 0 1.1.2 材料费 元 0 0 28.0799999999999982946974341757595539093017578125 $DN50mmPE管(0.60Mpa)$18.66$材料费$ 160 [材料费] A12 $160$A12$ 11 0 0 (1) 零星材料费 % 10 280.759999999999990905052982270717620849609375 28.0799999999999982946974341757595539093017578125 280.759999999999990905052982270717620849609375 0 $ST0998$280.76$ B $160$B$ 160 119652 0 0 1.1.3 机械使用费 元 0 0 81.1400000000000005684341886080801486968994140625 $DN50mmPE管(0.60Mpa)$18.66$机械使用费$ 160 [机械费] A13 $160$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.85999999999999998667732370449812151491641998291015625 85.7639999999999957935870043002068996429443359375 73.7600000000000051159076974727213382720947265625 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $160$C$ 160 119650 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 10 73.7600000000000051159076974727213382720947265625 7.37999999999999989341858963598497211933135986328125 73.7600000000000051159076974727213382720947265625 0 $ST9999$73.76$ C $160$C$ 160 119653 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 316.220000000000027284841053187847137451171875 14.550000000000000710542735760100185871124267578125 $DN50mmPE管(0.60Mpa)$18.66$措施费$ 160 A1 A2 $160$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 330.76999999999998181010596454143524169921875 30.10000000000000142108547152020037174224853515625 $DN50mmPE管(0.60Mpa)$18.66$间接费$ 160 A B $160$B$ 11 0 0 3 利润 % 7 360.8700000000000045474735088646411895751953125 25.260000000000001563194018672220408916473388671875 $DN50mmPE管(0.60Mpa)$18.66$利润$ 160 A+B C $160$C$ 11 0 0 4 主材价差 元 0 0 0 $DN50mmPE管(0.60Mpa)$18.66$主材价差$ 160 [材料价差] D $160$D$ 11 0 0 5 主材费 元 0 0 1326 $DN50mmPE管(0.60Mpa)$18.66$主材费$ 160 [主材费] E $160$E$ 11 0 0 (1) DN50mmPE管 m 102 13 1326 13 0 $273882B$13$ F $160$F$ 160 119651 0 0 6 价格调节基金 % 0 1712.1300000000001091393642127513885498046875 0 $DN50mmPE管(0.60Mpa)$18.66$价格调节基金$ 160 A+B+C+D+E F $160$F$ 11 0 0 7 税金 % 9 1712.1300000000001091393642127513885498046875 154.090000000000003410605131648480892181396484375 $DN50mmPE管(0.60Mpa)$18.66$税金$ 160 A+B+C+D+E+F G $160$G$ 11 0 0 9 临时工程摊销费 % 0 1866.220000000000027284841053187847137451171875 0 $DN50mmPE管(0.60Mpa)$18.66$临时工程摊销费$ 160 A+B+C+D+E+F+G+H I $160$I$ 11 0 0 10 其他费用摊销 % 0 1866.220000000000027284841053187847137451171875 0 $DN50mmPE管(0.60Mpa)$18.66$其他费用摊销$ 160 A+B+C+D+E+F+G+H+I J $160$J$ 11 0 0 11 风险费 % 0 1866.220000000000027284841053187847137451171875 0 $DN50mmPE管(0.60Mpa)$18.66$风险费$ 160 A+B+C+D+E+F+G+H+I+J K $160$K$ 11 0 0 13 工程单价 元 0 0 1866 $DN50mmPE管(0.60Mpa)$18.66$工程单价$ 160 A+B+C+D+E+F+G+H+I+J+K+L Z $160$Z$ 11 0 0 附件表三 建筑工程单价表 162 162 单价编号 34 定额编号 9104T 项目名称 DN50mmPE管三通 单 价 18.39元/个 计算单位 10个 10 162 施工方法 工作内容 单 价: 18.3900000000000005684341886080801486968994140625 元/个 $DN50mmPE管三通$18.39$ 10 $单价行$ 162 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 93.159999999999996589394868351519107818603515625 $DN50mmPE管三通$18.39$直接费$ 162 A1+A2 A $162$A$ 11 0 0 1.1 直接工程费 元 0 0 89.06000000000000227373675443232059478759765625 $DN50mmPE管三通$18.39$直接工程费$ 162 A11+A12+A13 A1 $162$A1$ 11 0 0 1.1.1 人工费 元 0 0 34.5 $DN50mmPE管三通$18.39$人工费$ 162 [人工费] A11 $162$A11$ 11 0 0 (1) 技工 工日 0.299999999999999988897769753748434595763683319091796875 65 19.5 65 0 $900010$65$ A $162$A$ 162 119654 0 0 (2) 普工 工日 0.299999999999999988897769753748434595763683319091796875 50 15 50 0 $900020$50$ A $162$A$ 162 119655 0 0 1.1.2 材料费 元 0 0 4.12999999999999989341858963598497211933135986328125 $DN50mmPE管三通$18.39$材料费$ 162 [材料费] A12 $162$A12$ 11 0 0 (1) 零星材料费 % 5 82.530000000000001136868377216160297393798828125 4.12999999999999989341858963598497211933135986328125 82.530000000000001136868377216160297393798828125 0 $ST0998$82.53$ B $162$B$ 162 119658 0 0 1.1.3 机械使用费 元 0 0 50.42999999999999971578290569595992565155029296875 $DN50mmPE管三通$18.39$机械使用费$ 162 [机械费] A13 $162$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.560000000000000053290705182007513940334320068359375 85.7639999999999957935870043002068996429443359375 48.030000000000001136868377216160297393798828125 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $162$C$ 162 119656 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 48.030000000000001136868377216160297393798828125 2.399999999999999911182158029987476766109466552734375 48.030000000000001136868377216160297393798828125 0 $ST9999$48.03$ C $162$C$ 162 119659 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 89.06000000000000227373675443232059478759765625 4.0999999999999996447286321199499070644378662109375 $DN50mmPE管三通$18.39$措施费$ 162 A1 A2 $162$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 93.159999999999996589394868351519107818603515625 8.480000000000000426325641456060111522674560546875 $DN50mmPE管三通$18.39$间接费$ 162 A B $162$B$ 11 0 0 3 利润 % 7 101.6400000000000005684341886080801486968994140625 7.11000000000000031974423109204508364200592041015625 $DN50mmPE管三通$18.39$利润$ 162 A+B C $162$C$ 11 0 0 4 主材价差 元 0 0 0 $DN50mmPE管三通$18.39$主材价差$ 162 [材料价差] D $162$D$ 11 0 0 5 主材费 元 0 0 60 $DN50mmPE管三通$18.39$主材费$ 162 [主材费] E $162$E$ 11 0 0 (1) DN50mmPE管三通 个 10 6 60 6 0 $342001B$6$ F $162$F$ 162 119657 0 0 6 价格调节基金 % 0 168.75 0 $DN50mmPE管三通$18.39$价格调节基金$ 162 A+B+C+D+E F $162$F$ 11 0 0 7 税金 % 9 168.75 15.1899999999999995026200849679298698902130126953125 $DN50mmPE管三通$18.39$税金$ 162 A+B+C+D+E+F G $162$G$ 11 0 0 9 临时工程摊销费 % 0 183.93999999999999772626324556767940521240234375 0 $DN50mmPE管三通$18.39$临时工程摊销费$ 162 A+B+C+D+E+F+G+H I $162$I$ 11 0 0 10 其他费用摊销 % 0 183.93999999999999772626324556767940521240234375 0 $DN50mmPE管三通$18.39$其他费用摊销$ 162 A+B+C+D+E+F+G+H+I J $162$J$ 11 0 0 11 风险费 % 0 183.93999999999999772626324556767940521240234375 0 $DN50mmPE管三通$18.39$风险费$ 162 A+B+C+D+E+F+G+H+I+J K $162$K$ 11 0 0 13 工程单价 元 0 0 183.900000000000005684341886080801486968994140625 $DN50mmPE管三通$18.39$工程单价$ 162 A+B+C+D+E+F+G+H+I+J+K+L Z $162$Z$ 11 0 0 附件表三 建筑工程单价表 164 164 单价编号 35 定额编号 9104T 项目名称 DN50mmPE管闸阀 单 价 29.29元/个 计算单位 10个 10 164 施工方法 工作内容 单 价: 29.28999999999999914734871708787977695465087890625 元/个 $DN50mmPE管闸阀$29.29$ 10 $单价行$ 164 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 93.159999999999996589394868351519107818603515625 $DN50mmPE管闸阀$29.29$直接费$ 164 A1+A2 A $164$A$ 11 0 0 1.1 直接工程费 元 0 0 89.06000000000000227373675443232059478759765625 $DN50mmPE管闸阀$29.29$直接工程费$ 164 A11+A12+A13 A1 $164$A1$ 11 0 0 1.1.1 人工费 元 0 0 34.5 $DN50mmPE管闸阀$29.29$人工费$ 164 [人工费] A11 $164$A11$ 11 0 0 (1) 技工 工日 0.299999999999999988897769753748434595763683319091796875 65 19.5 65 0 $900010$65$ A $164$A$ 164 119660 0 0 (2) 普工 工日 0.299999999999999988897769753748434595763683319091796875 50 15 50 0 $900020$50$ A $164$A$ 164 119661 0 0 1.1.2 材料费 元 0 0 4.12999999999999989341858963598497211933135986328125 $DN50mmPE管闸阀$29.29$材料费$ 164 [材料费] A12 $164$A12$ 11 0 0 (1) 零星材料费 % 5 82.530000000000001136868377216160297393798828125 4.12999999999999989341858963598497211933135986328125 82.530000000000001136868377216160297393798828125 0 $ST0998$82.53$ B $164$B$ 164 119664 0 0 1.1.3 机械使用费 元 0 0 50.42999999999999971578290569595992565155029296875 $DN50mmPE管闸阀$29.29$机械使用费$ 164 [机械费] A13 $164$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.560000000000000053290705182007513940334320068359375 85.7639999999999957935870043002068996429443359375 48.030000000000001136868377216160297393798828125 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $164$C$ 164 119662 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 48.030000000000001136868377216160297393798828125 2.399999999999999911182158029987476766109466552734375 48.030000000000001136868377216160297393798828125 0 $ST9999$48.03$ C $164$C$ 164 119665 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 89.06000000000000227373675443232059478759765625 4.0999999999999996447286321199499070644378662109375 $DN50mmPE管闸阀$29.29$措施费$ 164 A1 A2 $164$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 93.159999999999996589394868351519107818603515625 8.480000000000000426325641456060111522674560546875 $DN50mmPE管闸阀$29.29$间接费$ 164 A B $164$B$ 11 0 0 3 利润 % 7 101.6400000000000005684341886080801486968994140625 7.11000000000000031974423109204508364200592041015625 $DN50mmPE管闸阀$29.29$利润$ 164 A+B C $164$C$ 11 0 0 4 主材价差 元 0 0 0 $DN50mmPE管闸阀$29.29$主材价差$ 164 [材料价差] D $164$D$ 11 0 0 5 主材费 元 0 0 160 $DN50mmPE管闸阀$29.29$主材费$ 164 [主材费] E $164$E$ 11 0 0 (1) DN50mmPE管闸阀 个 10 16 160 16 0 $332881B$16$ F $164$F$ 164 119663 0 0 6 价格调节基金 % 0 268.75 0 $DN50mmPE管闸阀$29.29$价格调节基金$ 164 A+B+C+D+E F $164$F$ 11 0 0 7 税金 % 9 268.75 24.190000000000001278976924368180334568023681640625 $DN50mmPE管闸阀$29.29$税金$ 164 A+B+C+D+E+F G $164$G$ 11 0 0 9 临时工程摊销费 % 0 292.93999999999999772626324556767940521240234375 0 $DN50mmPE管闸阀$29.29$临时工程摊销费$ 164 A+B+C+D+E+F+G+H I $164$I$ 11 0 0 10 其他费用摊销 % 0 292.93999999999999772626324556767940521240234375 0 $DN50mmPE管闸阀$29.29$其他费用摊销$ 164 A+B+C+D+E+F+G+H+I J $164$J$ 11 0 0 11 风险费 % 0 292.93999999999999772626324556767940521240234375 0 $DN50mmPE管闸阀$29.29$风险费$ 164 A+B+C+D+E+F+G+H+I+J K $164$K$ 11 0 0 13 工程单价 元 0 0 292.8999999999999772626324556767940521240234375 $DN50mmPE管闸阀$29.29$工程单价$ 164 A+B+C+D+E+F+G+H+I+J+K+L Z $164$Z$ 11 0 0 附件表三 建筑工程单价表 179 179 单价编号 36 定额编号 9094T 项目名称 DN63mmPE管(0.60Mpa) 单 价 22.33元/m 计算单位 100m 100 179 施工方法 工作内容 单 价: 22.3299999999999982946974341757595539093017578125 元/m $DN63mmPE管(0.60Mpa)$22.33$ 100 $单价行$ 179 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 444.009999999999990905052982270717620849609375 $DN63mmPE管(0.60Mpa)$22.33$直接费$ 179 A1+A2 A $179$A$ 11 0 0 1.1 直接工程费 元 0 0 424.48000000000001818989403545856475830078125 $DN63mmPE管(0.60Mpa)$22.33$直接工程费$ 179 A11+A12+A13 A1 $179$A1$ 11 0 0 1.1.1 人工费 元 0 0 297 $DN63mmPE管(0.60Mpa)$22.33$人工费$ 179 [人工费] A11 $179$A11$ 11 0 0 (1) 技工 工日 1.8000000000000000444089209850062616169452667236328125 65 117 65 0 $900010$65$ A $179$A$ 179 119683 0 0 (2) 普工 工日 3.600000000000000088817841970012523233890533447265625 50 180 50 0 $900020$50$ A $179$A$ 179 119684 0 0 1.1.2 材料费 元 0 0 37.85000000000000142108547152020037174224853515625 $DN63mmPE管(0.60Mpa)$22.33$材料费$ 179 [材料费] A12 $179$A12$ 11 0 0 (1) 零星材料费 % 10 378.48000000000001818989403545856475830078125 37.85000000000000142108547152020037174224853515625 378.48000000000001818989403545856475830078125 0 $ST0998$378.48$ B $179$B$ 179 119687 0 0 1.1.3 机械使用费 元 0 0 89.6299999999999954525264911353588104248046875 $DN63mmPE管(0.60Mpa)$22.33$机械使用费$ 179 [机械费] A13 $179$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.9499999999999999555910790149937383830547332763671875 85.7639999999999957935870043002068996429443359375 81.4800000000000039790393202565610408782958984375 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $179$C$ 179 119685 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 10 81.4800000000000039790393202565610408782958984375 8.1500000000000003552713678800500929355621337890625 81.4800000000000039790393202565610408782958984375 0 $ST9999$81.48$ C $179$C$ 179 119688 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 424.48000000000001818989403545856475830078125 19.530000000000001136868377216160297393798828125 $DN63mmPE管(0.60Mpa)$22.33$措施费$ 179 A1 A2 $179$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 444.009999999999990905052982270717620849609375 40.39999999999999857891452847979962825775146484375 $DN63mmPE管(0.60Mpa)$22.33$间接费$ 179 A B $179$B$ 11 0 0 3 利润 % 7 484.41000000000002501110429875552654266357421875 33.909999999999996589394868351519107818603515625 $DN63mmPE管(0.60Mpa)$22.33$利润$ 179 A+B C $179$C$ 11 0 0 4 主材价差 元 0 0 0 $DN63mmPE管(0.60Mpa)$22.33$主材价差$ 179 [材料价差] D $179$D$ 11 0 0 5 主材费 元 0 0 1530 $DN63mmPE管(0.60Mpa)$22.33$主材费$ 179 [主材费] E $179$E$ 11 0 0 (1) DN63mmPE管(0.60Mpa) m 102 15 1530 15 0 $618138B$15$ F $179$F$ 179 119686 0 0 6 价格调节基金 % 0 2048.32000000000016370904631912708282470703125 0 $DN63mmPE管(0.60Mpa)$22.33$价格调节基金$ 179 A+B+C+D+E F $179$F$ 11 0 0 7 税金 % 9 2048.32000000000016370904631912708282470703125 184.349999999999994315658113919198513031005859375 $DN63mmPE管(0.60Mpa)$22.33$税金$ 179 A+B+C+D+E+F G $179$G$ 11 0 0 9 临时工程摊销费 % 0 2232.670000000000072759576141834259033203125 0 $DN63mmPE管(0.60Mpa)$22.33$临时工程摊销费$ 179 A+B+C+D+E+F+G+H I $179$I$ 11 0 0 10 其他费用摊销 % 0 2232.670000000000072759576141834259033203125 0 $DN63mmPE管(0.60Mpa)$22.33$其他费用摊销$ 179 A+B+C+D+E+F+G+H+I J $179$J$ 11 0 0 11 风险费 % 0 2232.670000000000072759576141834259033203125 0 $DN63mmPE管(0.60Mpa)$22.33$风险费$ 179 A+B+C+D+E+F+G+H+I+J K $179$K$ 11 0 0 13 工程单价 元 0 0 2233 $DN63mmPE管(0.60Mpa)$22.33$工程单价$ 179 A+B+C+D+E+F+G+H+I+J+K+L Z $179$Z$ 11 0 0 附件表三 建筑工程单价表 181 181 单价编号 37 定额编号 9105T 项目名称 DN63mmPE管三通 单 价 25.73元/个 计算单位 10个 10 181 施工方法 工作内容 单 价: 25.730000000000000426325641456060111522674560546875 元/个 $DN63mmPE管三通$25.73$ 10 $单价行$ 181 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 116.530000000000001136868377216160297393798828125 $DN63mmPE管三通$25.73$直接费$ 181 A1+A2 A $181$A$ 11 0 0 1.1 直接工程费 元 0 0 111.409999999999996589394868351519107818603515625 $DN63mmPE管三通$25.73$直接工程费$ 181 A11+A12+A13 A1 $181$A1$ 11 0 0 1.1.1 人工费 元 0 0 49.5 $DN63mmPE管三通$25.73$人工费$ 181 [人工费] A11 $181$A11$ 11 0 0 (1) 技工 工日 0.299999999999999988897769753748434595763683319091796875 65 19.5 65 0 $900010$65$ A $181$A$ 181 119689 0 0 (2) 普工 工日 0.59999999999999997779553950749686919152736663818359375 50 30 50 0 $900020$50$ A $181$A$ 181 119690 0 0 1.1.2 材料费 元 0 0 5.17999999999999971578290569595992565155029296875 $DN63mmPE管三通$25.73$材料费$ 181 [材料费] A12 $181$A12$ 11 0 0 (1) 零星材料费 % 5 103.530000000000001136868377216160297393798828125 5.17999999999999971578290569595992565155029296875 103.530000000000001136868377216160297393798828125 0 $ST0998$103.53$ B $181$B$ 181 119693 0 0 1.1.3 机械使用费 元 0 0 56.72999999999999687361196265555918216705322265625 $DN63mmPE管三通$25.73$机械使用费$ 181 [机械费] A13 $181$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.63000000000000000444089209850062616169452667236328125 85.7639999999999957935870043002068996429443359375 54.030000000000001136868377216160297393798828125 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $181$C$ 181 119691 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 54.030000000000001136868377216160297393798828125 2.70000000000000017763568394002504646778106689453125 54.030000000000001136868377216160297393798828125 0 $ST9999$54.03$ C $181$C$ 181 119694 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 111.409999999999996589394868351519107818603515625 5.12000000000000010658141036401502788066864013671875 $DN63mmPE管三通$25.73$措施费$ 181 A1 A2 $181$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 116.530000000000001136868377216160297393798828125 10.5999999999999996447286321199499070644378662109375 $DN63mmPE管三通$25.73$间接费$ 181 A B $181$B$ 11 0 0 3 利润 % 7 127.1299999999999954525264911353588104248046875 8.9000000000000003552713678800500929355621337890625 $DN63mmPE管三通$25.73$利润$ 181 A+B C $181$C$ 11 0 0 4 主材价差 元 0 0 0 $DN63mmPE管三通$25.73$主材价差$ 181 [材料价差] D $181$D$ 11 0 0 5 主材费 元 0 0 100 $DN63mmPE管三通$25.73$主材费$ 181 [主材费] E $181$E$ 11 0 0 (1) DN63mmPE管三通 个 10 10 100 10 0 $352301B$10$ F $181$F$ 181 119692 0 0 6 价格调节基金 % 0 236.030000000000001136868377216160297393798828125 0 $DN63mmPE管三通$25.73$价格调节基金$ 181 A+B+C+D+E F $181$F$ 11 0 0 7 税金 % 9 236.030000000000001136868377216160297393798828125 21.239999999999998436805981327779591083526611328125 $DN63mmPE管三通$25.73$税金$ 181 A+B+C+D+E+F G $181$G$ 11 0 0 9 临时工程摊销费 % 0 257.26999999999998181010596454143524169921875 0 $DN63mmPE管三通$25.73$临时工程摊销费$ 181 A+B+C+D+E+F+G+H I $181$I$ 11 0 0 10 其他费用摊销 % 0 257.26999999999998181010596454143524169921875 0 $DN63mmPE管三通$25.73$其他费用摊销$ 181 A+B+C+D+E+F+G+H+I J $181$J$ 11 0 0 11 风险费 % 0 257.26999999999998181010596454143524169921875 0 $DN63mmPE管三通$25.73$风险费$ 181 A+B+C+D+E+F+G+H+I+J K $181$K$ 11 0 0 13 工程单价 元 0 0 257.30000000000001136868377216160297393798828125 $DN63mmPE管三通$25.73$工程单价$ 181 A+B+C+D+E+F+G+H+I+J+K+L Z $181$Z$ 11 0 0 附件表三 建筑工程单价表 183 183 单价编号 38 定额编号 9105T 项目名称 DN63mmPE管闸阀 单 价 69.33元/个 计算单位 10个 10 183 施工方法 工作内容 单 价: 69.3299999999999982946974341757595539093017578125 元/个 $DN63mmPE管闸阀$69.33$ 10 $单价行$ 183 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 116.530000000000001136868377216160297393798828125 $DN63mmPE管闸阀$69.33$直接费$ 183 A1+A2 A $183$A$ 11 0 0 1.1 直接工程费 元 0 0 111.409999999999996589394868351519107818603515625 $DN63mmPE管闸阀$69.33$直接工程费$ 183 A11+A12+A13 A1 $183$A1$ 11 0 0 1.1.1 人工费 元 0 0 49.5 $DN63mmPE管闸阀$69.33$人工费$ 183 [人工费] A11 $183$A11$ 11 0 0 (1) 技工 工日 0.299999999999999988897769753748434595763683319091796875 65 19.5 65 0 $900010$65$ A $183$A$ 183 119695 0 0 (2) 普工 工日 0.59999999999999997779553950749686919152736663818359375 50 30 50 0 $900020$50$ A $183$A$ 183 119696 0 0 1.1.2 材料费 元 0 0 5.17999999999999971578290569595992565155029296875 $DN63mmPE管闸阀$69.33$材料费$ 183 [材料费] A12 $183$A12$ 11 0 0 (1) 零星材料费 % 5 103.530000000000001136868377216160297393798828125 5.17999999999999971578290569595992565155029296875 103.530000000000001136868377216160297393798828125 0 $ST0998$103.53$ B $183$B$ 183 119699 0 0 1.1.3 机械使用费 元 0 0 56.72999999999999687361196265555918216705322265625 $DN63mmPE管闸阀$69.33$机械使用费$ 183 [机械费] A13 $183$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.63000000000000000444089209850062616169452667236328125 85.7639999999999957935870043002068996429443359375 54.030000000000001136868377216160297393798828125 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $183$C$ 183 119697 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 54.030000000000001136868377216160297393798828125 2.70000000000000017763568394002504646778106689453125 54.030000000000001136868377216160297393798828125 0 $ST9999$54.03$ C $183$C$ 183 119700 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 111.409999999999996589394868351519107818603515625 5.12000000000000010658141036401502788066864013671875 $DN63mmPE管闸阀$69.33$措施费$ 183 A1 A2 $183$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 116.530000000000001136868377216160297393798828125 10.5999999999999996447286321199499070644378662109375 $DN63mmPE管闸阀$69.33$间接费$ 183 A B $183$B$ 11 0 0 3 利润 % 7 127.1299999999999954525264911353588104248046875 8.9000000000000003552713678800500929355621337890625 $DN63mmPE管闸阀$69.33$利润$ 183 A+B C $183$C$ 11 0 0 4 主材价差 元 0 0 0 $DN63mmPE管闸阀$69.33$主材价差$ 183 [材料价差] D $183$D$ 11 0 0 5 主材费 元 0 0 500 $DN63mmPE管闸阀$69.33$主材费$ 183 [主材费] E $183$E$ 11 0 0 (1) DN63mmPE管闸阀 个 10 50 500 50 0 $343181B$50$ F $183$F$ 183 119698 0 0 6 价格调节基金 % 0 636.029999999999972715158946812152862548828125 0 $DN63mmPE管闸阀$69.33$价格调节基金$ 183 A+B+C+D+E F $183$F$ 11 0 0 7 税金 % 9 636.029999999999972715158946812152862548828125 57.24000000000000198951966012828052043914794921875 $DN63mmPE管闸阀$69.33$税金$ 183 A+B+C+D+E+F G $183$G$ 11 0 0 9 临时工程摊销费 % 0 693.26999999999998181010596454143524169921875 0 $DN63mmPE管闸阀$69.33$临时工程摊销费$ 183 A+B+C+D+E+F+G+H I $183$I$ 11 0 0 10 其他费用摊销 % 0 693.26999999999998181010596454143524169921875 0 $DN63mmPE管闸阀$69.33$其他费用摊销$ 183 A+B+C+D+E+F+G+H+I J $183$J$ 11 0 0 11 风险费 % 0 693.26999999999998181010596454143524169921875 0 $DN63mmPE管闸阀$69.33$风险费$ 183 A+B+C+D+E+F+G+H+I+J K $183$K$ 11 0 0 13 工程单价 元 0 0 693.299999999999954525264911353588104248046875 $DN63mmPE管闸阀$69.33$工程单价$ 183 A+B+C+D+E+F+G+H+I+J+K+L Z $183$Z$ 11 0 0 附件表三 建筑工程单价表 185 185 单价编号 39 定额编号 9105T 项目名称 DN63mmPE管排气阀 单 价 221.93元/个 计算单位 10个 10 185 施工方法 工作内容 单 价: 221.93000000000000682121026329696178436279296875 元/个 $DN63mmPE管排气阀$221.93$ 10 $单价行$ 185 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 116.530000000000001136868377216160297393798828125 $DN63mmPE管排气阀$221.93$直接费$ 185 A1+A2 A $185$A$ 11 0 0 1.1 直接工程费 元 0 0 111.409999999999996589394868351519107818603515625 $DN63mmPE管排气阀$221.93$直接工程费$ 185 A11+A12+A13 A1 $185$A1$ 11 0 0 1.1.1 人工费 元 0 0 49.5 $DN63mmPE管排气阀$221.93$人工费$ 185 [人工费] A11 $185$A11$ 11 0 0 (1) 技工 工日 0.299999999999999988897769753748434595763683319091796875 65 19.5 65 0 $900010$65$ A $185$A$ 185 119701 0 0 (2) 普工 工日 0.59999999999999997779553950749686919152736663818359375 50 30 50 0 $900020$50$ A $185$A$ 185 119702 0 0 1.1.2 材料费 元 0 0 5.17999999999999971578290569595992565155029296875 $DN63mmPE管排气阀$221.93$材料费$ 185 [材料费] A12 $185$A12$ 11 0 0 (1) 零星材料费 % 5 103.530000000000001136868377216160297393798828125 5.17999999999999971578290569595992565155029296875 103.530000000000001136868377216160297393798828125 0 $ST0998$103.53$ B $185$B$ 185 119705 0 0 1.1.3 机械使用费 元 0 0 56.72999999999999687361196265555918216705322265625 $DN63mmPE管排气阀$221.93$机械使用费$ 185 [机械费] A13 $185$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.63000000000000000444089209850062616169452667236328125 85.7639999999999957935870043002068996429443359375 54.030000000000001136868377216160297393798828125 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $185$C$ 185 119703 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 54.030000000000001136868377216160297393798828125 2.70000000000000017763568394002504646778106689453125 54.030000000000001136868377216160297393798828125 0 $ST9999$54.03$ C $185$C$ 185 119706 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 111.409999999999996589394868351519107818603515625 5.12000000000000010658141036401502788066864013671875 $DN63mmPE管排气阀$221.93$措施费$ 185 A1 A2 $185$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 116.530000000000001136868377216160297393798828125 10.5999999999999996447286321199499070644378662109375 $DN63mmPE管排气阀$221.93$间接费$ 185 A B $185$B$ 11 0 0 3 利润 % 7 127.1299999999999954525264911353588104248046875 8.9000000000000003552713678800500929355621337890625 $DN63mmPE管排气阀$221.93$利润$ 185 A+B C $185$C$ 11 0 0 4 主材价差 元 0 0 0 $DN63mmPE管排气阀$221.93$主材价差$ 185 [材料价差] D $185$D$ 11 0 0 5 主材费 元 0 0 1900 $DN63mmPE管排气阀$221.93$主材费$ 185 [主材费] E $185$E$ 11 0 0 (1) DN63mmPE管排气阀 个 10 190 1900 190 0 $422390B$190$ F $185$F$ 185 119704 0 0 6 价格调节基金 % 0 2036.029999999999972715158946812152862548828125 0 $DN63mmPE管排气阀$221.93$价格调节基金$ 185 A+B+C+D+E F $185$F$ 11 0 0 7 税金 % 9 2036.029999999999972715158946812152862548828125 183.240000000000009094947017729282379150390625 $DN63mmPE管排气阀$221.93$税金$ 185 A+B+C+D+E+F G $185$G$ 11 0 0 9 临时工程摊销费 % 0 2219.26999999999998181010596454143524169921875 0 $DN63mmPE管排气阀$221.93$临时工程摊销费$ 185 A+B+C+D+E+F+G+H I $185$I$ 11 0 0 10 其他费用摊销 % 0 2219.26999999999998181010596454143524169921875 0 $DN63mmPE管排气阀$221.93$其他费用摊销$ 185 A+B+C+D+E+F+G+H+I J $185$J$ 11 0 0 11 风险费 % 0 2219.26999999999998181010596454143524169921875 0 $DN63mmPE管排气阀$221.93$风险费$ 185 A+B+C+D+E+F+G+H+I+J K $185$K$ 11 0 0 13 工程单价 元 0 0 2219.3000000000001818989403545856475830078125 $DN63mmPE管排气阀$221.93$工程单价$ 185 A+B+C+D+E+F+G+H+I+J+K+L Z $185$Z$ 11 0 0 附件表三 建筑工程单价表 193 193 单价编号 40 定额编号 9094T 项目名称 DN75mmPE管(0.60Mpa) 单 价 33.44元/m 计算单位 100m 100 193 施工方法 工作内容 单 价: 33.43999999999999772626324556767940521240234375 元/m $DN75mmPE管(0.60Mpa)$33.44$ 100 $单价行$ 193 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 444.009999999999990905052982270717620849609375 $DN75mmPE管(0.60Mpa)$33.44$直接费$ 193 A1+A2 A $193$A$ 11 0 0 1.1 直接工程费 元 0 0 424.48000000000001818989403545856475830078125 $DN75mmPE管(0.60Mpa)$33.44$直接工程费$ 193 A11+A12+A13 A1 $193$A1$ 11 0 0 1.1.1 人工费 元 0 0 297 $DN75mmPE管(0.60Mpa)$33.44$人工费$ 193 [人工费] A11 $193$A11$ 11 0 0 (1) 技工 工日 1.8000000000000000444089209850062616169452667236328125 65 117 65 0 $900010$65$ A $193$A$ 193 119724 0 0 (2) 普工 工日 3.600000000000000088817841970012523233890533447265625 50 180 50 0 $900020$50$ A $193$A$ 193 119725 0 0 1.1.2 材料费 元 0 0 37.85000000000000142108547152020037174224853515625 $DN75mmPE管(0.60Mpa)$33.44$材料费$ 193 [材料费] A12 $193$A12$ 11 0 0 (1) 零星材料费 % 10 378.48000000000001818989403545856475830078125 37.85000000000000142108547152020037174224853515625 378.48000000000001818989403545856475830078125 0 $ST0998$378.48$ B $193$B$ 193 119728 0 0 1.1.3 机械使用费 元 0 0 89.6299999999999954525264911353588104248046875 $DN75mmPE管(0.60Mpa)$33.44$机械使用费$ 193 [机械费] A13 $193$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.9499999999999999555910790149937383830547332763671875 85.7639999999999957935870043002068996429443359375 81.4800000000000039790393202565610408782958984375 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $193$C$ 193 119726 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 10 81.4800000000000039790393202565610408782958984375 8.1500000000000003552713678800500929355621337890625 81.4800000000000039790393202565610408782958984375 0 $ST9999$81.48$ C $193$C$ 193 119729 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 424.48000000000001818989403545856475830078125 19.530000000000001136868377216160297393798828125 $DN75mmPE管(0.60Mpa)$33.44$措施费$ 193 A1 A2 $193$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 444.009999999999990905052982270717620849609375 40.39999999999999857891452847979962825775146484375 $DN75mmPE管(0.60Mpa)$33.44$间接费$ 193 A B $193$B$ 11 0 0 3 利润 % 7 484.41000000000002501110429875552654266357421875 33.909999999999996589394868351519107818603515625 $DN75mmPE管(0.60Mpa)$33.44$利润$ 193 A+B C $193$C$ 11 0 0 4 主材价差 元 0 0 0 $DN75mmPE管(0.60Mpa)$33.44$主材价差$ 193 [材料价差] D $193$D$ 11 0 0 5 主材费 元 0 0 2550 $DN75mmPE管(0.60Mpa)$33.44$主材费$ 193 [主材费] E $193$E$ 11 0 0 (1) DN75mmPE管(0.60Mpa) m 102 25 2550 25 0 $628338B$25$ F $193$F$ 193 119727 0 0 6 价格调节基金 % 0 3068.32000000000016370904631912708282470703125 0 $DN75mmPE管(0.60Mpa)$33.44$价格调节基金$ 193 A+B+C+D+E F $193$F$ 11 0 0 7 税金 % 9 3068.32000000000016370904631912708282470703125 276.1499999999999772626324556767940521240234375 $DN75mmPE管(0.60Mpa)$33.44$税金$ 193 A+B+C+D+E+F G $193$G$ 11 0 0 9 临时工程摊销费 % 0 3344.46999999999979991116560995578765869140625 0 $DN75mmPE管(0.60Mpa)$33.44$临时工程摊销费$ 193 A+B+C+D+E+F+G+H I $193$I$ 11 0 0 10 其他费用摊销 % 0 3344.46999999999979991116560995578765869140625 0 $DN75mmPE管(0.60Mpa)$33.44$其他费用摊销$ 193 A+B+C+D+E+F+G+H+I J $193$J$ 11 0 0 11 风险费 % 0 3344.46999999999979991116560995578765869140625 0 $DN75mmPE管(0.60Mpa)$33.44$风险费$ 193 A+B+C+D+E+F+G+H+I+J K $193$K$ 11 0 0 13 工程单价 元 0 0 3344 $DN75mmPE管(0.60Mpa)$33.44$工程单价$ 193 A+B+C+D+E+F+G+H+I+J+K+L Z $193$Z$ 11 0 0 附件表三 建筑工程单价表 195 195 单价编号 41 定额编号 9105T 项目名称 DN75mmPE管三通 单 价 31.18元/个 计算单位 10个 10 195 施工方法 工作内容 单 价: 31.17999999999999971578290569595992565155029296875 元/个 $DN75mmPE管三通$31.18$ 10 $单价行$ 195 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 116.530000000000001136868377216160297393798828125 $DN75mmPE管三通$31.18$直接费$ 195 A1+A2 A $195$A$ 11 0 0 1.1 直接工程费 元 0 0 111.409999999999996589394868351519107818603515625 $DN75mmPE管三通$31.18$直接工程费$ 195 A11+A12+A13 A1 $195$A1$ 11 0 0 1.1.1 人工费 元 0 0 49.5 $DN75mmPE管三通$31.18$人工费$ 195 [人工费] A11 $195$A11$ 11 0 0 (1) 技工 工日 0.299999999999999988897769753748434595763683319091796875 65 19.5 65 0 $900010$65$ A $195$A$ 195 119730 0 0 (2) 普工 工日 0.59999999999999997779553950749686919152736663818359375 50 30 50 0 $900020$50$ A $195$A$ 195 119731 0 0 1.1.2 材料费 元 0 0 5.17999999999999971578290569595992565155029296875 $DN75mmPE管三通$31.18$材料费$ 195 [材料费] A12 $195$A12$ 11 0 0 (1) 零星材料费 % 5 103.530000000000001136868377216160297393798828125 5.17999999999999971578290569595992565155029296875 103.530000000000001136868377216160297393798828125 0 $ST0998$103.53$ B $195$B$ 195 119734 0 0 1.1.3 机械使用费 元 0 0 56.72999999999999687361196265555918216705322265625 $DN75mmPE管三通$31.18$机械使用费$ 195 [机械费] A13 $195$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.63000000000000000444089209850062616169452667236328125 85.7639999999999957935870043002068996429443359375 54.030000000000001136868377216160297393798828125 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $195$C$ 195 119732 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 54.030000000000001136868377216160297393798828125 2.70000000000000017763568394002504646778106689453125 54.030000000000001136868377216160297393798828125 0 $ST9999$54.03$ C $195$C$ 195 119735 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 111.409999999999996589394868351519107818603515625 5.12000000000000010658141036401502788066864013671875 $DN75mmPE管三通$31.18$措施费$ 195 A1 A2 $195$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 116.530000000000001136868377216160297393798828125 10.5999999999999996447286321199499070644378662109375 $DN75mmPE管三通$31.18$间接费$ 195 A B $195$B$ 11 0 0 3 利润 % 7 127.1299999999999954525264911353588104248046875 8.9000000000000003552713678800500929355621337890625 $DN75mmPE管三通$31.18$利润$ 195 A+B C $195$C$ 11 0 0 4 主材价差 元 0 0 0 $DN75mmPE管三通$31.18$主材价差$ 195 [材料价差] D $195$D$ 11 0 0 5 主材费 元 0 0 150 $DN75mmPE管三通$31.18$主材费$ 195 [主材费] E $195$E$ 11 0 0 (1) DN75mmPE管三通 个 10 15 150 15 0 $362501B$15$ F $195$F$ 195 119733 0 0 6 价格调节基金 % 0 286.029999999999972715158946812152862548828125 0 $DN75mmPE管三通$31.18$价格调节基金$ 195 A+B+C+D+E F $195$F$ 11 0 0 7 税金 % 9 286.029999999999972715158946812152862548828125 25.739999999999998436805981327779591083526611328125 $DN75mmPE管三通$31.18$税金$ 195 A+B+C+D+E+F G $195$G$ 11 0 0 9 临时工程摊销费 % 0 311.76999999999998181010596454143524169921875 0 $DN75mmPE管三通$31.18$临时工程摊销费$ 195 A+B+C+D+E+F+G+H I $195$I$ 11 0 0 10 其他费用摊销 % 0 311.76999999999998181010596454143524169921875 0 $DN75mmPE管三通$31.18$其他费用摊销$ 195 A+B+C+D+E+F+G+H+I J $195$J$ 11 0 0 11 风险费 % 0 311.76999999999998181010596454143524169921875 0 $DN75mmPE管三通$31.18$风险费$ 195 A+B+C+D+E+F+G+H+I+J K $195$K$ 11 0 0 13 工程单价 元 0 0 311.80000000000001136868377216160297393798828125 $DN75mmPE管三通$31.18$工程单价$ 195 A+B+C+D+E+F+G+H+I+J+K+L Z $195$Z$ 11 0 0 附件表三 建筑工程单价表 197 197 单价编号 42 定额编号 9105T 项目名称 DN75mmPE管闸阀 单 价 71.51元/个 计算单位 10个 10 197 施工方法 工作内容 单 价: 71.5100000000000051159076974727213382720947265625 元/个 $DN75mmPE管闸阀$71.51$ 10 $单价行$ 197 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 116.530000000000001136868377216160297393798828125 $DN75mmPE管闸阀$71.51$直接费$ 197 A1+A2 A $197$A$ 11 0 0 1.1 直接工程费 元 0 0 111.409999999999996589394868351519107818603515625 $DN75mmPE管闸阀$71.51$直接工程费$ 197 A11+A12+A13 A1 $197$A1$ 11 0 0 1.1.1 人工费 元 0 0 49.5 $DN75mmPE管闸阀$71.51$人工费$ 197 [人工费] A11 $197$A11$ 11 0 0 (1) 技工 工日 0.299999999999999988897769753748434595763683319091796875 65 19.5 65 0 $900010$65$ A $197$A$ 197 119736 0 0 (2) 普工 工日 0.59999999999999997779553950749686919152736663818359375 50 30 50 0 $900020$50$ A $197$A$ 197 119737 0 0 1.1.2 材料费 元 0 0 5.17999999999999971578290569595992565155029296875 $DN75mmPE管闸阀$71.51$材料费$ 197 [材料费] A12 $197$A12$ 11 0 0 (1) 零星材料费 % 5 103.530000000000001136868377216160297393798828125 5.17999999999999971578290569595992565155029296875 103.530000000000001136868377216160297393798828125 0 $ST0998$103.53$ B $197$B$ 197 119740 0 0 1.1.3 机械使用费 元 0 0 56.72999999999999687361196265555918216705322265625 $DN75mmPE管闸阀$71.51$机械使用费$ 197 [机械费] A13 $197$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.63000000000000000444089209850062616169452667236328125 85.7639999999999957935870043002068996429443359375 54.030000000000001136868377216160297393798828125 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $197$C$ 197 119738 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 54.030000000000001136868377216160297393798828125 2.70000000000000017763568394002504646778106689453125 54.030000000000001136868377216160297393798828125 0 $ST9999$54.03$ C $197$C$ 197 119741 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 111.409999999999996589394868351519107818603515625 5.12000000000000010658141036401502788066864013671875 $DN75mmPE管闸阀$71.51$措施费$ 197 A1 A2 $197$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 116.530000000000001136868377216160297393798828125 10.5999999999999996447286321199499070644378662109375 $DN75mmPE管闸阀$71.51$间接费$ 197 A B $197$B$ 11 0 0 3 利润 % 7 127.1299999999999954525264911353588104248046875 8.9000000000000003552713678800500929355621337890625 $DN75mmPE管闸阀$71.51$利润$ 197 A+B C $197$C$ 11 0 0 4 主材价差 元 0 0 0 $DN75mmPE管闸阀$71.51$主材价差$ 197 [材料价差] D $197$D$ 11 0 0 5 主材费 元 0 0 520 $DN75mmPE管闸阀$71.51$主材费$ 197 [主材费] E $197$E$ 11 0 0 (1) DN75mmPE管闸阀 个 10 52 520 52 0 $353381B$52$ F $197$F$ 197 119739 0 0 6 价格调节基金 % 0 656.029999999999972715158946812152862548828125 0 $DN75mmPE管闸阀$71.51$价格调节基金$ 197 A+B+C+D+E F $197$F$ 11 0 0 7 税金 % 9 656.029999999999972715158946812152862548828125 59.03999999999999914734871708787977695465087890625 $DN75mmPE管闸阀$71.51$税金$ 197 A+B+C+D+E+F G $197$G$ 11 0 0 9 临时工程摊销费 % 0 715.0700000000000500222085975110530853271484375 0 $DN75mmPE管闸阀$71.51$临时工程摊销费$ 197 A+B+C+D+E+F+G+H I $197$I$ 11 0 0 10 其他费用摊销 % 0 715.0700000000000500222085975110530853271484375 0 $DN75mmPE管闸阀$71.51$其他费用摊销$ 197 A+B+C+D+E+F+G+H+I J $197$J$ 11 0 0 11 风险费 % 0 715.0700000000000500222085975110530853271484375 0 $DN75mmPE管闸阀$71.51$风险费$ 197 A+B+C+D+E+F+G+H+I+J K $197$K$ 11 0 0 13 工程单价 元 0 0 715.1000000000000227373675443232059478759765625 $DN75mmPE管闸阀$71.51$工程单价$ 197 A+B+C+D+E+F+G+H+I+J+K+L Z $197$Z$ 11 0 0 附件表三 建筑工程单价表 199 199 单价编号 43 定额编号 9105T 项目名称 DN75mmPE管排污阀 单 价 243.73元/个 计算单位 10个 10 199 施工方法 工作内容 单 价: 243.729999999999989768184605054557323455810546875 元/个 $DN75mmPE管排污阀$243.73$ 10 $单价行$ 199 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 116.530000000000001136868377216160297393798828125 $DN75mmPE管排污阀$243.73$直接费$ 199 A1+A2 A $199$A$ 11 0 0 1.1 直接工程费 元 0 0 111.409999999999996589394868351519107818603515625 $DN75mmPE管排污阀$243.73$直接工程费$ 199 A11+A12+A13 A1 $199$A1$ 11 0 0 1.1.1 人工费 元 0 0 49.5 $DN75mmPE管排污阀$243.73$人工费$ 199 [人工费] A11 $199$A11$ 11 0 0 (1) 技工 工日 0.299999999999999988897769753748434595763683319091796875 65 19.5 65 0 $900010$65$ A $199$A$ 199 119742 0 0 (2) 普工 工日 0.59999999999999997779553950749686919152736663818359375 50 30 50 0 $900020$50$ A $199$A$ 199 119743 0 0 1.1.2 材料费 元 0 0 5.17999999999999971578290569595992565155029296875 $DN75mmPE管排污阀$243.73$材料费$ 199 [材料费] A12 $199$A12$ 11 0 0 (1) 零星材料费 % 5 103.530000000000001136868377216160297393798828125 5.17999999999999971578290569595992565155029296875 103.530000000000001136868377216160297393798828125 0 $ST0998$103.53$ B $199$B$ 199 119746 0 0 1.1.3 机械使用费 元 0 0 56.72999999999999687361196265555918216705322265625 $DN75mmPE管排污阀$243.73$机械使用费$ 199 [机械费] A13 $199$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.63000000000000000444089209850062616169452667236328125 85.7639999999999957935870043002068996429443359375 54.030000000000001136868377216160297393798828125 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $199$C$ 199 119744 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 54.030000000000001136868377216160297393798828125 2.70000000000000017763568394002504646778106689453125 54.030000000000001136868377216160297393798828125 0 $ST9999$54.03$ C $199$C$ 199 119747 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 111.409999999999996589394868351519107818603515625 5.12000000000000010658141036401502788066864013671875 $DN75mmPE管排污阀$243.73$措施费$ 199 A1 A2 $199$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 116.530000000000001136868377216160297393798828125 10.5999999999999996447286321199499070644378662109375 $DN75mmPE管排污阀$243.73$间接费$ 199 A B $199$B$ 11 0 0 3 利润 % 7 127.1299999999999954525264911353588104248046875 8.9000000000000003552713678800500929355621337890625 $DN75mmPE管排污阀$243.73$利润$ 199 A+B C $199$C$ 11 0 0 4 主材价差 元 0 0 0 $DN75mmPE管排污阀$243.73$主材价差$ 199 [材料价差] D $199$D$ 11 0 0 5 主材费 元 0 0 2100 $DN75mmPE管排污阀$243.73$主材费$ 199 [主材费] E $199$E$ 11 0 0 (1) DN75mmPE管排污阀 个 10 210 2100 210 0 $501590B$210$ F $199$F$ 199 119745 0 0 6 价格调节基金 % 0 2236.03000000000020008883439004421234130859375 0 $DN75mmPE管排污阀$243.73$价格调节基金$ 199 A+B+C+D+E F $199$F$ 11 0 0 7 税金 % 9 2236.03000000000020008883439004421234130859375 201.240000000000009094947017729282379150390625 $DN75mmPE管排污阀$243.73$税金$ 199 A+B+C+D+E+F G $199$G$ 11 0 0 9 临时工程摊销费 % 0 2437.26999999999998181010596454143524169921875 0 $DN75mmPE管排污阀$243.73$临时工程摊销费$ 199 A+B+C+D+E+F+G+H I $199$I$ 11 0 0 10 其他费用摊销 % 0 2437.26999999999998181010596454143524169921875 0 $DN75mmPE管排污阀$243.73$其他费用摊销$ 199 A+B+C+D+E+F+G+H+I J $199$J$ 11 0 0 11 风险费 % 0 2437.26999999999998181010596454143524169921875 0 $DN75mmPE管排污阀$243.73$风险费$ 199 A+B+C+D+E+F+G+H+I+J K $199$K$ 11 0 0 13 工程单价 元 0 0 2437.3000000000001818989403545856475830078125 $DN75mmPE管排污阀$243.73$工程单价$ 199 A+B+C+D+E+F+G+H+I+J+K+L Z $199$Z$ 11 0 0 附件表三 建筑工程单价表 201 201 单价编号 44 定额编号 9105T 项目名称 DN75mmPE管排气阀 单 价 243.73元/个 计算单位 10个 10 201 施工方法 工作内容 单 价: 243.729999999999989768184605054557323455810546875 元/个 $DN75mmPE管排气阀$243.73$ 10 $单价行$ 201 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 116.530000000000001136868377216160297393798828125 $DN75mmPE管排气阀$243.73$直接费$ 201 A1+A2 A $201$A$ 11 0 0 1.1 直接工程费 元 0 0 111.409999999999996589394868351519107818603515625 $DN75mmPE管排气阀$243.73$直接工程费$ 201 A11+A12+A13 A1 $201$A1$ 11 0 0 1.1.1 人工费 元 0 0 49.5 $DN75mmPE管排气阀$243.73$人工费$ 201 [人工费] A11 $201$A11$ 11 0 0 (1) 技工 工日 0.299999999999999988897769753748434595763683319091796875 65 19.5 65 0 $900010$65$ A $201$A$ 201 119748 0 0 (2) 普工 工日 0.59999999999999997779553950749686919152736663818359375 50 30 50 0 $900020$50$ A $201$A$ 201 119749 0 0 1.1.2 材料费 元 0 0 5.17999999999999971578290569595992565155029296875 $DN75mmPE管排气阀$243.73$材料费$ 201 [材料费] A12 $201$A12$ 11 0 0 (1) 零星材料费 % 5 103.530000000000001136868377216160297393798828125 5.17999999999999971578290569595992565155029296875 103.530000000000001136868377216160297393798828125 0 $ST0998$103.53$ B $201$B$ 201 119752 0 0 1.1.3 机械使用费 元 0 0 56.72999999999999687361196265555918216705322265625 $DN75mmPE管排气阀$243.73$机械使用费$ 201 [机械费] A13 $201$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.63000000000000000444089209850062616169452667236328125 85.7639999999999957935870043002068996429443359375 54.030000000000001136868377216160297393798828125 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $201$C$ 201 119750 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 54.030000000000001136868377216160297393798828125 2.70000000000000017763568394002504646778106689453125 54.030000000000001136868377216160297393798828125 0 $ST9999$54.03$ C $201$C$ 201 119753 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 111.409999999999996589394868351519107818603515625 5.12000000000000010658141036401502788066864013671875 $DN75mmPE管排气阀$243.73$措施费$ 201 A1 A2 $201$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 116.530000000000001136868377216160297393798828125 10.5999999999999996447286321199499070644378662109375 $DN75mmPE管排气阀$243.73$间接费$ 201 A B $201$B$ 11 0 0 3 利润 % 7 127.1299999999999954525264911353588104248046875 8.9000000000000003552713678800500929355621337890625 $DN75mmPE管排气阀$243.73$利润$ 201 A+B C $201$C$ 11 0 0 4 主材价差 元 0 0 0 $DN75mmPE管排气阀$243.73$主材价差$ 201 [材料价差] D $201$D$ 11 0 0 5 主材费 元 0 0 2100 $DN75mmPE管排气阀$243.73$主材费$ 201 [主材费] E $201$E$ 11 0 0 (1) DN75mmPE管排气阀 个 10 210 2100 210 0 $432590B$210$ F $201$F$ 201 119751 0 0 6 价格调节基金 % 0 2236.03000000000020008883439004421234130859375 0 $DN75mmPE管排气阀$243.73$价格调节基金$ 201 A+B+C+D+E F $201$F$ 11 0 0 7 税金 % 9 2236.03000000000020008883439004421234130859375 201.240000000000009094947017729282379150390625 $DN75mmPE管排气阀$243.73$税金$ 201 A+B+C+D+E+F G $201$G$ 11 0 0 9 临时工程摊销费 % 0 2437.26999999999998181010596454143524169921875 0 $DN75mmPE管排气阀$243.73$临时工程摊销费$ 201 A+B+C+D+E+F+G+H I $201$I$ 11 0 0 10 其他费用摊销 % 0 2437.26999999999998181010596454143524169921875 0 $DN75mmPE管排气阀$243.73$其他费用摊销$ 201 A+B+C+D+E+F+G+H+I J $201$J$ 11 0 0 11 风险费 % 0 2437.26999999999998181010596454143524169921875 0 $DN75mmPE管排气阀$243.73$风险费$ 201 A+B+C+D+E+F+G+H+I+J K $201$K$ 11 0 0 13 工程单价 元 0 0 2437.3000000000001818989403545856475830078125 $DN75mmPE管排气阀$243.73$工程单价$ 201 A+B+C+D+E+F+G+H+I+J+K+L Z $201$Z$ 11 0 0 附件表三 建筑工程单价表 209 209 单价编号 45 定额编号 9095T 项目名称 DN90mmPE管(0.60Mpa) 单 价 40元/m 计算单位 100m 100 209 施工方法 工作内容 单 价: 40 元/m $DN90mmPE管(0.60Mpa)$40$ 100 $单价行$ 209 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 522.0800000000000409272615797817707061767578125 $DN90mmPE管(0.60Mpa)$40$直接费$ 209 A1+A2 A $209$A$ 11 0 0 1.1 直接工程费 元 0 0 499.1200000000000045474735088646411895751953125 $DN90mmPE管(0.60Mpa)$40$直接工程费$ 209 A11+A12+A13 A1 $209$A1$ 11 0 0 1.1.1 人工费 元 0 0 355.5 $DN90mmPE管(0.60Mpa)$40$人工费$ 209 [人工费] A11 $209$A11$ 11 0 0 (1) 技工 工日 2.70000000000000017763568394002504646778106689453125 65 175.5 65 0 $900010$65$ A $209$A$ 209 119771 0 0 (2) 普工 工日 3.600000000000000088817841970012523233890533447265625 50 180 50 0 $900020$50$ A $209$A$ 209 119772 0 0 1.1.2 材料费 元 0 0 44.56000000000000227373675443232059478759765625 $DN90mmPE管(0.60Mpa)$40$材料费$ 209 [材料费] A12 $209$A12$ 11 0 0 (1) 零星材料费 % 10 445.55000000000001136868377216160297393798828125 44.56000000000000227373675443232059478759765625 445.55000000000001136868377216160297393798828125 0 $ST0998$445.55$ B $209$B$ 209 119775 0 0 1.1.3 机械使用费 元 0 0 99.06000000000000227373675443232059478759765625 $DN90mmPE管(0.60Mpa)$40$机械使用费$ 209 [机械费] A13 $209$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 1.0500000000000000444089209850062616169452667236328125 85.7639999999999957935870043002068996429443359375 90.0499999999999971578290569595992565155029296875 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $209$C$ 209 119773 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 10 90.0499999999999971578290569595992565155029296875 9.0099999999999997868371792719699442386627197265625 90.0499999999999971578290569595992565155029296875 0 $ST9999$90.05$ C $209$C$ 209 119776 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 499.1200000000000045474735088646411895751953125 22.96000000000000085265128291212022304534912109375 $DN90mmPE管(0.60Mpa)$40$措施费$ 209 A1 A2 $209$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 522.0800000000000409272615797817707061767578125 47.50999999999999801048033987171947956085205078125 $DN90mmPE管(0.60Mpa)$40$间接费$ 209 A B $209$B$ 11 0 0 3 利润 % 7 569.5900000000000318323145620524883270263671875 39.86999999999999744204615126363933086395263671875 $DN90mmPE管(0.60Mpa)$40$利润$ 209 A+B C $209$C$ 11 0 0 4 主材价差 元 0 0 0 $DN90mmPE管(0.60Mpa)$40$主材价差$ 209 [材料价差] D $209$D$ 11 0 0 5 主材费 元 0 0 3060 $DN90mmPE管(0.60Mpa)$40$主材费$ 209 [主材费] E $209$E$ 11 0 0 (1) DN90mmPE管(0.60Mpa) m 102 30 3060 30 0 $647838B$30$ F $209$F$ 209 119774 0 0 6 价格调节基金 % 0 3669.4600000000000363797880709171295166015625 0 $DN90mmPE管(0.60Mpa)$40$价格调节基金$ 209 A+B+C+D+E F $209$F$ 11 0 0 7 税金 % 9 3669.4600000000000363797880709171295166015625 330.25 $DN90mmPE管(0.60Mpa)$40$税金$ 209 A+B+C+D+E+F G $209$G$ 11 0 0 9 临时工程摊销费 % 0 3999.7100000000000363797880709171295166015625 0 $DN90mmPE管(0.60Mpa)$40$临时工程摊销费$ 209 A+B+C+D+E+F+G+H I $209$I$ 11 0 0 10 其他费用摊销 % 0 3999.7100000000000363797880709171295166015625 0 $DN90mmPE管(0.60Mpa)$40$其他费用摊销$ 209 A+B+C+D+E+F+G+H+I J $209$J$ 11 0 0 11 风险费 % 0 3999.7100000000000363797880709171295166015625 0 $DN90mmPE管(0.60Mpa)$40$风险费$ 209 A+B+C+D+E+F+G+H+I+J K $209$K$ 11 0 0 13 工程单价 元 0 0 4000 $DN90mmPE管(0.60Mpa)$40$工程单价$ 209 A+B+C+D+E+F+G+H+I+J+K+L Z $209$Z$ 11 0 0 附件表三 建筑工程单价表 211 211 单价编号 46 定额编号 9106T 项目名称 DN90mmPE管三通 单 价 40.93元/个 计算单位 10个 10 211 施工方法 工作内容 单 价: 40.92999999999999971578290569595992565155029296875 元/个 $DN90mmPE管三通$40.93$ 10 $单价行$ 211 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 133.169999999999987494447850622236728668212890625 $DN90mmPE管三通$40.93$直接费$ 211 A1+A2 A $211$A$ 11 0 0 1.1 直接工程费 元 0 0 127.31000000000000227373675443232059478759765625 $DN90mmPE管三通$40.93$直接工程费$ 211 A11+A12+A13 A1 $211$A1$ 11 0 0 1.1.1 人工费 元 0 0 59.25 $DN90mmPE管三通$40.93$人工费$ 211 [人工费] A11 $211$A11$ 11 0 0 (1) 技工 工日 0.450000000000000011102230246251565404236316680908203125 65 29.25 65 0 $900010$65$ A $211$A$ 211 119777 0 0 (2) 普工 工日 0.59999999999999997779553950749686919152736663818359375 50 30 50 0 $900020$50$ A $211$A$ 211 119778 0 0 1.1.2 材料费 元 0 0 5.9199999999999999289457264239899814128875732421875 $DN90mmPE管三通$40.93$材料费$ 211 [材料费] A12 $211$A12$ 11 0 0 (1) 零星材料费 % 5 118.43000000000000682121026329696178436279296875 5.9199999999999999289457264239899814128875732421875 118.43000000000000682121026329696178436279296875 0 $ST0998$118.43$ B $211$B$ 211 119781 0 0 1.1.3 机械使用费 元 0 0 62.1400000000000005684341886080801486968994140625 $DN90mmPE管三通$40.93$机械使用费$ 211 [机械费] A13 $211$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.689999999999999946709294817992486059665679931640625 85.7639999999999957935870043002068996429443359375 59.17999999999999971578290569595992565155029296875 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $211$C$ 211 119779 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 59.17999999999999971578290569595992565155029296875 2.95999999999999996447286321199499070644378662109375 59.17999999999999971578290569595992565155029296875 0 $ST9999$59.18$ C $211$C$ 211 119782 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 127.31000000000000227373675443232059478759765625 5.86000000000000031974423109204508364200592041015625 $DN90mmPE管三通$40.93$措施费$ 211 A1 A2 $211$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 133.169999999999987494447850622236728668212890625 12.1199999999999992184029906638897955417633056640625 $DN90mmPE管三通$40.93$间接费$ 211 A B $211$B$ 11 0 0 3 利润 % 7 145.289999999999992041921359486877918243408203125 10.1699999999999999289457264239899814128875732421875 $DN90mmPE管三通$40.93$利润$ 211 A+B C $211$C$ 11 0 0 4 主材价差 元 0 0 0 $DN90mmPE管三通$40.93$主材价差$ 211 [材料价差] D $211$D$ 11 0 0 5 主材费 元 0 0 220 $DN90mmPE管三通$40.93$主材费$ 211 [主材费] E $211$E$ 11 0 0 (1) DN90mmPE管三通 个 10 22 220 22 0 $382001B$22$ F $211$F$ 211 119780 0 0 6 价格调节基金 % 0 375.45999999999997953636921010911464691162109375 0 $DN90mmPE管三通$40.93$价格调节基金$ 211 A+B+C+D+E F $211$F$ 11 0 0 7 税金 % 9 375.45999999999997953636921010911464691162109375 33.78999999999999914734871708787977695465087890625 $DN90mmPE管三通$40.93$税金$ 211 A+B+C+D+E+F G $211$G$ 11 0 0 9 临时工程摊销费 % 0 409.25 0 $DN90mmPE管三通$40.93$临时工程摊销费$ 211 A+B+C+D+E+F+G+H I $211$I$ 11 0 0 10 其他费用摊销 % 0 409.25 0 $DN90mmPE管三通$40.93$其他费用摊销$ 211 A+B+C+D+E+F+G+H+I J $211$J$ 11 0 0 11 风险费 % 0 409.25 0 $DN90mmPE管三通$40.93$风险费$ 211 A+B+C+D+E+F+G+H+I+J K $211$K$ 11 0 0 13 工程单价 元 0 0 409.30000000000001136868377216160297393798828125 $DN90mmPE管三通$40.93$工程单价$ 211 A+B+C+D+E+F+G+H+I+J+K+L Z $211$Z$ 11 0 0 附件表三 建筑工程单价表 213 213 单价编号 47 定额编号 9106T 项目名称 DN90mmPE管闸阀 单 价 158.65元/个 计算单位 10个 10 213 施工方法 工作内容 单 价: 158.650000000000005684341886080801486968994140625 元/个 $DN90mmPE管闸阀$158.65$ 10 $单价行$ 213 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 133.169999999999987494447850622236728668212890625 $DN90mmPE管闸阀$158.65$直接费$ 213 A1+A2 A $213$A$ 11 0 0 1.1 直接工程费 元 0 0 127.31000000000000227373675443232059478759765625 $DN90mmPE管闸阀$158.65$直接工程费$ 213 A11+A12+A13 A1 $213$A1$ 11 0 0 1.1.1 人工费 元 0 0 59.25 $DN90mmPE管闸阀$158.65$人工费$ 213 [人工费] A11 $213$A11$ 11 0 0 (1) 技工 工日 0.450000000000000011102230246251565404236316680908203125 65 29.25 65 0 $900010$65$ A $213$A$ 213 119783 0 0 (2) 普工 工日 0.59999999999999997779553950749686919152736663818359375 50 30 50 0 $900020$50$ A $213$A$ 213 119784 0 0 1.1.2 材料费 元 0 0 5.9199999999999999289457264239899814128875732421875 $DN90mmPE管闸阀$158.65$材料费$ 213 [材料费] A12 $213$A12$ 11 0 0 (1) 零星材料费 % 5 118.43000000000000682121026329696178436279296875 5.9199999999999999289457264239899814128875732421875 118.43000000000000682121026329696178436279296875 0 $ST0998$118.43$ B $213$B$ 213 119787 0 0 1.1.3 机械使用费 元 0 0 62.1400000000000005684341886080801486968994140625 $DN90mmPE管闸阀$158.65$机械使用费$ 213 [机械费] A13 $213$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.689999999999999946709294817992486059665679931640625 85.7639999999999957935870043002068996429443359375 59.17999999999999971578290569595992565155029296875 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $213$C$ 213 119785 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 59.17999999999999971578290569595992565155029296875 2.95999999999999996447286321199499070644378662109375 59.17999999999999971578290569595992565155029296875 0 $ST9999$59.18$ C $213$C$ 213 119788 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 127.31000000000000227373675443232059478759765625 5.86000000000000031974423109204508364200592041015625 $DN90mmPE管闸阀$158.65$措施费$ 213 A1 A2 $213$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 133.169999999999987494447850622236728668212890625 12.1199999999999992184029906638897955417633056640625 $DN90mmPE管闸阀$158.65$间接费$ 213 A B $213$B$ 11 0 0 3 利润 % 7 145.289999999999992041921359486877918243408203125 10.1699999999999999289457264239899814128875732421875 $DN90mmPE管闸阀$158.65$利润$ 213 A+B C $213$C$ 11 0 0 4 主材价差 元 0 0 0 $DN90mmPE管闸阀$158.65$主材价差$ 213 [材料价差] D $213$D$ 11 0 0 5 主材费 元 0 0 1300 $DN90mmPE管闸阀$158.65$主材费$ 213 [主材费] E $213$E$ 11 0 0 (1) DN90mmPE管闸阀 个 10 130 1300 130 0 $372881B$130$ F $213$F$ 213 119786 0 0 6 价格调节基金 % 0 1455.4600000000000363797880709171295166015625 0 $DN90mmPE管闸阀$158.65$价格调节基金$ 213 A+B+C+D+E F $213$F$ 11 0 0 7 税金 % 9 1455.4600000000000363797880709171295166015625 130.990000000000009094947017729282379150390625 $DN90mmPE管闸阀$158.65$税金$ 213 A+B+C+D+E+F G $213$G$ 11 0 0 9 临时工程摊销费 % 0 1586.450000000000045474735088646411895751953125 0 $DN90mmPE管闸阀$158.65$临时工程摊销费$ 213 A+B+C+D+E+F+G+H I $213$I$ 11 0 0 10 其他费用摊销 % 0 1586.450000000000045474735088646411895751953125 0 $DN90mmPE管闸阀$158.65$其他费用摊销$ 213 A+B+C+D+E+F+G+H+I J $213$J$ 11 0 0 11 风险费 % 0 1586.450000000000045474735088646411895751953125 0 $DN90mmPE管闸阀$158.65$风险费$ 213 A+B+C+D+E+F+G+H+I+J K $213$K$ 11 0 0 13 工程单价 元 0 0 1586.5 $DN90mmPE管闸阀$158.65$工程单价$ 213 A+B+C+D+E+F+G+H+I+J+K+L Z $213$Z$ 11 0 0 附件表三 建筑工程单价表 215 215 单价编号 48 定额编号 9106T 项目名称 DN90mmPE管排气阀 单 价 300.35元/个 计算单位 10个 10 215 施工方法 工作内容 单 价: 300.3500000000000227373675443232059478759765625 元/个 $DN90mmPE管排气阀$300.35$ 10 $单价行$ 215 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 133.169999999999987494447850622236728668212890625 $DN90mmPE管排气阀$300.35$直接费$ 215 A1+A2 A $215$A$ 11 0 0 1.1 直接工程费 元 0 0 127.31000000000000227373675443232059478759765625 $DN90mmPE管排气阀$300.35$直接工程费$ 215 A11+A12+A13 A1 $215$A1$ 11 0 0 1.1.1 人工费 元 0 0 59.25 $DN90mmPE管排气阀$300.35$人工费$ 215 [人工费] A11 $215$A11$ 11 0 0 (1) 技工 工日 0.450000000000000011102230246251565404236316680908203125 65 29.25 65 0 $900010$65$ A $215$A$ 215 119789 0 0 (2) 普工 工日 0.59999999999999997779553950749686919152736663818359375 50 30 50 0 $900020$50$ A $215$A$ 215 119790 0 0 1.1.2 材料费 元 0 0 5.9199999999999999289457264239899814128875732421875 $DN90mmPE管排气阀$300.35$材料费$ 215 [材料费] A12 $215$A12$ 11 0 0 (1) 零星材料费 % 5 118.43000000000000682121026329696178436279296875 5.9199999999999999289457264239899814128875732421875 118.43000000000000682121026329696178436279296875 0 $ST0998$118.43$ B $215$B$ 215 119793 0 0 1.1.3 机械使用费 元 0 0 62.1400000000000005684341886080801486968994140625 $DN90mmPE管排气阀$300.35$机械使用费$ 215 [机械费] A13 $215$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.689999999999999946709294817992486059665679931640625 85.7639999999999957935870043002068996429443359375 59.17999999999999971578290569595992565155029296875 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $215$C$ 215 119791 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 59.17999999999999971578290569595992565155029296875 2.95999999999999996447286321199499070644378662109375 59.17999999999999971578290569595992565155029296875 0 $ST9999$59.18$ C $215$C$ 215 119794 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 127.31000000000000227373675443232059478759765625 5.86000000000000031974423109204508364200592041015625 $DN90mmPE管排气阀$300.35$措施费$ 215 A1 A2 $215$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 133.169999999999987494447850622236728668212890625 12.1199999999999992184029906638897955417633056640625 $DN90mmPE管排气阀$300.35$间接费$ 215 A B $215$B$ 11 0 0 3 利润 % 7 145.289999999999992041921359486877918243408203125 10.1699999999999999289457264239899814128875732421875 $DN90mmPE管排气阀$300.35$利润$ 215 A+B C $215$C$ 11 0 0 4 主材价差 元 0 0 0 $DN90mmPE管排气阀$300.35$主材价差$ 215 [材料价差] D $215$D$ 11 0 0 5 主材费 元 0 0 2600 $DN90mmPE管排气阀$300.35$主材费$ 215 [主材费] E $215$E$ 11 0 0 (1) DN90mmPE管排气阀 个 10 260 2600 260 0 $452090B$260$ F $215$F$ 215 119792 0 0 6 价格调节基金 % 0 2755.4600000000000363797880709171295166015625 0 $DN90mmPE管排气阀$300.35$价格调节基金$ 215 A+B+C+D+E F $215$F$ 11 0 0 7 税金 % 9 2755.4600000000000363797880709171295166015625 247.990000000000009094947017729282379150390625 $DN90mmPE管排气阀$300.35$税金$ 215 A+B+C+D+E+F G $215$G$ 11 0 0 9 临时工程摊销费 % 0 3003.4499999999998181010596454143524169921875 0 $DN90mmPE管排气阀$300.35$临时工程摊销费$ 215 A+B+C+D+E+F+G+H I $215$I$ 11 0 0 10 其他费用摊销 % 0 3003.4499999999998181010596454143524169921875 0 $DN90mmPE管排气阀$300.35$其他费用摊销$ 215 A+B+C+D+E+F+G+H+I J $215$J$ 11 0 0 11 风险费 % 0 3003.4499999999998181010596454143524169921875 0 $DN90mmPE管排气阀$300.35$风险费$ 215 A+B+C+D+E+F+G+H+I+J K $215$K$ 11 0 0 13 工程单价 元 0 0 3003.5 $DN90mmPE管排气阀$300.35$工程单价$ 215 A+B+C+D+E+F+G+H+I+J+K+L Z $215$Z$ 11 0 0 附件表三 建筑工程单价表 217 217 单价编号 49 定额编号 1144×0.9+1016×0.1 项目名称 土方开挖(人机结合) 单 价 2.91元/m3 计算单位 100m3 100 217 施工方法 工作内容 单 价: 2.910000000000000142108547152020037174224853515625 元/m3 $土方开挖(人机结合)$2.91$ 100 $单价行$ 217 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 223.1299999999999954525264911353588104248046875 $土方开挖(人机结合)$2.91$直接费$ 217 A1+A2 A $217$A$ 1 0 0 1.1 直接工程费 元 0 0 213.31999999999999317878973670303821563720703125 $土方开挖(人机结合)$2.91$直接工程费$ 217 A11+A12+A13 A1 $217$A1$ 1 0 0 1.1.1 人工费 元 0 0 71.5400000000000062527760746888816356658935546875 $土方开挖(人机结合)$2.91$人工费$ 217 [人工费] A11 $217$A11$ 1 0 0 (1) 技工 工日 0.0189999999999999995281552145343084703199565410614013671875 65 1.2399999999999999911182158029987476766109466552734375 65 0 $900010$65$ A $217$A$ 217 119798 0 0 (2) 普工 工日 1.4059999999999999165112285481882281601428985595703125 50 70.2999999999999971578290569595992565155029296875 50 0 $900020$50$ A $217$A$ 217 119795 0 0 1.1.2 材料费 元 0 0 9.21000000000000085265128291212022304534912109375 $土方开挖(人机结合)$2.91$材料费$ 217 [材料费] A12 $217$A12$ 1 0 0 (1) 零星材料费 元 9.20655000000000001136868377216160297393798828125 1 9.21000000000000085265128291212022304534912109375 1 0 $ST0998$1$ B $217$B$ 217 119797 0 0 1.1.3 机械使用费 元 0 0 132.56999999999999317878973670303821563720703125 $土方开挖(人机结合)$2.91$机械使用费$ 217 [机械费] A13 $217$A13$ 1 0 0 (1) 挖掘机 1m3 台班 0.1439999999999999891198143586734659038484096527099609375 920.624000000000023646862246096134185791015625 132.56999999999999317878973670303821563720703125 946.847999999999956344254314899444580078125 920.624000000000023646862246096134185791015625 $1003$946.848$ C $217$C$ 217 119796 0 946.847999999999956344254314899444580078125 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 213.31999999999999317878973670303821563720703125 9.8100000000000004973799150320701301097869873046875 $土方开挖(人机结合)$2.91$措施费$ 217 A1 A2 $217$A2$ 1 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 223.1299999999999954525264911353588104248046875 22.53999999999999914734871708787977695465087890625 $土方开挖(人机结合)$2.91$间接费$ 217 A B $217$B$ 1 0 0 3 利润 % 7 245.669999999999987494447850622236728668212890625 17.199999999999999289457264239899814128875732421875 $土方开挖(人机结合)$2.91$利润$ 217 A+B C $217$C$ 1 0 0 4 主材价差 元 0 0 3.779999999999999804600747665972448885440826416015625 $土方开挖(人机结合)$2.91$主材价差$ 217 [材料价差] D $217$D$ 1 0 0 (1) 柴油 kg 11.8008000000000006224354365258477628231048583984375 0.320000000000000006661338147750939242541790008544921875 3.779999999999999804600747665972448885440826416015625 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $217$J$ 217 119799 0 0 5 主材费 元 0 0 0 $土方开挖(人机结合)$2.91$主材费$ 217 [主材费] E $217$E$ 1 0 0 6 价格调节基金 % 0 266.6499999999999772626324556767940521240234375 0 $土方开挖(人机结合)$2.91$价格调节基金$ 217 A+B+C+D+E F $217$F$ 1 0 0 7 税金 % 9 266.6499999999999772626324556767940521240234375 24 $土方开挖(人机结合)$2.91$税金$ 217 A+B+C+D+E+F G $217$G$ 1 0 0 9 临时工程摊销费 % 0 290.6499999999999772626324556767940521240234375 0 $土方开挖(人机结合)$2.91$临时工程摊销费$ 217 A+B+C+D+E+F+G+H I $217$I$ 1 0 0 10 其他费用摊销 % 0 290.6499999999999772626324556767940521240234375 0 $土方开挖(人机结合)$2.91$其他费用摊销$ 217 A+B+C+D+E+F+G+H+I J $217$J$ 1 0 0 11 风险费 % 0 290.6499999999999772626324556767940521240234375 0 $土方开挖(人机结合)$2.91$风险费$ 217 A+B+C+D+E+F+G+H+I+J K $217$K$ 1 0 0 13 工程单价 元 0 0 291 $土方开挖(人机结合)$2.91$工程单价$ 217 A+B+C+D+E+F+G+H+I+J+K+L Z $217$Z$ 1 0 0 附件表三 建筑工程单价表 220 220 单价编号 50 定额编号 3151 项目名称 土方夯填(机械) 单 价 8.64元/m3实方 计算单位 100m3实方 100 220 施工方法 工作内容 单 价: 8.6400000000000005684341886080801486968994140625 元/m3实方 $土方夯填(机械)$8.64$ 100 $单价行$ 220 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 669.8300000000000409272615797817707061767578125 $土方夯填(机械)$8.64$直接费$ 220 A1+A2 A $220$A$ 3 0 0 1.1 直接工程费 元 0 0 640.3700000000000045474735088646411895751953125 $土方夯填(机械)$8.64$直接工程费$ 220 A11+A12+A13 A1 $220$A1$ 3 0 0 1.1.1 人工费 元 0 0 150.900000000000005684341886080801486968994140625 $土方夯填(机械)$8.64$人工费$ 220 [人工费] A11 $220$A11$ 3 0 0 (1) 技工 工日 0.059999999999999997779553950749686919152736663818359375 65 3.899999999999999911182158029987476766109466552734375 65 0 $900010$65$ A $220$A$ 220 119800 0 0 (2) 普工 工日 2.939999999999999946709294817992486059665679931640625 50 147 50 0 $900020$50$ A $220$A$ 220 119801 0 0 1.1.2 材料费 元 0 0 0 $土方夯填(机械)$8.64$材料费$ 220 [材料费] A12 $220$A12$ 3 0 0 (1) 其他材料费 % 1 0 0 0 0 $ST0999$0$ B $220$B$ 220 119804 0 0 1.1.3 机械使用费 元 0 0 489.470000000000027284841053187847137451171875 $土方夯填(机械)$8.64$机械使用费$ 220 [机械费] A13 $220$A13$ 3 0 0 (1) 推土机 74kw 台班 0.200000000000000011102230246251565404236316680908203125 648.51800000000002910383045673370361328125 129.69999999999998863131622783839702606201171875 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 $1018$667.174$ C $220$C$ 220 119802 0 667.1739999999999781721271574497222900390625 (2) 蛙式打夯机 2.8kw 台班 2.5 143.9089999999999918145476840436458587646484375 359.76999999999998181010596454143524169921875 143.9089999999999918145476840436458587646484375 143.9089999999999918145476840436458587646484375 $1056$143.909$ C $220$C$ 220 119803 0 143.907999999999987039700499735772609710693359375 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 640.3700000000000045474735088646411895751953125 29.46000000000000085265128291212022304534912109375 $土方夯填(机械)$8.64$措施费$ 220 A1 A2 $220$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 669.8300000000000409272615797817707061767578125 67.650000000000005684341886080801486968994140625 $土方夯填(机械)$8.64$间接费$ 220 A B $220$B$ 3 0 0 3 利润 % 7 737.48000000000001818989403545856475830078125 51.61999999999999744204615126363933086395263671875 $土方夯填(机械)$8.64$利润$ 220 A+B C $220$C$ 3 0 0 4 主材价差 元 0 0 3.729999999999999982236431605997495353221893310546875 $土方夯填(机械)$8.64$主材价差$ 220 [材料价差] D $220$D$ 3 0 0 (1) 柴油 kg 11.660000000000000142108547152020037174224853515625 0.320000000000000006661338147750939242541790008544921875 3.729999999999999982236431605997495353221893310546875 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $220$J$ 220 119805 0 0 5 主材费 元 0 0 0 $土方夯填(机械)$8.64$主材费$ 220 [主材费] E $220$E$ 3 0 0 6 价格调节基金 % 0 792.8300000000000409272615797817707061767578125 0 $土方夯填(机械)$8.64$价格调节基金$ 220 A+B+C+D+E F $220$F$ 3 0 0 7 税金 % 9 792.8300000000000409272615797817707061767578125 71.349999999999994315658113919198513031005859375 $土方夯填(机械)$8.64$税金$ 220 A+B+C+D+E+F G $220$G$ 3 0 0 9 临时工程摊销费 % 0 864.1799999999999499777914024889469146728515625 0 $土方夯填(机械)$8.64$临时工程摊销费$ 220 A+B+C+D+E+F+G+H I $220$I$ 3 0 0 10 其他费用摊销 % 0 864.1799999999999499777914024889469146728515625 0 $土方夯填(机械)$8.64$其他费用摊销$ 220 A+B+C+D+E+F+G+H+I J $220$J$ 3 0 0 11 风险费 % 0 864.1799999999999499777914024889469146728515625 0 $土方夯填(机械)$8.64$风险费$ 220 A+B+C+D+E+F+G+H+I+J K $220$K$ 3 0 0 13 工程单价 元 0 0 864 $土方夯填(机械)$8.64$工程单价$ 220 A+B+C+D+E+F+G+H+I+J+K+L Z $220$Z$ 3 0 0 附件表三 建筑工程单价表 222 222 单价编号 51 定额编号 4133+4200×1.03+40170×1.03 项目名称 C25埋石砼(埋石率20%) 单 价 636.72元/m3 计算单位 100m3 100 222 施工方法 工作内容 单 价: 636.720000000000027284841053187847137451171875 元/m3 $C25埋石砼(埋石率20%)$636.72$ 100 $单价行$ 222 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 38302.75 $C25埋石砼(埋石率20%)$636.72$直接费$ 222 A1+A2 A $222$A$ 5 0 0 1.1 直接工程费 元 0 0 36618.3099999999976716935634613037109375 $C25埋石砼(埋石率20%)$636.72$直接工程费$ 222 A11+A12+A13 A1 $222$A1$ 5 0 0 1.1.1 人工费 元 0 0 12471.75 $C25埋石砼(埋石率20%)$636.72$人工费$ 222 [人工费] A11 $222$A11$ 5 0 0 (1) 技工 工日 82.5203000000000059799276641570031642913818359375 65 5363.8199999999997089616954326629638671875 65 0 $900010$65$ A $222$A$ 222 119806 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $222$A$ 222 119817 0 0 (3) 普工 工日 52.0467000000000012960299500264227390289306640625 50 2602.34000000000014551915228366851806640625 50 0 $900020$50$ A $222$A$ 222 119807 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $222$A$ 222 119818 0 0 1.1.2 材料费 元 0 0 22954.0999999999985448084771633148193359375 $C25埋石砼(埋石率20%)$636.72$材料费$ 222 [材料费] A12 $222$A12$ 5 0 0 (1) 纯混凝土 C25 42.5水泥 2级配 中砂 碎石 ≤4cm m3 103 215.330000000000012505552149377763271331787109375 22178.99000000000160071067512035369873046875 340.3890000000000100044417195022106170654296875 215.330000000000012505552149377763271331787109375 $022-5$340.389$ B $222$B$ 222 119808 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $222$B$ 222 119816 0 0 (3) 水 m3 120 2.29000000000000003552713678800500929355621337890625 274.80000000000001136868377216160297393798828125 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $222$B$ 222 119809 0 0 (4) 其他材料费 元 449.07580000000001518856151960790157318115234375 1 449.07999999999998408384271897375583648681640625 1 0 $ST0999$1$ B $222$B$ 222 119812 0 0 1.1.3 机械使用费 元 0 0 1192.4600000000000363797880709171295166015625 $C25埋石砼(埋石率20%)$636.72$机械使用费$ 222 [机械费] A13 $222$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $222$C$ 222 119814 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $222$C$ 222 119819 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $222$C$ 222 119815 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 7.71999999999999975131004248396493494510650634765625 10.2919999999999998152588887023739516735076904296875 79.4500000000000028421709430404007434844970703125 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $222$C$ 222 119810 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 2.560000000000000053290705182007513940334320068359375 203.3410000000000081854523159563541412353515625 520.549999999999954525264911353588104248046875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $222$C$ 222 119811 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 60 1 60 1 0 $ST9999$1$ C $222$C$ 222 119813 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 36618.3099999999976716935634613037109375 1684.44000000000005456968210637569427490234375 $C25埋石砼(埋石率20%)$636.72$措施费$ 222 A1 A2 $222$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 38302.75 4251.6099999999996725819073617458343505859375 $C25埋石砼(埋石率20%)$636.72$间接费$ 222 A B $222$B$ 5 0 0 3 利润 % 7 42554.360000000000582076609134674072265625 2978.80999999999994543031789362430572509765625 $C25埋石砼(埋石率20%)$636.72$利润$ 222 A+B C $222$C$ 5 0 0 4 主材价差 元 0 0 12881.079999999999927240423858165740966796875 $C25埋石砼(埋石率20%)$636.72$主材价差$ 222 [材料价差] D $222$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $222$J$ 222 119822 0 0 (2) 水泥42.5 kg 35035.7589999999981955625116825103759765625 0.1459999999999999908961711980737163685262203216552734375 5115.2200000000002546585164964199066162109375 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $222$J$ 222 119820 0 0 (3) 中砂 m3 54.4046000000000020691004465334117412567138671875 91.7999999999999971578290569595992565155029296875 4994.34000000000014551915228366851806640625 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $222$J$ 222 119821 0 0 5 主材费 元 0 0 0 $C25埋石砼(埋石率20%)$636.72$主材费$ 222 [主材费] E $222$E$ 5 0 0 6 价格调节基金 % 0 58414.25 0 $C25埋石砼(埋石率20%)$636.72$价格调节基金$ 222 A+B+C+D+E F $222$F$ 5 0 0 7 税金 % 9 58414.25 5257.2799999999997453414835035800933837890625 $C25埋石砼(埋石率20%)$636.72$税金$ 222 A+B+C+D+E+F G $222$G$ 5 0 0 9 临时工程摊销费 % 0 63671.52999999999883584678173065185546875 0 $C25埋石砼(埋石率20%)$636.72$临时工程摊销费$ 222 A+B+C+D+E+F+G+H I $222$I$ 5 0 0 10 其他费用摊销 % 0 63671.52999999999883584678173065185546875 0 $C25埋石砼(埋石率20%)$636.72$其他费用摊销$ 222 A+B+C+D+E+F+G+H+I J $222$J$ 5 0 0 11 风险费 % 0 63671.52999999999883584678173065185546875 0 $C25埋石砼(埋石率20%)$636.72$风险费$ 222 A+B+C+D+E+F+G+H+I+J K $222$K$ 5 0 0 13 工程单价 元 0 0 63672 $C25埋石砼(埋石率20%)$636.72$工程单价$ 222 A+B+C+D+E+F+G+H+I+J+K+L Z $222$Z$ 5 0 0 附件表三 建筑工程单价表 228 228 单价编号 52 定额编号 9218 项目名称 土工布 单 价 10.42元/m2 计算单位 100m2 100 228 施工方法 工作内容 单 价: 10.4199999999999999289457264239899814128875732421875 元/m2 $土工布$10.42$ 100 $单价行$ 228 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 819.1299999999999954525264911353588104248046875 $土工布$10.42$直接费$ 228 A1+A2 A $228$A$ 11 0 0 1.1 直接工程费 元 0 0 783.1100000000000136424205265939235687255859375 $土工布$10.42$直接工程费$ 228 A11+A12+A13 A1 $228$A1$ 11 0 0 1.1.1 人工费 元 0 0 80.25 $土工布$10.42$人工费$ 228 [人工费] A11 $228$A11$ 11 0 0 (1) 技工 工日 0.34999999999999997779553950749686919152736663818359375 65 22.75 65 0 $900010$65$ A $228$A$ 228 119830 0 0 (2) 普工 工日 1.149999999999999911182158029987476766109466552734375 50 57.5 50 0 $900020$50$ A $228$A$ 228 119831 0 0 1.1.2 材料费 元 0 0 702.8600000000000136424205265939235687255859375 $土工布$10.42$材料费$ 228 [材料费] A12 $228$A12$ 11 0 0 (1) 土工布 m2 107 6.44000000000000039079850466805510222911834716796875 689.0800000000000409272615797817707061767578125 6.44000000000000039079850466805510222911834716796875 0 $904320$6.44$ B $228$B$ 228 119832 0 0 (2) 其他材料费 % 2 689.0800000000000409272615797817707061767578125 13.7799999999999993605115378159098327159881591796875 689.0800000000000409272615797817707061767578125 0 $ST0999$689.08$ B $228$B$ 228 119833 0 0 1.1.3 机械使用费 元 0 0 0 $土工布$10.42$机械使用费$ 228 [机械费] A13 $228$A13$ 11 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 783.1100000000000136424205265939235687255859375 36.02000000000000312638803734444081783294677734375 $土工布$10.42$措施费$ 228 A1 A2 $228$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 819.1299999999999954525264911353588104248046875 74.5400000000000062527760746888816356658935546875 $土工布$10.42$间接费$ 228 A B $228$B$ 11 0 0 3 利润 % 7 893.6699999999999590727384202182292938232421875 62.56000000000000227373675443232059478759765625 $土工布$10.42$利润$ 228 A+B C $228$C$ 11 0 0 4 主材价差 元 0 0 0 $土工布$10.42$主材价差$ 228 [材料价差] D $228$D$ 11 0 0 5 主材费 元 0 0 0 $土工布$10.42$主材费$ 228 [主材费] E $228$E$ 11 0 0 6 价格调节基金 % 0 956.23000000000001818989403545856475830078125 0 $土工布$10.42$价格调节基金$ 228 A+B+C+D+E F $228$F$ 11 0 0 7 税金 % 9 956.23000000000001818989403545856475830078125 86.06000000000000227373675443232059478759765625 $土工布$10.42$税金$ 228 A+B+C+D+E+F G $228$G$ 11 0 0 9 临时工程摊销费 % 0 1042.2899999999999636202119290828704833984375 0 $土工布$10.42$临时工程摊销费$ 228 A+B+C+D+E+F+G+H I $228$I$ 11 0 0 10 其他费用摊销 % 0 1042.2899999999999636202119290828704833984375 0 $土工布$10.42$其他费用摊销$ 228 A+B+C+D+E+F+G+H+I J $228$J$ 11 0 0 11 风险费 % 0 1042.2899999999999636202119290828704833984375 0 $土工布$10.42$风险费$ 228 A+B+C+D+E+F+G+H+I+J K $228$K$ 11 0 0 13 工程单价 元 0 0 1042 $土工布$10.42$工程单价$ 228 A+B+C+D+E+F+G+H+I+J+K+L Z $228$Z$ 11 0 0 附件表三 建筑工程单价表 243 243 单价编号 53 定额编号 4053+4200×1.03+40170×1.03 项目名称 C15现浇砼进水前池 单 价 569.19元/m3 计算单位 100m3 100 243 施工方法 工作内容 单 价: 569.19000000000005456968210637569427490234375 元/m3 $C15现浇砼进水前池$569.19$ 100 $单价行$ 243 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 34038.2699999999967985786497592926025390625 $C15现浇砼进水前池$569.19$直接费$ 243 A1+A2 A $243$A$ 5 0 0 1.1 直接工程费 元 0 0 32541.36999999999898136593401432037353515625 $C15现浇砼进水前池$569.19$直接工程费$ 243 A11+A12+A13 A1 $243$A1$ 5 0 0 1.1.1 人工费 元 0 0 11183.350000000000363797880709171295166015625 $C15现浇砼进水前池$569.19$人工费$ 243 [人工费] A11 $243$A11$ 5 0 0 (1) 技工 工日 54.46029999999999660076355212368071079254150390625 65 3539.920000000000072759576141834259033203125 65 0 $900010$65$ A $243$A$ 243 119865 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $243$A$ 243 119876 0 0 (3) 普工 工日 62.75670000000000214868123293854296207427978515625 50 3137.84000000000014551915228366851806640625 50 0 $900020$50$ A $243$A$ 243 119866 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $243$A$ 243 119877 0 0 1.1.2 材料费 元 0 0 19638.0999999999985448084771633148193359375 $C15现浇砼进水前池$569.19$材料费$ 243 [材料费] A12 $243$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $243$B$ 243 119867 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $243$B$ 243 119875 0 0 (3) 水 m3 180 2.29000000000000003552713678800500929355621337890625 412.19999999999998863131622783839702606201171875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $243$B$ 243 119868 0 0 (4) 其他材料费 元 193.9293999999999869032762944698333740234375 1 193.93000000000000682121026329696178436279296875 1 0 $ST0999$1$ B $243$B$ 243 119871 0 0 1.1.3 机械使用费 元 0 0 1719.920000000000072759576141834259033203125 $C15现浇砼进水前池$569.19$机械使用费$ 243 [机械费] A13 $243$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $243$C$ 243 119873 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $243$C$ 243 119878 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $243$C$ 243 119874 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 7.3300000000000000710542735760100185871124267578125 10.2919999999999998152588887023739516735076904296875 75.43999999999999772626324556767940521240234375 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $243$C$ 243 119869 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 4.88999999999999968025576890795491635799407958984375 203.3410000000000081854523159563541412353515625 994.3400000000000318323145620524883270263671875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $243$C$ 243 119870 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 117.6757999999999952933649183250963687896728515625 1 117.68000000000000682121026329696178436279296875 1 0 $ST9999$1$ C $243$C$ 243 119872 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 32541.36999999999898136593401432037353515625 1496.90000000000009094947017729282379150390625 $C15现浇砼进水前池$569.19$措施费$ 243 A1 A2 $243$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 34038.2699999999967985786497592926025390625 3778.25 $C15现浇砼进水前池$569.19$间接费$ 243 A B $243$B$ 5 0 0 3 利润 % 7 37816.5199999999967985786497592926025390625 2647.15999999999985448084771633148193359375 $C15现浇砼进水前池$569.19$利润$ 243 A+B C $243$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $C15现浇砼进水前池$569.19$主材价差$ 243 [材料价差] D $243$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $243$J$ 243 119879 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $243$J$ 243 119881 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $243$J$ 243 119880 0 0 5 主材费 元 0 0 0 $C15现浇砼进水前池$569.19$主材费$ 243 [主材费] E $243$E$ 5 0 0 6 价格调节基金 % 0 52219.5699999999997089616954326629638671875 0 $C15现浇砼进水前池$569.19$价格调节基金$ 243 A+B+C+D+E F $243$F$ 5 0 0 7 税金 % 9 52219.5699999999997089616954326629638671875 4699.760000000000218278728425502777099609375 $C15现浇砼进水前池$569.19$税金$ 243 A+B+C+D+E+F G $243$G$ 5 0 0 9 临时工程摊销费 % 0 56919.330000000001746229827404022216796875 0 $C15现浇砼进水前池$569.19$临时工程摊销费$ 243 A+B+C+D+E+F+G+H I $243$I$ 5 0 0 10 其他费用摊销 % 0 56919.330000000001746229827404022216796875 0 $C15现浇砼进水前池$569.19$其他费用摊销$ 243 A+B+C+D+E+F+G+H+I J $243$J$ 5 0 0 11 风险费 % 0 56919.330000000001746229827404022216796875 0 $C15现浇砼进水前池$569.19$风险费$ 243 A+B+C+D+E+F+G+H+I+J K $243$K$ 5 0 0 13 工程单价 元 0 0 56919 $C15现浇砼进水前池$569.19$工程单价$ 243 A+B+C+D+E+F+G+H+I+J+K+L Z $243$Z$ 5 0 0 附件表三 建筑工程单价表 252 252 单价编号 54 定额编号 4053+4200×1.03+40170×1.03 项目名称 C15混凝土沉沙池 单 价 569.19元/m3 计算单位 100m3 100 252 施工方法 工作内容 单 价: 569.19000000000005456968210637569427490234375 元/m3 $C15混凝土沉沙池$569.19$ 100 $单价行$ 252 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 34038.2699999999967985786497592926025390625 $C15混凝土沉沙池$569.19$直接费$ 252 A1+A2 A $252$A$ 5 0 0 1.1 直接工程费 元 0 0 32541.36999999999898136593401432037353515625 $C15混凝土沉沙池$569.19$直接工程费$ 252 A11+A12+A13 A1 $252$A1$ 5 0 0 1.1.1 人工费 元 0 0 11183.350000000000363797880709171295166015625 $C15混凝土沉沙池$569.19$人工费$ 252 [人工费] A11 $252$A11$ 5 0 0 (1) 技工 工日 54.46029999999999660076355212368071079254150390625 65 3539.920000000000072759576141834259033203125 65 0 $900010$65$ A $252$A$ 252 119900 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $252$A$ 252 119911 0 0 (3) 普工 工日 62.75670000000000214868123293854296207427978515625 50 3137.84000000000014551915228366851806640625 50 0 $900020$50$ A $252$A$ 252 119901 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $252$A$ 252 119912 0 0 1.1.2 材料费 元 0 0 19638.0999999999985448084771633148193359375 $C15混凝土沉沙池$569.19$材料费$ 252 [材料费] A12 $252$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $252$B$ 252 119902 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $252$B$ 252 119910 0 0 (3) 水 m3 180 2.29000000000000003552713678800500929355621337890625 412.19999999999998863131622783839702606201171875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $252$B$ 252 119903 0 0 (4) 其他材料费 元 193.9293999999999869032762944698333740234375 1 193.93000000000000682121026329696178436279296875 1 0 $ST0999$1$ B $252$B$ 252 119906 0 0 1.1.3 机械使用费 元 0 0 1719.920000000000072759576141834259033203125 $C15混凝土沉沙池$569.19$机械使用费$ 252 [机械费] A13 $252$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $252$C$ 252 119908 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $252$C$ 252 119913 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $252$C$ 252 119909 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 7.3300000000000000710542735760100185871124267578125 10.2919999999999998152588887023739516735076904296875 75.43999999999999772626324556767940521240234375 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $252$C$ 252 119904 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 4.88999999999999968025576890795491635799407958984375 203.3410000000000081854523159563541412353515625 994.3400000000000318323145620524883270263671875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $252$C$ 252 119905 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 117.6757999999999952933649183250963687896728515625 1 117.68000000000000682121026329696178436279296875 1 0 $ST9999$1$ C $252$C$ 252 119907 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 32541.36999999999898136593401432037353515625 1496.90000000000009094947017729282379150390625 $C15混凝土沉沙池$569.19$措施费$ 252 A1 A2 $252$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 34038.2699999999967985786497592926025390625 3778.25 $C15混凝土沉沙池$569.19$间接费$ 252 A B $252$B$ 5 0 0 3 利润 % 7 37816.5199999999967985786497592926025390625 2647.15999999999985448084771633148193359375 $C15混凝土沉沙池$569.19$利润$ 252 A+B C $252$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $C15混凝土沉沙池$569.19$主材价差$ 252 [材料价差] D $252$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $252$J$ 252 119914 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $252$J$ 252 119916 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $252$J$ 252 119915 0 0 5 主材费 元 0 0 0 $C15混凝土沉沙池$569.19$主材费$ 252 [主材费] E $252$E$ 5 0 0 6 价格调节基金 % 0 52219.5699999999997089616954326629638671875 0 $C15混凝土沉沙池$569.19$价格调节基金$ 252 A+B+C+D+E F $252$F$ 5 0 0 7 税金 % 9 52219.5699999999997089616954326629638671875 4699.760000000000218278728425502777099609375 $C15混凝土沉沙池$569.19$税金$ 252 A+B+C+D+E+F G $252$G$ 5 0 0 9 临时工程摊销费 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土沉沙池$569.19$临时工程摊销费$ 252 A+B+C+D+E+F+G+H I $252$I$ 5 0 0 10 其他费用摊销 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土沉沙池$569.19$其他费用摊销$ 252 A+B+C+D+E+F+G+H+I J $252$J$ 5 0 0 11 风险费 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土沉沙池$569.19$风险费$ 252 A+B+C+D+E+F+G+H+I+J K $252$K$ 5 0 0 13 工程单价 元 0 0 56919 $C15混凝土沉沙池$569.19$工程单价$ 252 A+B+C+D+E+F+G+H+I+J+K+L Z $252$Z$ 5 0 0 附件表三 建筑工程单价表 264 264 单价编号 55 定额编号 BC003 项目名称 拦污栅 单 价 50元/扇 计算单位 扇 1 264 施工方法 工作内容 单 价: 50 元/扇 $拦污栅$50$ 1 $单价行$ 264 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 50 $拦污栅$50$直接费$ 264 A1+A2 A $264$A$ 15 0 0 1.1 直接工程费 元 0 0 50 $拦污栅$50$直接工程费$ 264 A11+A12+A13 A1 $264$A1$ 15 0 0 1.1.1 人工费 元 0 0 0 $拦污栅$50$人工费$ 264 [人工费] A11 $264$A11$ 15 0 0 1.1.2 材料费 元 0 0 50 $拦污栅$50$材料费$ 264 [材料费] A12 $264$A12$ 15 0 0 (1) 拦污栅 扇 1 50 50 50 0 $BC003$50$ B $264$B$ 264 930 0 0 1.1.3 机械使用费 元 0 0 0 $拦污栅$50$机械使用费$ 264 [机械费] A13 $264$A13$ 15 0 0 1.2 措施费 % 0 50 0 $拦污栅$50$措施费$ 264 A1 A2 $264$A2$ 15 0 0 2 间接费 % 0 50 0 $拦污栅$50$间接费$ 264 A B $264$B$ 15 0 0 3 利润 % 0 50 0 $拦污栅$50$利润$ 264 A+B C $264$C$ 15 0 0 4 主材价差 元 0 0 0 $拦污栅$50$主材价差$ 264 [材料价差] D $264$D$ 15 0 0 5 主材费 元 0 0 0 $拦污栅$50$主材费$ 264 [主材费] E $264$E$ 15 0 0 6 价格调节基金 % 0 50 0 $拦污栅$50$价格调节基金$ 264 A+B+C+D+E F $264$F$ 15 0 0 7 税金 % 0 50 0 $拦污栅$50$税金$ 264 A+B+C+D+E+F G $264$G$ 15 0 0 9 临时工程摊销费 % 0 50 0 $拦污栅$50$临时工程摊销费$ 264 A+B+C+D+E+F+G+H I $264$I$ 15 0 0 10 其他费用摊销 % 0 50 0 $拦污栅$50$其他费用摊销$ 264 A+B+C+D+E+F+G+H+I J $264$J$ 15 0 0 11 风险费 % 0 50 0 $拦污栅$50$风险费$ 264 A+B+C+D+E+F+G+H+I+J K $264$K$ 15 0 0 13 工程单价 元 0 0 50 $拦污栅$50$工程单价$ 264 A+B+C+D+E+F+G+H+I+J+K+L Z $264$Z$ 15 0 0 附件表三 建筑工程单价表 287 287 单价编号 56 定额编号 4052+4200×1.03+40170×1.03 项目名称 现浇C15混凝土渠槽(b≤500) 单 价 595.7元/m3 计算单位 100m3 100 287 施工方法 工作内容 单 价: 595.700000000000045474735088646411895751953125 元/m3 $现浇C15混凝土渠槽(b≤500)$595.7$ 100 $单价行$ 287 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 36083.9599999999991268850862979888916015625 $现浇C15混凝土渠槽(b≤500)$595.7$直接费$ 287 A1+A2 A $287$A$ 5 0 0 1.1 直接工程费 元 0 0 34497.08999999999650754034519195556640625 $现浇C15混凝土渠槽(b≤500)$595.7$直接工程费$ 287 A11+A12+A13 A1 $287$A1$ 5 0 0 1.1.1 人工费 元 0 0 12588.350000000000363797880709171295166015625 $现浇C15混凝土渠槽(b≤500)$595.7$人工费$ 287 [人工费] A11 $287$A11$ 5 0 0 (1) 技工 工日 66.260300000000000864019966684281826019287109375 65 4306.920000000000072759576141834259033203125 65 0 $900010$65$ A $287$A$ 287 119961 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $287$A$ 287 119972 0 0 (3) 普工 工日 75.5167000000000001591615728102624416351318359375 50 3775.84000000000014551915228366851806640625 50 0 $900020$50$ A $287$A$ 287 119962 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $287$A$ 287 119973 0 0 1.1.2 材料费 元 0 0 19638.0999999999985448084771633148193359375 $现浇C15混凝土渠槽(b≤500)$595.7$材料费$ 287 [材料费] A12 $287$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $287$B$ 287 119963 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $287$B$ 287 119971 0 0 (3) 水 m3 180 2.29000000000000003552713678800500929355621337890625 412.19999999999998863131622783839702606201171875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $287$B$ 287 119964 0 0 (4) 其他材料费 元 193.9293999999999869032762944698333740234375 1 193.93000000000000682121026329696178436279296875 1 0 $ST0999$1$ B $287$B$ 287 119967 0 0 1.1.3 机械使用费 元 0 0 2270.63999999999987267074175179004669189453125 $现浇C15混凝土渠槽(b≤500)$595.7$机械使用费$ 287 [机械费] A13 $287$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $287$C$ 287 119969 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $287$C$ 287 119974 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $287$C$ 287 119970 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 7.3300000000000000710542735760100185871124267578125 10.2919999999999998152588887023739516735076904296875 75.43999999999999772626324556767940521240234375 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $287$C$ 287 119965 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 7.3300000000000000710542735760100185871124267578125 203.3410000000000081854523159563541412353515625 1490.490000000000009094947017729282379150390625 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $287$C$ 287 119966 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 172.2522999999999910869519226253032684326171875 1 172.25 1 0 $ST9999$1$ C $287$C$ 287 119968 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 34497.08999999999650754034519195556640625 1586.8699999999998908606357872486114501953125 $现浇C15混凝土渠槽(b≤500)$595.7$措施费$ 287 A1 A2 $287$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 36083.9599999999991268850862979888916015625 4005.32000000000016370904631912708282470703125 $现浇C15混凝土渠槽(b≤500)$595.7$间接费$ 287 A B $287$B$ 5 0 0 3 利润 % 7 40089.27999999999883584678173065185546875 2806.25 $现浇C15混凝土渠槽(b≤500)$595.7$利润$ 287 A+B C $287$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $现浇C15混凝土渠槽(b≤500)$595.7$主材价差$ 287 [材料价差] D $287$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $287$J$ 287 119975 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $287$J$ 287 119977 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $287$J$ 287 119976 0 0 5 主材费 元 0 0 0 $现浇C15混凝土渠槽(b≤500)$595.7$主材费$ 287 [主材费] E $287$E$ 5 0 0 6 价格调节基金 % 0 54651.419999999998253770172595977783203125 0 $现浇C15混凝土渠槽(b≤500)$595.7$价格调节基金$ 287 A+B+C+D+E F $287$F$ 5 0 0 7 税金 % 9 54651.419999999998253770172595977783203125 4918.6300000000001091393642127513885498046875 $现浇C15混凝土渠槽(b≤500)$595.7$税金$ 287 A+B+C+D+E+F G $287$G$ 5 0 0 9 临时工程摊销费 % 0 59570.050000000002910383045673370361328125 0 $现浇C15混凝土渠槽(b≤500)$595.7$临时工程摊销费$ 287 A+B+C+D+E+F+G+H I $287$I$ 5 0 0 10 其他费用摊销 % 0 59570.050000000002910383045673370361328125 0 $现浇C15混凝土渠槽(b≤500)$595.7$其他费用摊销$ 287 A+B+C+D+E+F+G+H+I J $287$J$ 5 0 0 11 风险费 % 0 59570.050000000002910383045673370361328125 0 $现浇C15混凝土渠槽(b≤500)$595.7$风险费$ 287 A+B+C+D+E+F+G+H+I+J K $287$K$ 5 0 0 13 工程单价 元 0 0 59570 $现浇C15混凝土渠槽(b≤500)$595.7$工程单价$ 287 A+B+C+D+E+F+G+H+I+J+K+L Z $287$Z$ 5 0 0 附件表三 建筑工程单价表 294 294 单价编号 57 定额编号 1016 项目名称 土方开挖 单 价 6.91元/m3 计算单位 100m3 100 294 施工方法 工作内容 单 价: 6.910000000000000142108547152020037174224853515625 元/m3 $土方开挖$6.91$ 100 $单价行$ 294 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 537.990000000000009094947017729282379150390625 $土方开挖$6.91$直接费$ 294 A1+A2 A $294$A$ 1 0 0 1.1 直接工程费 元 0 0 514.3300000000000409272615797817707061767578125 $土方开挖$6.91$直接工程费$ 294 A11+A12+A13 A1 $294$A1$ 1 0 0 1.1.1 人工费 元 0 0 499.3500000000000227373675443232059478759765625 $土方开挖$6.91$人工费$ 294 [人工费] A11 $294$A11$ 1 0 0 (1) 技工 工日 0.190000000000000002220446049250313080847263336181640625 65 12.3499999999999996447286321199499070644378662109375 65 0 $900010$65$ A $294$A$ 294 119990 0 0 (2) 普工 工日 9.7400000000000002131628207280300557613372802734375 50 487 50 0 $900020$50$ A $294$A$ 294 119991 0 0 1.1.2 材料费 元 0 0 14.980000000000000426325641456060111522674560546875 $土方开挖$6.91$材料费$ 294 [材料费] A12 $294$A12$ 1 0 0 (1) 零星材料费 % 3 499.3500000000000227373675443232059478759765625 14.980000000000000426325641456060111522674560546875 499.3500000000000227373675443232059478759765625 0 $ST0998$499.35$ B $294$B$ 294 119992 0 0 1.1.3 机械使用费 元 0 0 0 $土方开挖$6.91$机械使用费$ 294 [机械费] A13 $294$A13$ 1 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 514.3300000000000409272615797817707061767578125 23.660000000000000142108547152020037174224853515625 $土方开挖$6.91$措施费$ 294 A1 A2 $294$A2$ 1 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 537.990000000000009094947017729282379150390625 54.340000000000003410605131648480892181396484375 $土方开挖$6.91$间接费$ 294 A B $294$B$ 1 0 0 3 利润 % 7 592.3300000000000409272615797817707061767578125 41.46000000000000085265128291212022304534912109375 $土方开挖$6.91$利润$ 294 A+B C $294$C$ 1 0 0 4 主材价差 元 0 0 0 $土方开挖$6.91$主材价差$ 294 [材料价差] D $294$D$ 1 0 0 5 主材费 元 0 0 0 $土方开挖$6.91$主材费$ 294 [主材费] E $294$E$ 1 0 0 6 价格调节基金 % 0 633.7899999999999636202119290828704833984375 0 $土方开挖$6.91$价格调节基金$ 294 A+B+C+D+E F $294$F$ 1 0 0 7 税金 % 9 633.7899999999999636202119290828704833984375 57.03999999999999914734871708787977695465087890625 $土方开挖$6.91$税金$ 294 A+B+C+D+E+F G $294$G$ 1 0 0 9 临时工程摊销费 % 0 690.8300000000000409272615797817707061767578125 0 $土方开挖$6.91$临时工程摊销费$ 294 A+B+C+D+E+F+G+H I $294$I$ 1 0 0 10 其他费用摊销 % 0 690.8300000000000409272615797817707061767578125 0 $土方开挖$6.91$其他费用摊销$ 294 A+B+C+D+E+F+G+H+I J $294$J$ 1 0 0 11 风险费 % 0 690.8300000000000409272615797817707061767578125 0 $土方开挖$6.91$风险费$ 294 A+B+C+D+E+F+G+H+I+J K $294$K$ 1 0 0 13 工程单价 元 0 0 691 $土方开挖$6.91$工程单价$ 294 A+B+C+D+E+F+G+H+I+J+K+L Z $294$Z$ 1 0 0 附件表三 建筑工程单价表 296 296 单价编号 58 定额编号 3151 项目名称 土方夯填 单 价 8.64元/m3实方 计算单位 100m3实方 100 296 施工方法 工作内容 单 价: 8.6400000000000005684341886080801486968994140625 元/m3实方 $土方夯填$8.64$ 100 $单价行$ 296 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 669.8300000000000409272615797817707061767578125 $土方夯填$8.64$直接费$ 296 A1+A2 A $296$A$ 3 0 0 1.1 直接工程费 元 0 0 640.3700000000000045474735088646411895751953125 $土方夯填$8.64$直接工程费$ 296 A11+A12+A13 A1 $296$A1$ 3 0 0 1.1.1 人工费 元 0 0 150.900000000000005684341886080801486968994140625 $土方夯填$8.64$人工费$ 296 [人工费] A11 $296$A11$ 3 0 0 (1) 技工 工日 0.059999999999999997779553950749686919152736663818359375 65 3.899999999999999911182158029987476766109466552734375 65 0 $900010$65$ A $296$A$ 296 119993 0 0 (2) 普工 工日 2.939999999999999946709294817992486059665679931640625 50 147 50 0 $900020$50$ A $296$A$ 296 119994 0 0 1.1.2 材料费 元 0 0 0 $土方夯填$8.64$材料费$ 296 [材料费] A12 $296$A12$ 3 0 0 (1) 其他材料费 % 1 0 0 0 0 $ST0999$0$ B $296$B$ 296 119997 0 0 1.1.3 机械使用费 元 0 0 489.470000000000027284841053187847137451171875 $土方夯填$8.64$机械使用费$ 296 [机械费] A13 $296$A13$ 3 0 0 (1) 推土机 74kw 台班 0.200000000000000011102230246251565404236316680908203125 648.51800000000002910383045673370361328125 129.69999999999998863131622783839702606201171875 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 $1018$667.174$ C $296$C$ 296 119995 0 667.1739999999999781721271574497222900390625 (2) 蛙式打夯机 2.8kw 台班 2.5 143.9089999999999918145476840436458587646484375 359.76999999999998181010596454143524169921875 143.9089999999999918145476840436458587646484375 143.9089999999999918145476840436458587646484375 $1056$143.909$ C $296$C$ 296 119996 0 143.907999999999987039700499735772609710693359375 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 640.3700000000000045474735088646411895751953125 29.46000000000000085265128291212022304534912109375 $土方夯填$8.64$措施费$ 296 A1 A2 $296$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 669.8300000000000409272615797817707061767578125 67.650000000000005684341886080801486968994140625 $土方夯填$8.64$间接费$ 296 A B $296$B$ 3 0 0 3 利润 % 7 737.48000000000001818989403545856475830078125 51.61999999999999744204615126363933086395263671875 $土方夯填$8.64$利润$ 296 A+B C $296$C$ 3 0 0 4 主材价差 元 0 0 3.729999999999999982236431605997495353221893310546875 $土方夯填$8.64$主材价差$ 296 [材料价差] D $296$D$ 3 0 0 (1) 柴油 kg 11.660000000000000142108547152020037174224853515625 0.320000000000000006661338147750939242541790008544921875 3.729999999999999982236431605997495353221893310546875 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $296$J$ 296 119998 0 0 5 主材费 元 0 0 0 $土方夯填$8.64$主材费$ 296 [主材费] E $296$E$ 3 0 0 6 价格调节基金 % 0 792.8300000000000409272615797817707061767578125 0 $土方夯填$8.64$价格调节基金$ 296 A+B+C+D+E F $296$F$ 3 0 0 7 税金 % 9 792.8300000000000409272615797817707061767578125 71.349999999999994315658113919198513031005859375 $土方夯填$8.64$税金$ 296 A+B+C+D+E+F G $296$G$ 3 0 0 9 临时工程摊销费 % 0 864.1799999999999499777914024889469146728515625 0 $土方夯填$8.64$临时工程摊销费$ 296 A+B+C+D+E+F+G+H I $296$I$ 3 0 0 10 其他费用摊销 % 0 864.1799999999999499777914024889469146728515625 0 $土方夯填$8.64$其他费用摊销$ 296 A+B+C+D+E+F+G+H+I J $296$J$ 3 0 0 11 风险费 % 0 864.1799999999999499777914024889469146728515625 0 $土方夯填$8.64$风险费$ 296 A+B+C+D+E+F+G+H+I+J K $296$K$ 3 0 0 13 工程单价 元 0 0 864 $土方夯填$8.64$工程单价$ 296 A+B+C+D+E+F+G+H+I+J+K+L Z $296$Z$ 3 0 0 附件表三 建筑工程单价表 306 306 单价编号 59 定额编号 4147+4200×1.02+40170×1.02 项目名称 预制C30钢筋混凝土盖板 单 价 747.07元/m3 计算单位 100m3 100 306 施工方法 工作内容 单 价: 747.0700000000000500222085975110530853271484375 元/m3 $预制C30钢筋混凝土盖板$747.07$ 100 $单价行$ 306 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 46784.1900000000023283064365386962890625 $预制C30钢筋混凝土盖板$747.07$直接费$ 306 A1+A2 A $306$A$ 5 0 0 1.1 直接工程费 元 0 0 44726.7600000000020372681319713592529296875 $预制C30钢筋混凝土盖板$747.07$直接工程费$ 306 A11+A12+A13 A1 $306$A1$ 5 0 0 1.1.1 人工费 元 0 0 17067.79999999999927240423858165740966796875 $预制C30钢筋混凝土盖板$747.07$人工费$ 306 [人工费] A11 $306$A11$ 5 0 0 (1) 技工 工日 130.5701999999999998181010596454143524169921875 65 8487.059999999999490682967007160186767578125 65 0 $900010$65$ A $306$A$ 306 120029 0 0 (2) 乙类工 工日 85.4759999999999990905052982270717620849609375 50 4273.8000000000001818989403545856475830078125 50 0 $T2$50$ A $306$A$ 306 120046 0 0 (3) 普工 工日 82.3777999999999934743755147792398929595947265625 50 4118.8900000000003274180926382541656494140625 50 0 $900020$50$ A $306$A$ 306 120030 0 0 (4) 其他人工费 元 188.047200000000003683453542180359363555908203125 1 188.05000000000001136868377216160297393798828125 1 0 $T9995$1$ A $306$A$ 306 120047 0 0 1.1.2 材料费 元 0 0 24887.4300000000002910383045673370361328125 $预制C30钢筋混凝土盖板$747.07$材料费$ 306 [材料费] A12 $306$A12$ 5 0 0 (1) 板枋材 m3 1 1157 1157 1157 0 $901850$1157$ B $306$B$ 306 120031 0 0 (2) 零星材料费 元 50.736840000000000827640178613364696502685546875 1 50.74000000000000198951966012828052043914794921875 1 0 $ST0998$1$ B $306$B$ 306 120045 0 0 (3) 钢模板 kg 59 2.979999999999999982236431605997495353221893310546875 175.81999999999999317878973670303821563720703125 2.979999999999999982236431605997495353221893310546875 0 $902090$2.98$ B $306$B$ 306 120032 0 0 (4) 电焊条 kg 2.3300000000000000710542735760100185871124267578125 4.980000000000000426325641456060111522674560546875 11.5999999999999996447286321199499070644378662109375 4.980000000000000426325641456060111522674560546875 0 $901450$4.98$ B $306$B$ 306 120033 0 0 (5) 铁钉 kg 0.6999999999999999555910790149937383830547332763671875 6.0099999999999997868371792719699442386627197265625 4.20999999999999996447286321199499070644378662109375 6.0099999999999997868371792719699442386627197265625 0 $904170$6.01$ B $306$B$ 306 120034 0 0 (6) 纯混凝土 C30 42.5水泥 2级配 中砂 碎石 ≤4cm m3 102 222.4759999999999990905052982270717620849609375 22692.54999999999927240423858165740966796875 349.17000000000001591615728102624416351318359375 222.4759999999999990905052982270717620849609375 $030-5$349.17$ B $306$B$ 306 120035 0 0 (7) 水 m3 240 2.29000000000000003552713678800500929355621337890625 549.6000000000000227373675443232059478759765625 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $306$B$ 306 120036 0 0 (8) 其他材料费 元 245.90780000000000882209860719740390777587890625 1 245.909999999999996589394868351519107818603515625 1 0 $ST0999$1$ B $306$B$ 306 120041 0 0 1.1.3 机械使用费 元 0 0 2771.53000000000020008883439004421234130859375 $预制C30钢筋混凝土盖板$747.07$机械使用费$ 306 [机械费] A13 $306$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.060000000000000053290705182007513940334320068359375 149.70900000000000318323145620524883270263671875 458.1100000000000136424205265939235687255859375 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $306$C$ 306 120043 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $306$C$ 306 120048 0 0 (3) 胶轮车 台班 14.1066000000000002501110429875552654266357421875 4.903999999999999914734871708787977695465087890625 69.18000000000000682121026329696178436279296875 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $306$C$ 306 120044 0 4.90299999999999958077978590154089033603668212890625 (4) 塔式起重机 10t 台班 3.3300000000000000710542735760100185871124267578125 591.9420000000000072759576141834259033203125 1971.170000000000072759576141834259033203125 591.9420000000000072759576141834259033203125 591.9420000000000072759576141834259033203125 $5012$591.942$ C $306$C$ 306 120037 0 591.942999999999983629095368087291717529296875 (5) 振动器(插入式) 2.2kW 台班 8.4000000000000003552713678800500929355621337890625 17.08200000000000073896444519050419330596923828125 143.490000000000009094947017729282379150390625 17.08200000000000073896444519050419330596923828125 17.08200000000000073896444519050419330596923828125 $2030$17.082$ C $306$C$ 306 120038 0 17.08200000000000073896444519050419330596923828125 (6) 载重汽车 5t 台班 0.2399999999999999911182158029987476766109466552734375 415.3609999999999899955582804977893829345703125 99.68999999999999772626324556767940521240234375 415.3609999999999899955582804977893829345703125 415.3609999999999899955582804977893829345703125 $3004$415.361$ C $306$C$ 306 120039 0 415.36200000000002319211489520967006683349609375 (7) 电焊机 交流 25 kVA 台班 0.1700000000000000122124532708767219446599483489990234375 45.14200000000000301270119962282478809356689453125 7.6699999999999999289457264239899814128875732421875 45.14200000000000301270119962282478809356689453125 45.14200000000000301270119962282478809356689453125 $9042$45.142$ C $306$C$ 306 120040 0 45.14200000000000301270119962282478809356689453125 (8) 其他机械费 元 22.22019999999999839701558812521398067474365234375 1 22.219999999999998863131622783839702606201171875 1 0 $ST9999$1$ C $306$C$ 306 120042 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 44726.7600000000020372681319713592529296875 2057.42999999999983629095368087291717529296875 $预制C30钢筋混凝土盖板$747.07$措施费$ 306 A1 A2 $306$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 46784.1900000000023283064365386962890625 5193.0500000000001818989403545856475830078125 $预制C30钢筋混凝土盖板$747.07$间接费$ 306 A B $306$B$ 5 0 0 3 利润 % 7 51977.2399999999979627318680286407470703125 3638.40999999999985448084771633148193359375 $预制C30钢筋混凝土盖板$747.07$利润$ 306 A+B C $306$C$ 5 0 0 4 主材价差 元 0 0 12922.7900000000008731149137020111083984375 $预制C30钢筋混凝土盖板$747.07$主材价差$ 306 [材料价差] D $306$D$ 5 0 0 (1) 碎石 ≤4cm m3 85.822800000000000864019966684281826019287109375 31.980000000000000426325641456060111522674560546875 2744.61000000000012732925824820995330810546875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $306$J$ 306 120051 0 0 (2) 水泥42.5 kg 37216.7399999999979627318680286407470703125 0.1459999999999999908961711980737163685262203216552734375 5433.6400000000003274180926382541656494140625 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $306$J$ 306 120049 0 0 (3) 中砂 m3 51.68339999999999889723767410032451152801513671875 91.7999999999999971578290569595992565155029296875 4744.5399999999999636202119290828704833984375 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $306$J$ 306 120050 0 0 5 主材费 元 0 0 0 $预制C30钢筋混凝土盖板$747.07$主材费$ 306 [主材费] E $306$E$ 5 0 0 6 价格调节基金 % 0 68538.4400000000023283064365386962890625 0 $预制C30钢筋混凝土盖板$747.07$价格调节基金$ 306 A+B+C+D+E F $306$F$ 5 0 0 7 税金 % 9 68538.4400000000023283064365386962890625 6168.4600000000000363797880709171295166015625 $预制C30钢筋混凝土盖板$747.07$税金$ 306 A+B+C+D+E+F G $306$G$ 5 0 0 9 临时工程摊销费 % 0 74706.89999999999417923390865325927734375 0 $预制C30钢筋混凝土盖板$747.07$临时工程摊销费$ 306 A+B+C+D+E+F+G+H I $306$I$ 5 0 0 10 其他费用摊销 % 0 74706.89999999999417923390865325927734375 0 $预制C30钢筋混凝土盖板$747.07$其他费用摊销$ 306 A+B+C+D+E+F+G+H+I J $306$J$ 5 0 0 11 风险费 % 0 74706.89999999999417923390865325927734375 0 $预制C30钢筋混凝土盖板$747.07$风险费$ 306 A+B+C+D+E+F+G+H+I+J K $306$K$ 5 0 0 13 工程单价 元 0 0 74707 $预制C30钢筋混凝土盖板$747.07$工程单价$ 306 A+B+C+D+E+F+G+H+I+J+K+L Z $306$Z$ 5 0 0 附件表三 建筑工程单价表 321 321 单价编号 60 定额编号 9118T 项目名称 DN300mm钢筋砼预制管安装 单 价 122.17元/m 计算单位 100m 100 321 施工方法 工作内容 单 价: 122.1700000000000017053025658242404460906982421875 元/m $DN300mm钢筋砼预制管安装$122.17$ 100 $单价行$ 321 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 5257.90999999999985448084771633148193359375 $DN300mm钢筋砼预制管安装$122.17$直接费$ 321 A1+A2 A $321$A$ 11 0 0 1.1 直接工程费 元 0 0 5026.6800000000002910383045673370361328125 $DN300mm钢筋砼预制管安装$122.17$直接工程费$ 321 A11+A12+A13 A1 $321$A1$ 11 0 0 1.1.1 人工费 元 0 0 3756.34999999999990905052982270717620849609375 $DN300mm钢筋砼预制管安装$122.17$人工费$ 321 [人工费] A11 $321$A11$ 11 0 0 (1) 技工 工日 44.99000000000000198951966012828052043914794921875 65 2924.34999999999990905052982270717620849609375 65 0 $900010$65$ A $321$A$ 321 120097 0 0 (2) 普工 工日 16.6400000000000005684341886080801486968994140625 50 832 50 0 $900020$50$ A $321$A$ 321 120098 0 0 1.1.2 材料费 元 0 0 157.710000000000007958078640513122081756591796875 $DN300mm钢筋砼预制管安装$122.17$材料费$ 321 [材料费] A12 $321$A12$ 11 0 0 (1) 橡胶止水圈 个 21 6 126 6 0 $903910$6$ B $321$B$ 321 120099 0 0 (2) 润滑油 kg 3.5 3.7599999999999997868371792719699442386627197265625 13.160000000000000142108547152020037174224853515625 3.7599999999999997868371792719699442386627197265625 0 $900730$3.76$ B $321$B$ 321 120100 0 0 (3) 电焊条 kg 1.37999999999999989341858963598497211933135986328125 4.980000000000000426325641456060111522674560546875 6.87000000000000010658141036401502788066864013671875 4.980000000000000426325641456060111522674560546875 0 $901450$4.98$ B $321$B$ 321 120101 0 0 (4) 其他材料费 % 8 146.030000000000001136868377216160297393798828125 11.67999999999999971578290569595992565155029296875 146.030000000000001136868377216160297393798828125 0 $ST0999$146.03$ B $321$B$ 321 120107 0 0 1.1.3 机械使用费 元 0 0 1112.6199999999998908606357872486114501953125 $DN300mm钢筋砼预制管安装$122.17$机械使用费$ 321 [机械费] A13 $321$A13$ 11 0 0 (1) 电焊机(直流)20kwA 台班 0.1499999999999999944488848768742172978818416595458984375 66.1230000000000046611603465862572193145751953125 9.9199999999999999289457264239899814128875732421875 66.1230000000000046611603465862572193145751953125 66.1230000000000046611603465862572193145751953125 $9040$66.123$ C $321$C$ 321 120102 0 66.1230000000000046611603465862572193145751953125 (2) 卷扬机(双筒慢速)5.0t 台班 1.20999999999999996447286321199499070644378662109375 143.54099999999999681676854379475116729736328125 173.68000000000000682121026329696178436279296875 143.54099999999999681676854379475116729736328125 143.54099999999999681676854379475116729736328125 $5119$143.541$ C $321$C$ 321 120103 0 143.54099999999999681676854379475116729736328125 (3) 汽车起重机 8.0t 台班 1.87000000000000010658141036401502788066864013671875 459.8990000000000009094947017729282379150390625 860.009999999999990905052982270717620849609375 471.00299999999998590283212251961231231689453125 459.8990000000000009094947017729282379150390625 $5053$471.003$ C $321$C$ 321 120104 0 471.00299999999998590283212251961231231689453125 (4) 试压泵 2.5MPa 台班 0.2099999999999999922284388276239042170345783233642578125 76.31499999999999772626324556767940521240234375 16.030000000000001136868377216160297393798828125 76.31499999999999772626324556767940521240234375 76.31499999999999772626324556767940521240234375 $9030$76.315$ C $321$C$ 321 120105 0 76.31499999999999772626324556767940521240234375 (5) 其他机械费 % 5 1059.640000000000100044417195022106170654296875 52.97999999999999687361196265555918216705322265625 1059.640000000000100044417195022106170654296875 0 $ST9999$1059.64$ C $321$C$ 321 120108 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 5026.6800000000002910383045673370361328125 231.229999999999989768184605054557323455810546875 $DN300mm钢筋砼预制管安装$122.17$措施费$ 321 A1 A2 $321$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 5257.90999999999985448084771633148193359375 478.470000000000027284841053187847137451171875 $DN300mm钢筋砼预制管安装$122.17$间接费$ 321 A B $321$B$ 11 0 0 3 利润 % 7 5736.3800000000001091393642127513885498046875 401.55000000000001136868377216160297393798828125 $DN300mm钢筋砼预制管安装$122.17$利润$ 321 A+B C $321$C$ 11 0 0 4 主材价差 元 0 0 20.760000000000001563194018672220408916473388671875 $DN300mm钢筋砼预制管安装$122.17$主材价差$ 321 [材料价差] D $321$D$ 11 0 0 (1) 柴油 kg 64.8889999999999957935870043002068996429443359375 0.320000000000000006661338147750939242541790008544921875 20.760000000000001563194018672220408916473388671875 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $321$J$ 321 120109 0 0 5 主材费 元 0 0 5050 $DN300mm钢筋砼预制管安装$122.17$主材费$ 321 [主材费] E $321$E$ 11 0 0 (1) 预制混凝土管(300mm) m 101 50 5050 50 0 $223383B$50$ F $321$F$ 321 120106 0 0 6 价格调节基金 % 0 11208.690000000000509317032992839813232421875 0 $DN300mm钢筋砼预制管安装$122.17$价格调节基金$ 321 A+B+C+D+E F $321$F$ 11 0 0 7 税金 % 9 11208.690000000000509317032992839813232421875 1008.779999999999972715158946812152862548828125 $DN300mm钢筋砼预制管安装$122.17$税金$ 321 A+B+C+D+E+F G $321$G$ 11 0 0 9 临时工程摊销费 % 0 12217.469999999999345163814723491668701171875 0 $DN300mm钢筋砼预制管安装$122.17$临时工程摊销费$ 321 A+B+C+D+E+F+G+H I $321$I$ 11 0 0 10 其他费用摊销 % 0 12217.469999999999345163814723491668701171875 0 $DN300mm钢筋砼预制管安装$122.17$其他费用摊销$ 321 A+B+C+D+E+F+G+H+I J $321$J$ 11 0 0 11 风险费 % 0 12217.469999999999345163814723491668701171875 0 $DN300mm钢筋砼预制管安装$122.17$风险费$ 321 A+B+C+D+E+F+G+H+I+J K $321$K$ 11 0 0 13 工程单价 元 0 0 12217 $DN300mm钢筋砼预制管安装$122.17$工程单价$ 321 A+B+C+D+E+F+G+H+I+J+K+L Z $321$Z$ 11 0 0 附件表三 建筑工程单价表 333 333 单价编号 61 定额编号 4053+4200×1.03+40170×1.03 项目名称 C15混凝土放水阀井 单 价 569.19元/m3 计算单位 100m3 100 333 施工方法 工作内容 单 价: 569.19000000000005456968210637569427490234375 元/m3 $C15混凝土放水阀井$569.19$ 100 $单价行$ 333 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 34038.2699999999967985786497592926025390625 $C15混凝土放水阀井$569.19$直接费$ 333 A1+A2 A $333$A$ 5 0 0 1.1 直接工程费 元 0 0 32541.36999999999898136593401432037353515625 $C15混凝土放水阀井$569.19$直接工程费$ 333 A11+A12+A13 A1 $333$A1$ 5 0 0 1.1.1 人工费 元 0 0 11183.350000000000363797880709171295166015625 $C15混凝土放水阀井$569.19$人工费$ 333 [人工费] A11 $333$A11$ 5 0 0 (1) 技工 工日 54.46029999999999660076355212368071079254150390625 65 3539.920000000000072759576141834259033203125 65 0 $900010$65$ A $333$A$ 333 120158 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $333$A$ 333 120169 0 0 (3) 普工 工日 62.75670000000000214868123293854296207427978515625 50 3137.84000000000014551915228366851806640625 50 0 $900020$50$ A $333$A$ 333 120159 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $333$A$ 333 120170 0 0 1.1.2 材料费 元 0 0 19638.0999999999985448084771633148193359375 $C15混凝土放水阀井$569.19$材料费$ 333 [材料费] A12 $333$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $333$B$ 333 120160 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $333$B$ 333 120168 0 0 (3) 水 m3 180 2.29000000000000003552713678800500929355621337890625 412.19999999999998863131622783839702606201171875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $333$B$ 333 120161 0 0 (4) 其他材料费 元 193.9293999999999869032762944698333740234375 1 193.93000000000000682121026329696178436279296875 1 0 $ST0999$1$ B $333$B$ 333 120164 0 0 1.1.3 机械使用费 元 0 0 1719.920000000000072759576141834259033203125 $C15混凝土放水阀井$569.19$机械使用费$ 333 [机械费] A13 $333$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $333$C$ 333 120166 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $333$C$ 333 120171 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $333$C$ 333 120167 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 7.3300000000000000710542735760100185871124267578125 10.2919999999999998152588887023739516735076904296875 75.43999999999999772626324556767940521240234375 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $333$C$ 333 120162 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 4.88999999999999968025576890795491635799407958984375 203.3410000000000081854523159563541412353515625 994.3400000000000318323145620524883270263671875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $333$C$ 333 120163 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 117.6757999999999952933649183250963687896728515625 1 117.68000000000000682121026329696178436279296875 1 0 $ST9999$1$ C $333$C$ 333 120165 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 32541.36999999999898136593401432037353515625 1496.90000000000009094947017729282379150390625 $C15混凝土放水阀井$569.19$措施费$ 333 A1 A2 $333$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 34038.2699999999967985786497592926025390625 3778.25 $C15混凝土放水阀井$569.19$间接费$ 333 A B $333$B$ 5 0 0 3 利润 % 7 37816.5199999999967985786497592926025390625 2647.15999999999985448084771633148193359375 $C15混凝土放水阀井$569.19$利润$ 333 A+B C $333$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $C15混凝土放水阀井$569.19$主材价差$ 333 [材料价差] D $333$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $333$J$ 333 120172 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $333$J$ 333 120174 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $333$J$ 333 120173 0 0 5 主材费 元 0 0 0 $C15混凝土放水阀井$569.19$主材费$ 333 [主材费] E $333$E$ 5 0 0 6 价格调节基金 % 0 52219.5699999999997089616954326629638671875 0 $C15混凝土放水阀井$569.19$价格调节基金$ 333 A+B+C+D+E F $333$F$ 5 0 0 7 税金 % 9 52219.5699999999997089616954326629638671875 4699.760000000000218278728425502777099609375 $C15混凝土放水阀井$569.19$税金$ 333 A+B+C+D+E+F G $333$G$ 5 0 0 9 临时工程摊销费 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土放水阀井$569.19$临时工程摊销费$ 333 A+B+C+D+E+F+G+H I $333$I$ 5 0 0 10 其他费用摊销 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土放水阀井$569.19$其他费用摊销$ 333 A+B+C+D+E+F+G+H+I J $333$J$ 5 0 0 11 风险费 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土放水阀井$569.19$风险费$ 333 A+B+C+D+E+F+G+H+I+J K $333$K$ 5 0 0 13 工程单价 元 0 0 56919 $C15混凝土放水阀井$569.19$工程单价$ 333 A+B+C+D+E+F+G+H+I+J+K+L Z $333$Z$ 5 0 0 附件表三 建筑工程单价表 350 350 单价编号 62 定额编号 4053+4200×1.03+40170×1.03 项目名称 C15混凝土排污阀井 单 价 569.19元/m3 计算单位 100m3 100 350 施工方法 工作内容 单 价: 569.19000000000005456968210637569427490234375 元/m3 $C15混凝土排污阀井$569.19$ 100 $单价行$ 350 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 34038.2699999999967985786497592926025390625 $C15混凝土排污阀井$569.19$直接费$ 350 A1+A2 A $350$A$ 5 0 0 1.1 直接工程费 元 0 0 32541.36999999999898136593401432037353515625 $C15混凝土排污阀井$569.19$直接工程费$ 350 A11+A12+A13 A1 $350$A1$ 5 0 0 1.1.1 人工费 元 0 0 11183.350000000000363797880709171295166015625 $C15混凝土排污阀井$569.19$人工费$ 350 [人工费] A11 $350$A11$ 5 0 0 (1) 技工 工日 54.46029999999999660076355212368071079254150390625 65 3539.920000000000072759576141834259033203125 65 0 $900010$65$ A $350$A$ 350 120235 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $350$A$ 350 120246 0 0 (3) 普工 工日 62.75670000000000214868123293854296207427978515625 50 3137.84000000000014551915228366851806640625 50 0 $900020$50$ A $350$A$ 350 120236 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $350$A$ 350 120247 0 0 1.1.2 材料费 元 0 0 19638.0999999999985448084771633148193359375 $C15混凝土排污阀井$569.19$材料费$ 350 [材料费] A12 $350$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $350$B$ 350 120237 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $350$B$ 350 120245 0 0 (3) 水 m3 180 2.29000000000000003552713678800500929355621337890625 412.19999999999998863131622783839702606201171875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $350$B$ 350 120238 0 0 (4) 其他材料费 元 193.9293999999999869032762944698333740234375 1 193.93000000000000682121026329696178436279296875 1 0 $ST0999$1$ B $350$B$ 350 120241 0 0 1.1.3 机械使用费 元 0 0 1719.920000000000072759576141834259033203125 $C15混凝土排污阀井$569.19$机械使用费$ 350 [机械费] A13 $350$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $350$C$ 350 120243 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $350$C$ 350 120248 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $350$C$ 350 120244 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 7.3300000000000000710542735760100185871124267578125 10.2919999999999998152588887023739516735076904296875 75.43999999999999772626324556767940521240234375 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $350$C$ 350 120239 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 4.88999999999999968025576890795491635799407958984375 203.3410000000000081854523159563541412353515625 994.3400000000000318323145620524883270263671875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $350$C$ 350 120240 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 117.6757999999999952933649183250963687896728515625 1 117.68000000000000682121026329696178436279296875 1 0 $ST9999$1$ C $350$C$ 350 120242 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 32541.36999999999898136593401432037353515625 1496.90000000000009094947017729282379150390625 $C15混凝土排污阀井$569.19$措施费$ 350 A1 A2 $350$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 34038.2699999999967985786497592926025390625 3778.25 $C15混凝土排污阀井$569.19$间接费$ 350 A B $350$B$ 5 0 0 3 利润 % 7 37816.5199999999967985786497592926025390625 2647.15999999999985448084771633148193359375 $C15混凝土排污阀井$569.19$利润$ 350 A+B C $350$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $C15混凝土排污阀井$569.19$主材价差$ 350 [材料价差] D $350$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $350$J$ 350 120249 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $350$J$ 350 120251 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $350$J$ 350 120250 0 0 5 主材费 元 0 0 0 $C15混凝土排污阀井$569.19$主材费$ 350 [主材费] E $350$E$ 5 0 0 6 价格调节基金 % 0 52219.5699999999997089616954326629638671875 0 $C15混凝土排污阀井$569.19$价格调节基金$ 350 A+B+C+D+E F $350$F$ 5 0 0 7 税金 % 9 52219.5699999999997089616954326629638671875 4699.760000000000218278728425502777099609375 $C15混凝土排污阀井$569.19$税金$ 350 A+B+C+D+E+F G $350$G$ 5 0 0 9 临时工程摊销费 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土排污阀井$569.19$临时工程摊销费$ 350 A+B+C+D+E+F+G+H I $350$I$ 5 0 0 10 其他费用摊销 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土排污阀井$569.19$其他费用摊销$ 350 A+B+C+D+E+F+G+H+I J $350$J$ 5 0 0 11 风险费 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土排污阀井$569.19$风险费$ 350 A+B+C+D+E+F+G+H+I+J K $350$K$ 5 0 0 13 工程单价 元 0 0 56919 $C15混凝土排污阀井$569.19$工程单价$ 350 A+B+C+D+E+F+G+H+I+J+K+L Z $350$Z$ 5 0 0 附件表三 建筑工程单价表 357 357 单价编号 63 定额编号 9094T 项目名称 DN75mmPE管 单 价 33.44元/m 计算单位 100m 100 357 施工方法 工作内容 单 价: 33.43999999999999772626324556767940521240234375 元/m $DN75mmPE管$33.44$ 100 $单价行$ 357 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 444.009999999999990905052982270717620849609375 $DN75mmPE管$33.44$直接费$ 357 A1+A2 A $357$A$ 11 0 0 1.1 直接工程费 元 0 0 424.48000000000001818989403545856475830078125 $DN75mmPE管$33.44$直接工程费$ 357 A11+A12+A13 A1 $357$A1$ 11 0 0 1.1.1 人工费 元 0 0 297 $DN75mmPE管$33.44$人工费$ 357 [人工费] A11 $357$A11$ 11 0 0 (1) 技工 工日 1.8000000000000000444089209850062616169452667236328125 65 117 65 0 $900010$65$ A $357$A$ 357 120264 0 0 (2) 普工 工日 3.600000000000000088817841970012523233890533447265625 50 180 50 0 $900020$50$ A $357$A$ 357 120265 0 0 1.1.2 材料费 元 0 0 37.85000000000000142108547152020037174224853515625 $DN75mmPE管$33.44$材料费$ 357 [材料费] A12 $357$A12$ 11 0 0 (1) 零星材料费 % 10 378.48000000000001818989403545856475830078125 37.85000000000000142108547152020037174224853515625 378.48000000000001818989403545856475830078125 0 $ST0998$378.48$ B $357$B$ 357 120268 0 0 1.1.3 机械使用费 元 0 0 89.6299999999999954525264911353588104248046875 $DN75mmPE管$33.44$机械使用费$ 357 [机械费] A13 $357$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.9499999999999999555910790149937383830547332763671875 85.7639999999999957935870043002068996429443359375 81.4800000000000039790393202565610408782958984375 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $357$C$ 357 120266 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 10 81.4800000000000039790393202565610408782958984375 8.1500000000000003552713678800500929355621337890625 81.4800000000000039790393202565610408782958984375 0 $ST9999$81.48$ C $357$C$ 357 120269 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 424.48000000000001818989403545856475830078125 19.530000000000001136868377216160297393798828125 $DN75mmPE管$33.44$措施费$ 357 A1 A2 $357$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 444.009999999999990905052982270717620849609375 40.39999999999999857891452847979962825775146484375 $DN75mmPE管$33.44$间接费$ 357 A B $357$B$ 11 0 0 3 利润 % 7 484.41000000000002501110429875552654266357421875 33.909999999999996589394868351519107818603515625 $DN75mmPE管$33.44$利润$ 357 A+B C $357$C$ 11 0 0 4 主材价差 元 0 0 0 $DN75mmPE管$33.44$主材价差$ 357 [材料价差] D $357$D$ 11 0 0 5 主材费 元 0 0 2550 $DN75mmPE管$33.44$主材费$ 357 [主材费] E $357$E$ 11 0 0 (1) DN75mmPE管(0.60Mpa) m 102 25 2550 25 0 $628338B$25$ F $357$F$ 357 120267 0 0 6 价格调节基金 % 0 3068.32000000000016370904631912708282470703125 0 $DN75mmPE管$33.44$价格调节基金$ 357 A+B+C+D+E F $357$F$ 11 0 0 7 税金 % 9 3068.32000000000016370904631912708282470703125 276.1499999999999772626324556767940521240234375 $DN75mmPE管$33.44$税金$ 357 A+B+C+D+E+F G $357$G$ 11 0 0 9 临时工程摊销费 % 0 3344.46999999999979991116560995578765869140625 0 $DN75mmPE管$33.44$临时工程摊销费$ 357 A+B+C+D+E+F+G+H I $357$I$ 11 0 0 10 其他费用摊销 % 0 3344.46999999999979991116560995578765869140625 0 $DN75mmPE管$33.44$其他费用摊销$ 357 A+B+C+D+E+F+G+H+I J $357$J$ 11 0 0 11 风险费 % 0 3344.46999999999979991116560995578765869140625 0 $DN75mmPE管$33.44$风险费$ 357 A+B+C+D+E+F+G+H+I+J K $357$K$ 11 0 0 13 工程单价 元 0 0 3344 $DN75mmPE管$33.44$工程单价$ 357 A+B+C+D+E+F+G+H+I+J+K+L Z $357$Z$ 11 0 0 附件表三 建筑工程单价表 369 369 单价编号 64 定额编号 4053+4200×1.03+40170×1.03 项目名称 C15混凝土排气阀井 单 价 569.19元/m3 计算单位 100m3 100 369 施工方法 工作内容 单 价: 569.19000000000005456968210637569427490234375 元/m3 $C15混凝土排气阀井$569.19$ 100 $单价行$ 369 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 34038.2699999999967985786497592926025390625 $C15混凝土排气阀井$569.19$直接费$ 369 A1+A2 A $369$A$ 5 0 0 1.1 直接工程费 元 0 0 32541.36999999999898136593401432037353515625 $C15混凝土排气阀井$569.19$直接工程费$ 369 A11+A12+A13 A1 $369$A1$ 5 0 0 1.1.1 人工费 元 0 0 11183.350000000000363797880709171295166015625 $C15混凝土排气阀井$569.19$人工费$ 369 [人工费] A11 $369$A11$ 5 0 0 (1) 技工 工日 54.46029999999999660076355212368071079254150390625 65 3539.920000000000072759576141834259033203125 65 0 $900010$65$ A $369$A$ 369 120318 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $369$A$ 369 120329 0 0 (3) 普工 工日 62.75670000000000214868123293854296207427978515625 50 3137.84000000000014551915228366851806640625 50 0 $900020$50$ A $369$A$ 369 120319 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $369$A$ 369 120330 0 0 1.1.2 材料费 元 0 0 19638.0999999999985448084771633148193359375 $C15混凝土排气阀井$569.19$材料费$ 369 [材料费] A12 $369$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $369$B$ 369 120320 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $369$B$ 369 120328 0 0 (3) 水 m3 180 2.29000000000000003552713678800500929355621337890625 412.19999999999998863131622783839702606201171875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $369$B$ 369 120321 0 0 (4) 其他材料费 元 193.9293999999999869032762944698333740234375 1 193.93000000000000682121026329696178436279296875 1 0 $ST0999$1$ B $369$B$ 369 120324 0 0 1.1.3 机械使用费 元 0 0 1719.920000000000072759576141834259033203125 $C15混凝土排气阀井$569.19$机械使用费$ 369 [机械费] A13 $369$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $369$C$ 369 120326 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $369$C$ 369 120331 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $369$C$ 369 120327 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 7.3300000000000000710542735760100185871124267578125 10.2919999999999998152588887023739516735076904296875 75.43999999999999772626324556767940521240234375 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $369$C$ 369 120322 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 4.88999999999999968025576890795491635799407958984375 203.3410000000000081854523159563541412353515625 994.3400000000000318323145620524883270263671875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $369$C$ 369 120323 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 117.6757999999999952933649183250963687896728515625 1 117.68000000000000682121026329696178436279296875 1 0 $ST9999$1$ C $369$C$ 369 120325 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 32541.36999999999898136593401432037353515625 1496.90000000000009094947017729282379150390625 $C15混凝土排气阀井$569.19$措施费$ 369 A1 A2 $369$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 34038.2699999999967985786497592926025390625 3778.25 $C15混凝土排气阀井$569.19$间接费$ 369 A B $369$B$ 5 0 0 3 利润 % 7 37816.5199999999967985786497592926025390625 2647.15999999999985448084771633148193359375 $C15混凝土排气阀井$569.19$利润$ 369 A+B C $369$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $C15混凝土排气阀井$569.19$主材价差$ 369 [材料价差] D $369$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $369$J$ 369 120332 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $369$J$ 369 120334 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $369$J$ 369 120333 0 0 5 主材费 元 0 0 0 $C15混凝土排气阀井$569.19$主材费$ 369 [主材费] E $369$E$ 5 0 0 6 价格调节基金 % 0 52219.5699999999997089616954326629638671875 0 $C15混凝土排气阀井$569.19$价格调节基金$ 369 A+B+C+D+E F $369$F$ 5 0 0 7 税金 % 9 52219.5699999999997089616954326629638671875 4699.760000000000218278728425502777099609375 $C15混凝土排气阀井$569.19$税金$ 369 A+B+C+D+E+F G $369$G$ 5 0 0 9 临时工程摊销费 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土排气阀井$569.19$临时工程摊销费$ 369 A+B+C+D+E+F+G+H I $369$I$ 5 0 0 10 其他费用摊销 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土排气阀井$569.19$其他费用摊销$ 369 A+B+C+D+E+F+G+H+I J $369$J$ 5 0 0 11 风险费 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土排气阀井$569.19$风险费$ 369 A+B+C+D+E+F+G+H+I+J K $369$K$ 5 0 0 13 工程单价 元 0 0 56919 $C15混凝土排气阀井$569.19$工程单价$ 369 A+B+C+D+E+F+G+H+I+J+K+L Z $369$Z$ 5 0 0 附件表三 建筑工程单价表 380 380 单价编号 65 定额编号 BC005 项目名称 预制巴歇尔槽构件 单 价 1500元/组 计算单位 组 1 380 施工方法 工作内容 单 价: 1500 元/组 $预制巴歇尔槽构件$1500$ 1 $单价行$ 380 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 1500 $预制巴歇尔槽构件$1500$直接费$ 380 A1+A2 A $380$A$ 15 0 0 1.1 直接工程费 元 0 0 1500 $预制巴歇尔槽构件$1500$直接工程费$ 380 A11+A12+A13 A1 $380$A1$ 15 0 0 1.1.1 人工费 元 0 0 0 $预制巴歇尔槽构件$1500$人工费$ 380 [人工费] A11 $380$A11$ 15 0 0 1.1.2 材料费 元 0 0 1500 $预制巴歇尔槽构件$1500$材料费$ 380 [材料费] A12 $380$A12$ 15 0 0 (1) 预制巴歇尔槽构件 组 1 1500 1500 1500 0 $BC005$1500$ B $380$B$ 380 1400 0 0 1.1.3 机械使用费 元 0 0 0 $预制巴歇尔槽构件$1500$机械使用费$ 380 [机械费] A13 $380$A13$ 15 0 0 1.2 措施费 % 0 1500 0 $预制巴歇尔槽构件$1500$措施费$ 380 A1 A2 $380$A2$ 15 0 0 2 间接费 % 0 1500 0 $预制巴歇尔槽构件$1500$间接费$ 380 A B $380$B$ 15 0 0 3 利润 % 0 1500 0 $预制巴歇尔槽构件$1500$利润$ 380 A+B C $380$C$ 15 0 0 4 主材价差 元 0 0 0 $预制巴歇尔槽构件$1500$主材价差$ 380 [材料价差] D $380$D$ 15 0 0 5 主材费 元 0 0 0 $预制巴歇尔槽构件$1500$主材费$ 380 [主材费] E $380$E$ 15 0 0 6 价格调节基金 % 0 1500 0 $预制巴歇尔槽构件$1500$价格调节基金$ 380 A+B+C+D+E F $380$F$ 15 0 0 7 税金 % 0 1500 0 $预制巴歇尔槽构件$1500$税金$ 380 A+B+C+D+E+F G $380$G$ 15 0 0 9 临时工程摊销费 % 0 1500 0 $预制巴歇尔槽构件$1500$临时工程摊销费$ 380 A+B+C+D+E+F+G+H I $380$I$ 15 0 0 10 其他费用摊销 % 0 1500 0 $预制巴歇尔槽构件$1500$其他费用摊销$ 380 A+B+C+D+E+F+G+H+I J $380$J$ 15 0 0 11 风险费 % 0 1500 0 $预制巴歇尔槽构件$1500$风险费$ 380 A+B+C+D+E+F+G+H+I+J K $380$K$ 15 0 0 13 工程单价 元 0 0 1500 $预制巴歇尔槽构件$1500$工程单价$ 380 A+B+C+D+E+F+G+H+I+J+K+L Z $380$Z$ 15 0 0 附件表三 建筑工程单价表 381 381 单价编号 66 定额编号 4054+4200×1.03+40170×1.03 项目名称 C15砼现浇槽 单 价 551.53元/m3 计算单位 100m3 100 381 施工方法 工作内容 单 价: 551.529999999999972715158946812152862548828125 元/m3 $C15砼现浇槽$551.53$ 100 $单价行$ 381 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 32674.77000000000043655745685100555419921875 $C15砼现浇槽$551.53$直接费$ 381 A1+A2 A $381$A$ 5 0 0 1.1 直接工程费 元 0 0 31237.830000000001746229827404022216796875 $C15砼现浇槽$551.53$直接工程费$ 381 A11+A12+A13 A1 $381$A1$ 5 0 0 1.1.1 人工费 元 0 0 10263.70000000000072759576141834259033203125 $C15砼现浇槽$551.53$人工费$ 381 [人工费] A11 $381$A11$ 5 0 0 (1) 技工 工日 46.75030000000000285353962681256234645843505859375 65 3038.76999999999998181010596454143524169921875 65 0 $900010$65$ A $381$A$ 381 120356 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $381$A$ 381 120367 0 0 (3) 普工 工日 54.38669999999999760120772407390177249908447265625 50 2719.34000000000014551915228366851806640625 50 0 $900020$50$ A $381$A$ 381 120357 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $381$A$ 381 120368 0 0 1.1.2 材料费 元 0 0 19545.580000000001746229827404022216796875 $C15砼现浇槽$551.53$材料费$ 381 [材料费] A12 $381$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $381$B$ 381 120358 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $381$B$ 381 120366 0 0 (3) 水 m3 140 2.29000000000000003552713678800500929355621337890625 320.6000000000000227373675443232059478759765625 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $381$B$ 381 120359 0 0 (4) 其他材料费 元 193.01339999999999008650775067508220672607421875 1 193.009999999999990905052982270717620849609375 1 0 $ST0999$1$ B $381$B$ 381 120362 0 0 1.1.3 机械使用费 元 0 0 1428.549999999999954525264911353588104248046875 $C15砼现浇槽$551.53$机械使用费$ 381 [机械费] A13 $381$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $381$C$ 381 120364 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $381$C$ 381 120369 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $381$C$ 381 120365 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 5.92999999999999971578290569595992565155029296875 10.2919999999999998152588887023739516735076904296875 61.030000000000001136868377216160297393798828125 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $381$C$ 381 120360 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 3.6699999999999999289457264239899814128875732421875 203.3410000000000081854523159563541412353515625 746.259999999999990905052982270717620849609375 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $381$C$ 381 120361 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 88.8019000000000033878677641041576862335205078125 1 88.7999999999999971578290569595992565155029296875 1 0 $ST9999$1$ C $381$C$ 381 120363 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 31237.830000000001746229827404022216796875 1436.94000000000005456968210637569427490234375 $C15砼现浇槽$551.53$措施费$ 381 A1 A2 $381$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 32674.77000000000043655745685100555419921875 3626.90000000000009094947017729282379150390625 $C15砼现浇槽$551.53$间接费$ 381 A B $381$B$ 5 0 0 3 利润 % 7 36301.669999999998253770172595977783203125 2541.1199999999998908606357872486114501953125 $C15砼现浇槽$551.53$利润$ 381 A+B C $381$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $C15砼现浇槽$551.53$主材价差$ 381 [材料价差] D $381$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $381$J$ 381 120372 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $381$J$ 381 120371 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $381$J$ 381 120370 0 0 5 主材费 元 0 0 0 $C15砼现浇槽$551.53$主材费$ 381 [主材费] E $381$E$ 5 0 0 6 价格调节基金 % 0 50598.6800000000002910383045673370361328125 0 $C15砼现浇槽$551.53$价格调节基金$ 381 A+B+C+D+E F $381$F$ 5 0 0 7 税金 % 9 50598.6800000000002910383045673370361328125 4553.8800000000001091393642127513885498046875 $C15砼现浇槽$551.53$税金$ 381 A+B+C+D+E+F G $381$G$ 5 0 0 9 临时工程摊销费 % 0 55152.5599999999976716935634613037109375 0 $C15砼现浇槽$551.53$临时工程摊销费$ 381 A+B+C+D+E+F+G+H I $381$I$ 5 0 0 10 其他费用摊销 % 0 55152.5599999999976716935634613037109375 0 $C15砼现浇槽$551.53$其他费用摊销$ 381 A+B+C+D+E+F+G+H+I J $381$J$ 5 0 0 11 风险费 % 0 55152.5599999999976716935634613037109375 0 $C15砼现浇槽$551.53$风险费$ 381 A+B+C+D+E+F+G+H+I+J K $381$K$ 5 0 0 13 工程单价 元 0 0 55153 $C15砼现浇槽$551.53$工程单价$ 381 A+B+C+D+E+F+G+H+I+J+K+L Z $381$Z$ 5 0 0 附件表三 建筑工程单价表 398 398 单价编号 67 定额编号 4053+4200×1.03+40170×1.03 项目名称 C15混凝土水表井 单 价 569.19元/m3 计算单位 100m3 100 398 施工方法 工作内容 单 价: 569.19000000000005456968210637569427490234375 元/m3 $C15混凝土水表井$569.19$ 100 $单价行$ 398 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 34038.2699999999967985786497592926025390625 $C15混凝土水表井$569.19$直接费$ 398 A1+A2 A $398$A$ 5 0 0 1.1 直接工程费 元 0 0 32541.36999999999898136593401432037353515625 $C15混凝土水表井$569.19$直接工程费$ 398 A11+A12+A13 A1 $398$A1$ 5 0 0 1.1.1 人工费 元 0 0 11183.350000000000363797880709171295166015625 $C15混凝土水表井$569.19$人工费$ 398 [人工费] A11 $398$A11$ 5 0 0 (1) 技工 工日 54.46029999999999660076355212368071079254150390625 65 3539.920000000000072759576141834259033203125 65 0 $900010$65$ A $398$A$ 398 120433 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $398$A$ 398 120444 0 0 (3) 普工 工日 62.75670000000000214868123293854296207427978515625 50 3137.84000000000014551915228366851806640625 50 0 $900020$50$ A $398$A$ 398 120434 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $398$A$ 398 120445 0 0 1.1.2 材料费 元 0 0 19638.0999999999985448084771633148193359375 $C15混凝土水表井$569.19$材料费$ 398 [材料费] A12 $398$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $398$B$ 398 120435 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $398$B$ 398 120443 0 0 (3) 水 m3 180 2.29000000000000003552713678800500929355621337890625 412.19999999999998863131622783839702606201171875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $398$B$ 398 120436 0 0 (4) 其他材料费 元 193.9293999999999869032762944698333740234375 1 193.93000000000000682121026329696178436279296875 1 0 $ST0999$1$ B $398$B$ 398 120439 0 0 1.1.3 机械使用费 元 0 0 1719.920000000000072759576141834259033203125 $C15混凝土水表井$569.19$机械使用费$ 398 [机械费] A13 $398$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $398$C$ 398 120441 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $398$C$ 398 120446 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $398$C$ 398 120442 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 7.3300000000000000710542735760100185871124267578125 10.2919999999999998152588887023739516735076904296875 75.43999999999999772626324556767940521240234375 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $398$C$ 398 120437 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 4.88999999999999968025576890795491635799407958984375 203.3410000000000081854523159563541412353515625 994.3400000000000318323145620524883270263671875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $398$C$ 398 120438 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 117.6757999999999952933649183250963687896728515625 1 117.68000000000000682121026329696178436279296875 1 0 $ST9999$1$ C $398$C$ 398 120440 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 32541.36999999999898136593401432037353515625 1496.90000000000009094947017729282379150390625 $C15混凝土水表井$569.19$措施费$ 398 A1 A2 $398$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 34038.2699999999967985786497592926025390625 3778.25 $C15混凝土水表井$569.19$间接费$ 398 A B $398$B$ 5 0 0 3 利润 % 7 37816.5199999999967985786497592926025390625 2647.15999999999985448084771633148193359375 $C15混凝土水表井$569.19$利润$ 398 A+B C $398$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $C15混凝土水表井$569.19$主材价差$ 398 [材料价差] D $398$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $398$J$ 398 120447 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $398$J$ 398 120449 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $398$J$ 398 120448 0 0 5 主材费 元 0 0 0 $C15混凝土水表井$569.19$主材费$ 398 [主材费] E $398$E$ 5 0 0 6 价格调节基金 % 0 52219.5699999999997089616954326629638671875 0 $C15混凝土水表井$569.19$价格调节基金$ 398 A+B+C+D+E F $398$F$ 5 0 0 7 税金 % 9 52219.5699999999997089616954326629638671875 4699.760000000000218278728425502777099609375 $C15混凝土水表井$569.19$税金$ 398 A+B+C+D+E+F G $398$G$ 5 0 0 9 临时工程摊销费 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土水表井$569.19$临时工程摊销费$ 398 A+B+C+D+E+F+G+H I $398$I$ 5 0 0 10 其他费用摊销 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土水表井$569.19$其他费用摊销$ 398 A+B+C+D+E+F+G+H+I J $398$J$ 5 0 0 11 风险费 % 0 56919.330000000001746229827404022216796875 0 $C15混凝土水表井$569.19$风险费$ 398 A+B+C+D+E+F+G+H+I+J K $398$K$ 5 0 0 13 工程单价 元 0 0 56919 $C15混凝土水表井$569.19$工程单价$ 398 A+B+C+D+E+F+G+H+I+J+K+L Z $398$Z$ 5 0 0 附件表三 建筑工程单价表 406 406 单价编号 68 定额编号 9105T 项目名称 水表安装 单 价 1595.33元/个 计算单位 10个 10 406 施工方法 工作内容 单 价: 1595.329999999999927240423858165740966796875 元/个 $水表安装$1595.33$ 10 $单价行$ 406 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 116.530000000000001136868377216160297393798828125 $水表安装$1595.33$直接费$ 406 A1+A2 A $406$A$ 11 0 0 1.1 直接工程费 元 0 0 111.409999999999996589394868351519107818603515625 $水表安装$1595.33$直接工程费$ 406 A11+A12+A13 A1 $406$A1$ 11 0 0 1.1.1 人工费 元 0 0 49.5 $水表安装$1595.33$人工费$ 406 [人工费] A11 $406$A11$ 11 0 0 (1) 技工 工日 0.299999999999999988897769753748434595763683319091796875 65 19.5 65 0 $900010$65$ A $406$A$ 406 120462 0 0 (2) 普工 工日 0.59999999999999997779553950749686919152736663818359375 50 30 50 0 $900020$50$ A $406$A$ 406 120463 0 0 1.1.2 材料费 元 0 0 5.17999999999999971578290569595992565155029296875 $水表安装$1595.33$材料费$ 406 [材料费] A12 $406$A12$ 11 0 0 (1) 零星材料费 % 5 103.530000000000001136868377216160297393798828125 5.17999999999999971578290569595992565155029296875 103.530000000000001136868377216160297393798828125 0 $ST0998$103.53$ B $406$B$ 406 120466 0 0 1.1.3 机械使用费 元 0 0 56.72999999999999687361196265555918216705322265625 $水表安装$1595.33$机械使用费$ 406 [机械费] A13 $406$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.63000000000000000444089209850062616169452667236328125 85.7639999999999957935870043002068996429443359375 54.030000000000001136868377216160297393798828125 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $406$C$ 406 120464 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 5 54.030000000000001136868377216160297393798828125 2.70000000000000017763568394002504646778106689453125 54.030000000000001136868377216160297393798828125 0 $ST9999$54.03$ C $406$C$ 406 120467 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 111.409999999999996589394868351519107818603515625 5.12000000000000010658141036401502788066864013671875 $水表安装$1595.33$措施费$ 406 A1 A2 $406$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 116.530000000000001136868377216160297393798828125 10.5999999999999996447286321199499070644378662109375 $水表安装$1595.33$间接费$ 406 A B $406$B$ 11 0 0 3 利润 % 7 127.1299999999999954525264911353588104248046875 8.9000000000000003552713678800500929355621337890625 $水表安装$1595.33$利润$ 406 A+B C $406$C$ 11 0 0 4 主材价差 元 0 0 0 $水表安装$1595.33$主材价差$ 406 [材料价差] D $406$D$ 11 0 0 5 主材费 元 0 0 14500 $水表安装$1595.33$主材费$ 406 [主材费] E $406$E$ 11 0 0 (1) 水表 个 10 1450 14500 1450 0 $237771B$1450$ F $406$F$ 406 120465 0 0 6 价格调节基金 % 0 14636.030000000000654836185276508331298828125 0 $水表安装$1595.33$价格调节基金$ 406 A+B+C+D+E F $406$F$ 11 0 0 7 税金 % 9 14636.030000000000654836185276508331298828125 1317.240000000000009094947017729282379150390625 $水表安装$1595.33$税金$ 406 A+B+C+D+E+F G $406$G$ 11 0 0 9 临时工程摊销费 % 0 15953.27000000000043655745685100555419921875 0 $水表安装$1595.33$临时工程摊销费$ 406 A+B+C+D+E+F+G+H I $406$I$ 11 0 0 10 其他费用摊销 % 0 15953.27000000000043655745685100555419921875 0 $水表安装$1595.33$其他费用摊销$ 406 A+B+C+D+E+F+G+H+I J $406$J$ 11 0 0 11 风险费 % 0 15953.27000000000043655745685100555419921875 0 $水表安装$1595.33$风险费$ 406 A+B+C+D+E+F+G+H+I+J K $406$K$ 11 0 0 13 工程单价 元 0 0 15953.29999999999927240423858165740966796875 $水表安装$1595.33$工程单价$ 406 A+B+C+D+E+F+G+H+I+J+K+L Z $406$Z$ 11 0 0 附件表三 建筑工程单价表 408 408 单价编号 69 定额编号 1016×0.1+1144×0.9 项目名称 土方开挖 单 价 2.91元/m3 计算单位 100m3 100 408 施工方法 工作内容 单 价: 2.910000000000000142108547152020037174224853515625 元/m3 $土方开挖$2.91$ 100 $单价行$ 408 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 223.1299999999999954525264911353588104248046875 $土方开挖$2.91$直接费$ 408 A1+A2 A $408$A$ 1 0 0 1.1 直接工程费 元 0 0 213.31999999999999317878973670303821563720703125 $土方开挖$2.91$直接工程费$ 408 A11+A12+A13 A1 $408$A1$ 1 0 0 1.1.1 人工费 元 0 0 71.5400000000000062527760746888816356658935546875 $土方开挖$2.91$人工费$ 408 [人工费] A11 $408$A11$ 1 0 0 (1) 技工 工日 0.0189999999999999995281552145343084703199565410614013671875 65 1.2399999999999999911182158029987476766109466552734375 65 0 $900010$65$ A $408$A$ 408 120468 0 0 (2) 普工 工日 1.4059999999999999165112285481882281601428985595703125 50 70.2999999999999971578290569595992565155029296875 50 0 $900020$50$ A $408$A$ 408 120469 0 0 1.1.2 材料费 元 0 0 9.21000000000000085265128291212022304534912109375 $土方开挖$2.91$材料费$ 408 [材料费] A12 $408$A12$ 1 0 0 (1) 零星材料费 元 9.20655000000000001136868377216160297393798828125 1 9.21000000000000085265128291212022304534912109375 1 0 $ST0998$1$ B $408$B$ 408 120470 0 0 1.1.3 机械使用费 元 0 0 132.56999999999999317878973670303821563720703125 $土方开挖$2.91$机械使用费$ 408 [机械费] A13 $408$A13$ 1 0 0 (1) 挖掘机 1m3 台班 0.1439999999999999891198143586734659038484096527099609375 920.624000000000023646862246096134185791015625 132.56999999999999317878973670303821563720703125 946.847999999999956344254314899444580078125 920.624000000000023646862246096134185791015625 $1003$946.848$ C $408$C$ 408 120471 0 946.847999999999956344254314899444580078125 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 213.31999999999999317878973670303821563720703125 9.8100000000000004973799150320701301097869873046875 $土方开挖$2.91$措施费$ 408 A1 A2 $408$A2$ 1 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 223.1299999999999954525264911353588104248046875 22.53999999999999914734871708787977695465087890625 $土方开挖$2.91$间接费$ 408 A B $408$B$ 1 0 0 3 利润 % 7 245.669999999999987494447850622236728668212890625 17.199999999999999289457264239899814128875732421875 $土方开挖$2.91$利润$ 408 A+B C $408$C$ 1 0 0 4 主材价差 元 0 0 3.779999999999999804600747665972448885440826416015625 $土方开挖$2.91$主材价差$ 408 [材料价差] D $408$D$ 1 0 0 (1) 柴油 kg 11.8008000000000006224354365258477628231048583984375 0.320000000000000006661338147750939242541790008544921875 3.779999999999999804600747665972448885440826416015625 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $408$J$ 408 120472 0 0 5 主材费 元 0 0 0 $土方开挖$2.91$主材费$ 408 [主材费] E $408$E$ 1 0 0 6 价格调节基金 % 0 266.6499999999999772626324556767940521240234375 0 $土方开挖$2.91$价格调节基金$ 408 A+B+C+D+E F $408$F$ 1 0 0 7 税金 % 9 266.6499999999999772626324556767940521240234375 24 $土方开挖$2.91$税金$ 408 A+B+C+D+E+F G $408$G$ 1 0 0 9 临时工程摊销费 % 0 290.6499999999999772626324556767940521240234375 0 $土方开挖$2.91$临时工程摊销费$ 408 A+B+C+D+E+F+G+H I $408$I$ 1 0 0 10 其他费用摊销 % 0 290.6499999999999772626324556767940521240234375 0 $土方开挖$2.91$其他费用摊销$ 408 A+B+C+D+E+F+G+H+I J $408$J$ 1 0 0 11 风险费 % 0 290.6499999999999772626324556767940521240234375 0 $土方开挖$2.91$风险费$ 408 A+B+C+D+E+F+G+H+I+J K $408$K$ 1 0 0 13 工程单价 元 0 0 291 $土方开挖$2.91$工程单价$ 408 A+B+C+D+E+F+G+H+I+J+K+L Z $408$Z$ 1 0 0 附件表三 建筑工程单价表 576 576 单价编号 70 定额编号 3002 项目名称 碎石路面厚100mm 单 价 162.71元/m3 计算单位 100m3 100 576 施工方法 工作内容 单 价: 162.710000000000007958078640513122081756591796875 元/m3 $碎石路面厚100mm$162.71$ 100 $单价行$ 576 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 9902.379999999999199644662439823150634765625 $碎石路面厚100mm$162.71$直接费$ 576 A1+A2 A $576$A$ 3 0 0 1.1 直接工程费 元 0 0 9466.899999999999636202119290828704833984375 $碎石路面厚100mm$162.71$直接工程费$ 576 A11+A12+A13 A1 $576$A1$ 3 0 0 1.1.1 人工费 元 0 0 2255.5 $碎石路面厚100mm$162.71$人工费$ 576 [人工费] A11 $576$A11$ 3 0 0 (1) 技工 工日 0.90000000000000002220446049250313080847263336181640625 65 58.5 65 0 $900010$65$ A $576$A$ 576 120479 0 0 (2) 普工 工日 43.93999999999999772626324556767940521240234375 50 2197 50 0 $900020$50$ A $576$A$ 576 120480 0 0 1.1.2 材料费 元 0 0 7211.399999999999636202119290828704833984375 $碎石路面厚100mm$162.71$材料费$ 576 [材料费] A12 $576$A12$ 3 0 0 (1) 碎石 m3 102 70 7140 101.9800000000000039790393202565610408782958984375 70 $400500132$101.98$ B $576$B$ 576 120481 0 0 (2) 其他材料费 % 1 7140 71.400000000000005684341886080801486968994140625 7140 0 $ST0999$7140$ B $576$B$ 576 120482 0 0 1.1.3 机械使用费 元 0 0 0 $碎石路面厚100mm$162.71$机械使用费$ 576 [机械费] A13 $576$A13$ 3 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 9466.899999999999636202119290828704833984375 435.48000000000001818989403545856475830078125 $碎石路面厚100mm$162.71$措施费$ 576 A1 A2 $576$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 9902.379999999999199644662439823150634765625 1000.1399999999999863575794734060764312744140625 $碎石路面厚100mm$162.71$间接费$ 576 A B $576$B$ 3 0 0 3 利润 % 7 10902.52000000000043655745685100555419921875 763.1799999999999499777914024889469146728515625 $碎石路面厚100mm$162.71$利润$ 576 A+B C $576$C$ 3 0 0 4 主材价差 元 0 0 3261.9600000000000363797880709171295166015625 $碎石路面厚100mm$162.71$主材价差$ 576 [材料价差] D $576$D$ 3 0 0 (1) 碎石 m3 102 31.980000000000000426325641456060111522674560546875 3261.9600000000000363797880709171295166015625 101.9800000000000039790393202565610408782958984375 70 $400500132$101.98$ J $576$J$ 576 120483 0 0 5 主材费 元 0 0 0 $碎石路面厚100mm$162.71$主材费$ 576 [主材费] E $576$E$ 3 0 0 6 价格调节基金 % 0 14927.65999999999985448084771633148193359375 0 $碎石路面厚100mm$162.71$价格调节基金$ 576 A+B+C+D+E F $576$F$ 3 0 0 7 税金 % 9 14927.65999999999985448084771633148193359375 1343.490000000000009094947017729282379150390625 $碎石路面厚100mm$162.71$税金$ 576 A+B+C+D+E+F G $576$G$ 3 0 0 9 临时工程摊销费 % 0 16271.149999999999636202119290828704833984375 0 $碎石路面厚100mm$162.71$临时工程摊销费$ 576 A+B+C+D+E+F+G+H I $576$I$ 3 0 0 10 其他费用摊销 % 0 16271.149999999999636202119290828704833984375 0 $碎石路面厚100mm$162.71$其他费用摊销$ 576 A+B+C+D+E+F+G+H+I J $576$J$ 3 0 0 11 风险费 % 0 16271.149999999999636202119290828704833984375 0 $碎石路面厚100mm$162.71$风险费$ 576 A+B+C+D+E+F+G+H+I+J K $576$K$ 3 0 0 13 工程单价 元 0 0 16271 $碎石路面厚100mm$162.71$工程单价$ 576 A+B+C+D+E+F+G+H+I+J+K+L Z $576$Z$ 3 0 0 附件表三 建筑工程单价表 416 416 单价编号 71 定额编号 3134×0.2+1223×0.2 项目名称 路基土方夯填 单 价 3.49元/m3实方 计算单位 100m3实方 100 416 施工方法 工作内容 单 价: 3.4900000000000002131628207280300557613372802734375 元/m3实方 $路基土方夯填$3.49$ 100 $单价行$ 416 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 265.83999999999997498889570124447345733642578125 $路基土方夯填$3.49$直接费$ 416 A1+A2 A $416$A$ 1 0 0 1.1 直接工程费 元 0 0 254.150000000000005684341886080801486968994140625 $路基土方夯填$3.49$直接工程费$ 416 A11+A12+A13 A1 $416$A1$ 1 0 0 1.1.1 人工费 元 0 0 20.699999999999999289457264239899814128875732421875 $路基土方夯填$3.49$人工费$ 416 [人工费] A11 $416$A11$ 1 0 0 (1) 普工 工日 0.413999999999999979127807137047057040035724639892578125 50 20.699999999999999289457264239899814128875732421875 50 0 $900020$50$ A $416$A$ 416 120484 0 0 1.1.2 材料费 元 0 0 9.0800000000000000710542735760100185871124267578125 $路基土方夯填$3.49$材料费$ 416 [材料费] A12 $416$A12$ 1 0 0 (1) 零星材料费 元 9.0781399999999994321342455805279314517974853515625 1 9.0800000000000000710542735760100185871124267578125 1 0 $ST0998$1$ B $416$B$ 416 120489 0 0 1.1.3 机械使用费 元 0 0 224.3700000000000045474735088646411895751953125 $路基土方夯填$3.49$机械使用费$ 416 [机械费] A13 $416$A13$ 1 0 0 (1) 挖掘机 1m3 台班 0.035999999999999997279953589668366475962102413177490234375 920.624000000000023646862246096134185791015625 33.1400000000000005684341886080801486968994140625 946.847999999999956344254314899444580078125 920.624000000000023646862246096134185791015625 $1003$946.848$ C $416$C$ 416 120490 0 946.847999999999956344254314899444580078125 (2) 内燃压路机 12~15t 台班 0.0859999999999999931166172473240294493734836578369140625 444.6789999999999736246536485850811004638671875 38.24000000000000198951966012828052043914794921875 455.07900000000000773070496506989002227783203125 444.6789999999999736246536485850811004638671875 $1053$455.079$ C $416$C$ 416 120485 0 455.07900000000000773070496506989002227783203125 (3) 推土机 59kw 台班 0.0179999999999999986399767948341832379810512065887451171875 490.58499999999997953636921010911464691162109375 8.8300000000000000710542735760100185871124267578125 505.3690000000000281943357549607753753662109375 490.58499999999997953636921010911464691162109375 $1017$505.369$ C $416$C$ 416 120491 0 505.3690000000000281943357549607753753662109375 (4) 推土机 74kw 台班 0.01600000000000000033306690738754696212708950042724609375 648.51800000000002910383045673370361328125 10.3800000000000007815970093361102044582366943359375 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 $1018$667.174$ C $416$C$ 416 120486 0 667.1739999999999781721271574497222900390625 (5) 蛙式打夯机 2.8kw 台班 0.0340000000000000024424906541753443889319896697998046875 143.9089999999999918145476840436458587646484375 4.88999999999999968025576890795491635799407958984375 143.9089999999999918145476840436458587646484375 143.9089999999999918145476840436458587646484375 $1056$143.909$ C $416$C$ 416 120487 0 143.907999999999987039700499735772609710693359375 (6) 自卸汽车 8t 台班 0.2359999999999999875655021241982467472553253173828125 520.8500000000000227373675443232059478759765625 122.9200000000000017053025658242404460906982421875 537.8229999999999790816218592226505279541015625 520.8500000000000227373675443232059478759765625 $3014$537.823$ C $416$C$ 416 120492 0 537.8229999999999790816218592226505279541015625 (7) 刨毛机 台班 0.01600000000000000033306690738754696212708950042724609375 373.2640000000000100044417195022106170654296875 5.96999999999999975131004248396493494510650634765625 385.10399999999998499333742074668407440185546875 373.2640000000000100044417195022106170654296875 $1055$385.104$ C $416$C$ 416 120488 0 385.10399999999998499333742074668407440185546875 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 254.150000000000005684341886080801486968994140625 11.6899999999999995026200849679298698902130126953125 $路基土方夯填$3.49$措施费$ 416 A1 A2 $416$A2$ 1 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 265.83999999999997498889570124447345733642578125 26.85000000000000142108547152020037174224853515625 $路基土方夯填$3.49$间接费$ 416 A B $416$B$ 1 0 0 3 利润 % 7 292.68999999999999772626324556767940521240234375 20.489999999999998436805981327779591083526611328125 $路基土方夯填$3.49$利润$ 416 A+B C $416$C$ 1 0 0 4 主材价差 元 0 0 6.5999999999999996447286321199499070644378662109375 $路基土方夯填$3.49$主材价差$ 416 [材料价差] D $416$D$ 1 0 0 (1) 柴油 kg 20.6190399999999982583176461048424243927001953125 0.320000000000000006661338147750939242541790008544921875 6.5999999999999996447286321199499070644378662109375 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $416$J$ 416 120493 0 0 5 主材费 元 0 0 0 $路基土方夯填$3.49$主材费$ 416 [主材费] E $416$E$ 1 0 0 6 价格调节基金 % 0 319.779999999999972715158946812152862548828125 0 $路基土方夯填$3.49$价格调节基金$ 416 A+B+C+D+E F $416$F$ 1 0 0 7 税金 % 9 319.779999999999972715158946812152862548828125 28.780000000000001136868377216160297393798828125 $路基土方夯填$3.49$税金$ 416 A+B+C+D+E+F G $416$G$ 1 0 0 9 临时工程摊销费 % 0 348.56000000000000227373675443232059478759765625 0 $路基土方夯填$3.49$临时工程摊销费$ 416 A+B+C+D+E+F+G+H I $416$I$ 1 0 0 10 其他费用摊销 % 0 348.56000000000000227373675443232059478759765625 0 $路基土方夯填$3.49$其他费用摊销$ 416 A+B+C+D+E+F+G+H+I J $416$J$ 1 0 0 11 风险费 % 0 348.56000000000000227373675443232059478759765625 0 $路基土方夯填$3.49$风险费$ 416 A+B+C+D+E+F+G+H+I+J K $416$K$ 1 0 0 13 工程单价 元 0 0 349 $路基土方夯填$3.49$工程单价$ 416 A+B+C+D+E+F+G+H+I+J+K+L Z $416$Z$ 1 0 0 附件表三 建筑工程单价表 423 423 单价编号 72 定额编号 4045+4200×1.03+40170×1.03 项目名称 C15砼路面 单 价 554.22元/m3 计算单位 100m3 100 423 施工方法 工作内容 单 价: 554.220000000000027284841053187847137451171875 元/m3 $C15砼路面$554.22$ 100 $单价行$ 423 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 32882.8199999999997089616954326629638671875 $C15砼路面$554.22$直接费$ 423 A1+A2 A $423$A$ 5 0 0 1.1 直接工程费 元 0 0 31436.72999999999956344254314899444580078125 $C15砼路面$554.22$直接工程费$ 423 A11+A12+A13 A1 $423$A1$ 5 0 0 1.1.1 人工费 元 0 0 10492.100000000000363797880709171295166015625 $C15砼路面$554.22$人工费$ 423 [人工费] A11 $423$A11$ 5 0 0 (1) 技工 工日 55.71029999999999660076355212368071079254150390625 65 3621.170000000000072759576141834259033203125 65 0 $900010$65$ A $423$A$ 423 120503 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $423$A$ 423 120514 0 0 (3) 普工 工日 47.30669999999999930651028989814221858978271484375 50 2365.34000000000014551915228366851806640625 50 0 $900020$50$ A $423$A$ 423 120504 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $423$A$ 423 120515 0 0 1.1.2 材料费 元 0 0 19522.45000000000072759576141834259033203125 $C15砼路面$554.22$材料费$ 423 [材料费] A12 $423$A12$ 5 0 0 (1) 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 103 184.27899999999999636202119290828704833984375 18980.74000000000160071067512035369873046875 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 $306-5$298.414$ B $423$B$ 423 120505 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $423$B$ 423 120513 0 0 (3) 水 m3 130 2.29000000000000003552713678800500929355621337890625 297.69999999999998863131622783839702606201171875 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $423$B$ 423 120506 0 0 (4) 其他材料费 元 192.78440000000000509317032992839813232421875 1 192.780000000000001136868377216160297393798828125 1 0 $ST0999$1$ B $423$B$ 423 120509 0 0 1.1.3 机械使用费 元 0 0 1422.180000000000063664629124104976654052734375 $C15砼路面$554.22$机械使用费$ 423 [机械费] A13 $423$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $423$C$ 423 120511 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $423$C$ 423 120516 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $423$C$ 423 120512 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 6.67999999999999971578290569595992565155029296875 10.2919999999999998152588887023739516735076904296875 68.75 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $423$C$ 423 120507 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 3.910000000000000142108547152020037174224853515625 203.3410000000000081854523159563541412353515625 795.05999999999994543031789362430572509765625 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $423$C$ 423 120508 0 203.342000000000012960299500264227390289306640625 (6) 其他机械费 元 25.914300000000000778754838393069803714752197265625 1 25.910000000000000142108547152020037174224853515625 1 0 $ST9999$1$ C $423$C$ 423 120510 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 31436.72999999999956344254314899444580078125 1446.089999999999918145476840436458587646484375 $C15砼路面$554.22$措施费$ 423 A1 A2 $423$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 32882.8199999999997089616954326629638671875 3649.989999999999781721271574497222900390625 $C15砼路面$554.22$间接费$ 423 A B $423$B$ 5 0 0 3 利润 % 7 36532.8099999999976716935634613037109375 2557.3000000000001818989403545856475830078125 $C15砼路面$554.22$利润$ 423 A+B C $423$C$ 5 0 0 4 主材价差 元 0 0 11755.889999999999417923390865325927734375 $C15砼路面$554.22$主材价差$ 423 [材料价差] D $423$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $423$J$ 423 120517 0 0 (2) 水泥42.5 kg 25230.591599999999743886291980743408203125 0.1459999999999999908961711980737163685262203216552734375 3683.670000000000072759576141834259033203125 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $423$J$ 423 120519 0 0 (3) 中砂 m3 57.7417999999999977944753482006490230560302734375 91.7999999999999971578290569595992565155029296875 5300.6999999999998181010596454143524169921875 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $423$J$ 423 120518 0 0 5 主材费 元 0 0 0 $C15砼路面$554.22$主材费$ 423 [主材费] E $423$E$ 5 0 0 6 价格调节基金 % 0 50846 0 $C15砼路面$554.22$价格调节基金$ 423 A+B+C+D+E F $423$F$ 5 0 0 7 税金 % 9 50846 4576.1400000000003274180926382541656494140625 $C15砼路面$554.22$税金$ 423 A+B+C+D+E+F G $423$G$ 5 0 0 9 临时工程摊销费 % 0 55422.139999999999417923390865325927734375 0 $C15砼路面$554.22$临时工程摊销费$ 423 A+B+C+D+E+F+G+H I $423$I$ 5 0 0 10 其他费用摊销 % 0 55422.139999999999417923390865325927734375 0 $C15砼路面$554.22$其他费用摊销$ 423 A+B+C+D+E+F+G+H+I J $423$J$ 5 0 0 11 风险费 % 0 55422.139999999999417923390865325927734375 0 $C15砼路面$554.22$风险费$ 423 A+B+C+D+E+F+G+H+I+J K $423$K$ 5 0 0 13 工程单价 元 0 0 55422 $C15砼路面$554.22$工程单价$ 423 A+B+C+D+E+F+G+H+I+J+K+L Z $423$Z$ 5 0 0 附件表三 建筑工程单价表 427 427 单价编号 73 定额编号 10331 项目名称 原土夯实 单 价 5.56元/m2 计算单位 100m2 100 427 施工方法 工作内容 单 价: 5.55999999999999960920149533194489777088165283203125 元/m2 $原土夯实$5.56$ 100 $单价行$ 427 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 432.68000000000000682121026329696178436279296875 $原土夯实$5.56$直接费$ 427 A1+A2 A $427$A$ 3 0 0 1.1 直接工程费 元 0 0 413.6499999999999772626324556767940521240234375 $原土夯实$5.56$直接工程费$ 427 A11+A12+A13 A1 $427$A1$ 3 0 0 1.1.1 人工费 元 0 0 183.340000000000003410605131648480892181396484375 $原土夯实$5.56$人工费$ 427 [人工费] A11 $427$A11$ 3 0 0 (1) 甲类工 工日 0.200000000000000011102230246251565404236316680908203125 65 13 65 0 $T1$65$ A $427$A$ 427 120520 0 0 (2) 乙类工 工日 3.29999999999999982236431605997495353221893310546875 50 165 50 0 $T2$50$ A $427$A$ 427 120521 0 0 (3) 其他人工费 % 3 178 5.339999999999999857891452847979962825775146484375 178 0 $T9995$178$ A $427$A$ 427 120523 0 0 1.1.2 材料费 元 0 0 0 $原土夯实$5.56$材料费$ 427 [材料费] A12 $427$A12$ 3 0 0 (1) 其他材料费 % 3 0 0 0 0 $ST0999$0$ B $427$B$ 427 120524 0 0 1.1.3 机械使用费 元 0 0 230.31000000000000227373675443232059478759765625 $原土夯实$5.56$机械使用费$ 427 [机械费] A13 $427$A13$ 3 0 0 (1) 蛙式打夯机2.8kw 台班 1.5 149.068999999999988403942552395164966583251953125 223.599999999999994315658113919198513031005859375 149.068999999999988403942552395164966583251953125 149.068999999999988403942552395164966583251953125 $T1039$149.069$ C $427$C$ 427 120522 0 149.068999999999988403942552395164966583251953125 (2) 其他机械使用费 % 3 223.599999999999994315658113919198513031005859375 6.70999999999999996447286321199499070644378662109375 223.599999999999994315658113919198513031005859375 0 $T9997$223.6$ C $427$C$ 427 120525 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 413.6499999999999772626324556767940521240234375 19.030000000000001136868377216160297393798828125 $原土夯实$5.56$措施费$ 427 A1 A2 $427$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 432.68000000000000682121026329696178436279296875 43.7000000000000028421709430404007434844970703125 $原土夯实$5.56$间接费$ 427 A B $427$B$ 3 0 0 3 利润 % 7 476.3799999999999954525264911353588104248046875 33.35000000000000142108547152020037174224853515625 $原土夯实$5.56$利润$ 427 A+B C $427$C$ 3 0 0 4 主材价差 元 0 0 0 $原土夯实$5.56$主材价差$ 427 [材料价差] D $427$D$ 3 0 0 5 主材费 元 0 0 0 $原土夯实$5.56$主材费$ 427 [主材费] E $427$E$ 3 0 0 6 价格调节基金 % 0 509.73000000000001818989403545856475830078125 0 $原土夯实$5.56$价格调节基金$ 427 A+B+C+D+E F $427$F$ 3 0 0 7 税金 % 9 509.73000000000001818989403545856475830078125 45.88000000000000255795384873636066913604736328125 $原土夯实$5.56$税金$ 427 A+B+C+D+E+F G $427$G$ 3 0 0 9 临时工程摊销费 % 0 555.6100000000000136424205265939235687255859375 0 $原土夯实$5.56$临时工程摊销费$ 427 A+B+C+D+E+F+G+H I $427$I$ 3 0 0 10 其他费用摊销 % 0 555.6100000000000136424205265939235687255859375 0 $原土夯实$5.56$其他费用摊销$ 427 A+B+C+D+E+F+G+H+I J $427$J$ 3 0 0 11 风险费 % 0 555.6100000000000136424205265939235687255859375 0 $原土夯实$5.56$风险费$ 427 A+B+C+D+E+F+G+H+I+J K $427$K$ 3 0 0 13 工程单价 元 0 0 556 $原土夯实$5.56$工程单价$ 427 A+B+C+D+E+F+G+H+I+J+K+L Z $427$Z$ 3 0 0 附件表三 建筑工程单价表 436 436 单价编号 74 定额编号 3150 项目名称 土方回填 单 价 2.06元/m3实方 计算单位 100m3实方 100 436 施工方法 工作内容 单 价: 2.060000000000000053290705182007513940334320068359375 元/m3实方 $土方回填$2.06$ 100 $单价行$ 436 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 159.490000000000009094947017729282379150390625 $土方回填$2.06$直接费$ 436 A1+A2 A $436$A$ 3 0 0 1.1 直接工程费 元 0 0 152.479999999999989768184605054557323455810546875 $土方回填$2.06$直接工程费$ 436 A11+A12+A13 A1 $436$A1$ 3 0 0 1.1.1 人工费 元 0 0 100.599999999999994315658113919198513031005859375 $土方回填$2.06$人工费$ 436 [人工费] A11 $436$A11$ 3 0 0 (1) 技工 工日 0.040000000000000000832667268468867405317723751068115234375 65 2.600000000000000088817841970012523233890533447265625 65 0 $900010$65$ A $436$A$ 436 120531 0 0 (2) 普工 工日 1.95999999999999996447286321199499070644378662109375 50 98 50 0 $900020$50$ A $436$A$ 436 120532 0 0 1.1.2 材料费 元 0 0 0 $土方回填$2.06$材料费$ 436 [材料费] A12 $436$A12$ 3 0 0 (1) 其他材料费 % 1 0 0 0 0 $ST0999$0$ B $436$B$ 436 120534 0 0 1.1.3 机械使用费 元 0 0 51.88000000000000255795384873636066913604736328125 $土方回填$2.06$机械使用费$ 436 [机械费] A13 $436$A13$ 3 0 0 (1) 推土机 74kw 台班 0.08000000000000000166533453693773481063544750213623046875 648.51800000000002910383045673370361328125 51.88000000000000255795384873636066913604736328125 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 $1018$667.174$ C $436$C$ 436 120533 0 667.1739999999999781721271574497222900390625 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 152.479999999999989768184605054557323455810546875 7.0099999999999997868371792719699442386627197265625 $土方回填$2.06$措施费$ 436 A1 A2 $436$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 159.490000000000009094947017729282379150390625 16.1099999999999994315658113919198513031005859375 $土方回填$2.06$间接费$ 436 A B $436$B$ 3 0 0 3 利润 % 7 175.599999999999994315658113919198513031005859375 12.28999999999999914734871708787977695465087890625 $土方回填$2.06$利润$ 436 A+B C $436$C$ 3 0 0 4 主材价差 元 0 0 1.4899999999999999911182158029987476766109466552734375 $土方回填$2.06$主材价差$ 436 [材料价差] D $436$D$ 3 0 0 (1) 柴油 kg 4.6639999999999997015720509807579219341278076171875 0.320000000000000006661338147750939242541790008544921875 1.4899999999999999911182158029987476766109466552734375 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $436$J$ 436 120535 0 0 5 主材费 元 0 0 0 $土方回填$2.06$主材费$ 436 [主材费] E $436$E$ 3 0 0 6 价格调节基金 % 0 189.3799999999999954525264911353588104248046875 0 $土方回填$2.06$价格调节基金$ 436 A+B+C+D+E F $436$F$ 3 0 0 7 税金 % 9 189.3799999999999954525264911353588104248046875 17.03999999999999914734871708787977695465087890625 $土方回填$2.06$税金$ 436 A+B+C+D+E+F G $436$G$ 3 0 0 9 临时工程摊销费 % 0 206.419999999999987494447850622236728668212890625 0 $土方回填$2.06$临时工程摊销费$ 436 A+B+C+D+E+F+G+H I $436$I$ 3 0 0 10 其他费用摊销 % 0 206.419999999999987494447850622236728668212890625 0 $土方回填$2.06$其他费用摊销$ 436 A+B+C+D+E+F+G+H+I J $436$J$ 3 0 0 11 风险费 % 0 206.419999999999987494447850622236728668212890625 0 $土方回填$2.06$风险费$ 436 A+B+C+D+E+F+G+H+I+J K $436$K$ 3 0 0 13 工程单价 元 0 0 206 $土方回填$2.06$工程单价$ 436 A+B+C+D+E+F+G+H+I+J+K+L Z $436$Z$ 3 0 0 附件表三 建筑工程单价表 438 438 单价编号 75 定额编号 3134×0.2+1223×0.2 项目名称 路基土方夯填200mm 单 价 3.49元/m3实方 计算单位 100m3实方 100 438 施工方法 工作内容 单 价: 3.4900000000000002131628207280300557613372802734375 元/m3实方 $路基土方夯填200mm$3.49$ 100 $单价行$ 438 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 265.83999999999997498889570124447345733642578125 $路基土方夯填200mm$3.49$直接费$ 438 A1+A2 A $438$A$ 1 0 0 1.1 直接工程费 元 0 0 254.150000000000005684341886080801486968994140625 $路基土方夯填200mm$3.49$直接工程费$ 438 A11+A12+A13 A1 $438$A1$ 1 0 0 1.1.1 人工费 元 0 0 20.699999999999999289457264239899814128875732421875 $路基土方夯填200mm$3.49$人工费$ 438 [人工费] A11 $438$A11$ 1 0 0 (1) 普工 工日 0.413999999999999979127807137047057040035724639892578125 50 20.699999999999999289457264239899814128875732421875 50 0 $900020$50$ A $438$A$ 438 120536 0 0 1.1.2 材料费 元 0 0 9.0800000000000000710542735760100185871124267578125 $路基土方夯填200mm$3.49$材料费$ 438 [材料费] A12 $438$A12$ 1 0 0 (1) 零星材料费 元 9.0781399999999994321342455805279314517974853515625 1 9.0800000000000000710542735760100185871124267578125 1 0 $ST0998$1$ B $438$B$ 438 120541 0 0 1.1.3 机械使用费 元 0 0 224.3700000000000045474735088646411895751953125 $路基土方夯填200mm$3.49$机械使用费$ 438 [机械费] A13 $438$A13$ 1 0 0 (1) 挖掘机 1m3 台班 0.035999999999999997279953589668366475962102413177490234375 920.624000000000023646862246096134185791015625 33.1400000000000005684341886080801486968994140625 946.847999999999956344254314899444580078125 920.624000000000023646862246096134185791015625 $1003$946.848$ C $438$C$ 438 120542 0 946.847999999999956344254314899444580078125 (2) 内燃压路机 12~15t 台班 0.0859999999999999931166172473240294493734836578369140625 444.6789999999999736246536485850811004638671875 38.24000000000000198951966012828052043914794921875 455.07900000000000773070496506989002227783203125 444.6789999999999736246536485850811004638671875 $1053$455.079$ C $438$C$ 438 120537 0 455.07900000000000773070496506989002227783203125 (3) 推土机 59kw 台班 0.0179999999999999986399767948341832379810512065887451171875 490.58499999999997953636921010911464691162109375 8.8300000000000000710542735760100185871124267578125 505.3690000000000281943357549607753753662109375 490.58499999999997953636921010911464691162109375 $1017$505.369$ C $438$C$ 438 120543 0 505.3690000000000281943357549607753753662109375 (4) 推土机 74kw 台班 0.01600000000000000033306690738754696212708950042724609375 648.51800000000002910383045673370361328125 10.3800000000000007815970093361102044582366943359375 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 $1018$667.174$ C $438$C$ 438 120538 0 667.1739999999999781721271574497222900390625 (5) 蛙式打夯机 2.8kw 台班 0.0340000000000000024424906541753443889319896697998046875 143.9089999999999918145476840436458587646484375 4.88999999999999968025576890795491635799407958984375 143.9089999999999918145476840436458587646484375 143.9089999999999918145476840436458587646484375 $1056$143.909$ C $438$C$ 438 120539 0 143.907999999999987039700499735772609710693359375 (6) 自卸汽车 8t 台班 0.2359999999999999875655021241982467472553253173828125 520.8500000000000227373675443232059478759765625 122.9200000000000017053025658242404460906982421875 537.8229999999999790816218592226505279541015625 520.8500000000000227373675443232059478759765625 $3014$537.823$ C $438$C$ 438 120544 0 537.8229999999999790816218592226505279541015625 (7) 刨毛机 台班 0.01600000000000000033306690738754696212708950042724609375 373.2640000000000100044417195022106170654296875 5.96999999999999975131004248396493494510650634765625 385.10399999999998499333742074668407440185546875 373.2640000000000100044417195022106170654296875 $1055$385.104$ C $438$C$ 438 120540 0 385.10399999999998499333742074668407440185546875 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 254.150000000000005684341886080801486968994140625 11.6899999999999995026200849679298698902130126953125 $路基土方夯填200mm$3.49$措施费$ 438 A1 A2 $438$A2$ 1 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 265.83999999999997498889570124447345733642578125 26.85000000000000142108547152020037174224853515625 $路基土方夯填200mm$3.49$间接费$ 438 A B $438$B$ 1 0 0 3 利润 % 7 292.68999999999999772626324556767940521240234375 20.489999999999998436805981327779591083526611328125 $路基土方夯填200mm$3.49$利润$ 438 A+B C $438$C$ 1 0 0 4 主材价差 元 0 0 6.5999999999999996447286321199499070644378662109375 $路基土方夯填200mm$3.49$主材价差$ 438 [材料价差] D $438$D$ 1 0 0 (1) 柴油 kg 20.6190399999999982583176461048424243927001953125 0.320000000000000006661338147750939242541790008544921875 6.5999999999999996447286321199499070644378662109375 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $438$J$ 438 120545 0 0 5 主材费 元 0 0 0 $路基土方夯填200mm$3.49$主材费$ 438 [主材费] E $438$E$ 1 0 0 6 价格调节基金 % 0 319.779999999999972715158946812152862548828125 0 $路基土方夯填200mm$3.49$价格调节基金$ 438 A+B+C+D+E F $438$F$ 1 0 0 7 税金 % 9 319.779999999999972715158946812152862548828125 28.780000000000001136868377216160297393798828125 $路基土方夯填200mm$3.49$税金$ 438 A+B+C+D+E+F G $438$G$ 1 0 0 9 临时工程摊销费 % 0 348.56000000000000227373675443232059478759765625 0 $路基土方夯填200mm$3.49$临时工程摊销费$ 438 A+B+C+D+E+F+G+H I $438$I$ 1 0 0 10 其他费用摊销 % 0 348.56000000000000227373675443232059478759765625 0 $路基土方夯填200mm$3.49$其他费用摊销$ 438 A+B+C+D+E+F+G+H+I J $438$J$ 1 0 0 11 风险费 % 0 348.56000000000000227373675443232059478759765625 0 $路基土方夯填200mm$3.49$风险费$ 438 A+B+C+D+E+F+G+H+I+J K $438$K$ 1 0 0 13 工程单价 元 0 0 349 $路基土方夯填200mm$3.49$工程单价$ 438 A+B+C+D+E+F+G+H+I+J+K+L Z $438$Z$ 1 0 0 附件表三 建筑工程单价表 441 441 单价编号 76 定额编号 80023T 项目名称 砂碎石路面厚100mm 单 价 16.65元/m2 计算单位 1000m2 1000 441 施工方法 工作内容 单 价: 16.64999999999999857891452847979962825775146484375 元/m2 $砂碎石路面厚100mm$16.65$ 1000 $单价行$ 441 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 10137.850000000000363797880709171295166015625 $砂碎石路面厚100mm$16.65$直接费$ 441 A1+A2 A $441$A$ 3 0 0 1.1 直接工程费 元 0 0 9692.02000000000043655745685100555419921875 $砂碎石路面厚100mm$16.65$直接工程费$ 441 A11+A12+A13 A1 $441$A1$ 3 0 0 1.1.1 人工费 元 0 0 977.3600000000000136424205265939235687255859375 $砂碎石路面厚100mm$16.65$人工费$ 441 [人工费] A11 $441$A11$ 3 0 0 (1) 甲类工 工日 1.5 65 97.5 65 0 $T1$65$ A $441$A$ 441 120546 0 0 (2) 乙类工 工日 17.5 50 875 50 0 $T2$50$ A $441$A$ 441 120547 0 0 (3) 其他人工费 % 0.5 972.5 4.86000000000000031974423109204508364200592041015625 972.5 0 $T9995$972.5$ A $441$A$ 441 120554 0 0 1.1.2 材料费 元 0 0 7409.9300000000002910383045673370361328125 $砂碎石路面厚100mm$16.65$材料费$ 441 [材料费] A12 $441$A12$ 3 0 0 (1) 水 m3 40 2.29000000000000003552713678800500929355621337890625 91.599999999999994315658113919198513031005859375 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $441$B$ 441 120548 0 0 (2) 砂 m3 36 70 2520 161.80000000000001136868377216160297393798828125 70 $001910$161.8$ B $441$B$ 441 120549 0 0 (3) 砾石 m3 94.099999999999994315658113919198513031005859375 50.60000000000000142108547152020037174224853515625 4761.4600000000000363797880709171295166015625 50.60000000000000142108547152020037174224853515625 0 $400500113$50.6$ B $441$B$ 441 120550 0 0 (4) 其他材料费 % 0.5 7373.0600000000004001776687800884246826171875 36.86999999999999744204615126363933086395263671875 7373.0600000000004001776687800884246826171875 0 $ST0999$7373.06$ B $441$B$ 441 120555 0 0 1.1.3 机械使用费 元 0 0 1304.73000000000001818989403545856475830078125 $砂碎石路面厚100mm$16.65$机械使用费$ 441 [机械费] A13 $441$A13$ 3 0 0 (1) 内燃压路机6~8t 台班 2.399999999999999911182158029987476766109466552734375 301.4750000000000227373675443232059478759765625 723.5399999999999636202119290828704833984375 309.154999999999972715158946812152862548828125 301.4750000000000227373675443232059478759765625 $T1036$309.155$ C $441$C$ 441 120551 0 309.154999999999972715158946812152862548828125 (2) 自行式平地机118kw 台班 0.40000000000000002220446049250313080847263336181640625 856.0359999999999445208231918513774871826171875 342.41000000000002501110429875552654266357421875 884.1960000000000263753463514149188995361328125 856.0359999999999445208231918513774871826171875 $T1031$884.196$ C $441$C$ 441 120552 0 884.1960000000000263753463514149188995361328125 (3) 洒水车4800L 台班 0.59999999999999997779553950749686919152736663818359375 387.14600000000001500666257925331592559814453125 232.289999999999992041921359486877918243408203125 387.14600000000001500666257925331592559814453125 387.14600000000001500666257925331592559814453125 $T4038$387.146$ C $441$C$ 441 120553 0 387.14600000000001500666257925331592559814453125 (4) 其他机械使用费 % 0.5 1298.240000000000009094947017729282379150390625 6.4900000000000002131628207280300557613372802734375 1298.240000000000009094947017729282379150390625 0 $T9997$1298.24$ C $441$C$ 441 120556 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 9692.02000000000043655745685100555419921875 445.82999999999998408384271897375583648681640625 $砂碎石路面厚100mm$16.65$措施费$ 441 A1 A2 $441$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 10137.850000000000363797880709171295166015625 1023.9199999999999590727384202182292938232421875 $砂碎石路面厚100mm$16.65$间接费$ 441 A B $441$B$ 3 0 0 3 利润 % 7 11161.77000000000043655745685100555419921875 781.3200000000000500222085975110530853271484375 $砂碎石路面厚100mm$16.65$利润$ 441 A+B C $441$C$ 3 0 0 4 主材价差 元 0 0 3334.5 $砂碎石路面厚100mm$16.65$主材价差$ 441 [材料价差] D $441$D$ 3 0 0 (1) 砂 m3 36 91.7999999999999971578290569595992565155029296875 3304.8000000000001818989403545856475830078125 161.80000000000001136868377216160297393798828125 70 $001910$161.8$ J $441$J$ 441 120557 0 0 (2) 柴油 kg 92.7999999999999971578290569595992565155029296875 0.320000000000000006661338147750939242541790008544921875 29.699999999999999289457264239899814128875732421875 5.32000000000000028421709430404007434844970703125 5 $480100002$5.32$ J $441$J$ 441 120558 0 0 5 主材费 元 0 0 0 $砂碎石路面厚100mm$16.65$主材费$ 441 [主材费] E $441$E$ 3 0 0 6 价格调节基金 % 0 15277.59000000000014551915228366851806640625 0 $砂碎石路面厚100mm$16.65$价格调节基金$ 441 A+B+C+D+E F $441$F$ 3 0 0 7 税金 % 9 15277.59000000000014551915228366851806640625 1374.98000000000001818989403545856475830078125 $砂碎石路面厚100mm$16.65$税金$ 441 A+B+C+D+E+F G $441$G$ 3 0 0 9 临时工程摊销费 % 0 16652.5699999999997089616954326629638671875 0 $砂碎石路面厚100mm$16.65$临时工程摊销费$ 441 A+B+C+D+E+F+G+H I $441$I$ 3 0 0 10 其他费用摊销 % 0 16652.5699999999997089616954326629638671875 0 $砂碎石路面厚100mm$16.65$其他费用摊销$ 441 A+B+C+D+E+F+G+H+I J $441$J$ 3 0 0 11 风险费 % 0 16652.5699999999997089616954326629638671875 0 $砂碎石路面厚100mm$16.65$风险费$ 441 A+B+C+D+E+F+G+H+I+J K $441$K$ 3 0 0 13 工程单价 元 0 0 16650 $砂碎石路面厚100mm$16.65$工程单价$ 441 A+B+C+D+E+F+G+H+I+J+K+L Z $441$Z$ 3 0 0 附件表三 建筑工程单价表 458 458 单价编号 77 定额编号 4065T+4200×1.030×0.8+40170×0.824 项目名称 C25埋石混凝土(埋石率20%) 单 价 527.96元/m3 计算单位 100m3 100 458 施工方法 工作内容 单 价: 527.9600000000000363797880709171295166015625 元/m3 $C25埋石混凝土(埋石率20%)$527.96$ 100 $单价行$ 458 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 31829.25 $C25埋石混凝土(埋石率20%)$527.96$直接费$ 458 A1+A2 A $458$A$ 5 0 0 1.1 直接工程费 元 0 0 30429.49000000000160071067512035369873046875 $C25埋石混凝土(埋石率20%)$527.96$直接工程费$ 458 A11+A12+A13 A1 $458$A1$ 5 0 0 1.1.1 人工费 元 0 0 7743.3800000000001091393642127513885498046875 $C25埋石混凝土(埋石率20%)$527.96$人工费$ 458 [人工费] A11 $458$A11$ 5 0 0 (1) 技工 工日 36.168239999999997280610841698944568634033203125 65 2350.94000000000005456968210637569427490234375 65 0 $900010$65$ A $458$A$ 458 120603 0 0 (2) 乙类工 工日 69.0511999999999943611328490078449249267578125 50 3452.55999999999994543031789362430572509765625 50 0 $T2$50$ A $458$A$ 458 120616 0 0 (3) 普工 工日 35.7593600000000009231371222995221614837646484375 50 1787.970000000000027284841053187847137451171875 50 0 $900020$50$ A $458$A$ 458 120604 0 0 (4) 其他人工费 元 151.91264000000001033185981214046478271484375 1 151.909999999999996589394868351519107818603515625 1 0 $T9995$1$ A $458$A$ 458 120617 0 0 1.1.2 材料费 元 0 0 20951.77999999999883584678173065185546875 $C25埋石混凝土(埋石率20%)$527.96$材料费$ 458 [材料费] A12 $458$A12$ 5 0 0 (1) 毛石 m3 34.81400000000000005684341886080801486968994140625 70 2436.98000000000001818989403545856475830078125 78.4500000000000028421709430404007434844970703125 70 $901190$78.45$ B $458$B$ 458 120605 0 0 (2) 零星材料费 元 40.9874099999999970123099046759307384490966796875 1 40.99000000000000198951966012828052043914794921875 1 0 $ST0998$1$ B $458$B$ 458 120615 0 0 (3) 纯混凝土 C25 42.5水泥 2级配 中砂 碎石 ≤4cm m3 82.400000000000005684341886080801486968994140625 215.330000000000012505552149377763271331787109375 17743.18999999999869032762944698333740234375 340.3890000000000100044417195022106170654296875 215.330000000000012505552149377763271331787109375 $022-5$340.389$ B $458$B$ 458 120606 0 0 (4) 水 m3 140 2.29000000000000003552713678800500929355621337890625 320.6000000000000227373675443232059478759765625 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $458$B$ 458 120607 0 0 (5) 其他材料费 元 410.015399999999999636202119290828704833984375 1 410.01999999999998181010596454143524169921875 1 0 $ST0999$1$ B $458$B$ 458 120611 0 0 1.1.3 机械使用费 元 0 0 1734.329999999999927240423858165740966796875 $C25埋石混凝土(埋石率20%)$527.96$机械使用费$ 458 [机械费] A13 $458$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 2.471999999999999975131004248396493494510650634765625 149.70900000000000318323145620524883270263671875 370.07999999999998408384271897375583648681640625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $458$C$ 458 120613 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $458$C$ 458 120618 0 0 (3) 胶轮车 台班 11.395920000000000271711542154662311077117919921875 4.903999999999999914734871708787977695465087890625 55.8900000000000005684341886080801486968994140625 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $458$C$ 458 120614 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 6.67999999999999971578290569595992565155029296875 10.2919999999999998152588887023739516735076904296875 68.75 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $458$C$ 458 120608 0 10.2919999999999998152588887023739516735076904296875 (5) 风(砂)水枪 耗风量6m3/min 台班 1.6699999999999999289457264239899814128875732421875 203.3410000000000081854523159563541412353515625 339.57999999999998408384271897375583648681640625 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $458$C$ 458 120609 0 203.342000000000012960299500264227390289306640625 (6) 混凝土输送泵 30m3/h 台班 1.45999999999999996447286321199499070644378662109375 513.3619999999999663486960344016551971435546875 749.509999999999990905052982270717620849609375 513.3619999999999663486960344016551971435546875 513.3619999999999663486960344016551971435546875 $2024$513.362$ C $458$C$ 458 120610 0 513.3619999999999663486960344016551971435546875 (7) 其他机械费 元 150.51920000000001209627953357994556427001953125 1 150.520000000000010231815394945442676544189453125 1 0 $ST9999$1$ C $458$C$ 458 120612 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 30429.49000000000160071067512035369873046875 1399.759999999999990905052982270717620849609375 $C25埋石混凝土(埋石率20%)$527.96$措施费$ 458 A1 A2 $458$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 31829.25 3533.0500000000001818989403545856475830078125 $C25埋石混凝土(埋石率20%)$527.96$间接费$ 458 A B $458$B$ 5 0 0 3 利润 % 7 35362.300000000002910383045673370361328125 2475.36000000000012732925824820995330810546875 $C25埋石混凝土(埋石率20%)$527.96$利润$ 458 A+B C $458$C$ 5 0 0 4 主材价差 元 0 0 10599.04999999999927240423858165740966796875 $C25埋石混凝土(埋石率20%)$527.96$主材价差$ 458 [材料价差] D $458$D$ 5 0 0 (1) 碎石 ≤4cm m3 69.3313600000000036516212276183068752288818359375 31.980000000000000426325641456060111522674560546875 2217.21999999999979991116560995578765869140625 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $458$J$ 458 120622 0 0 (2) 水泥42.5 kg 28028.60719999999855645000934600830078125 0.1459999999999999908961711980737163685262203216552734375 4092.17999999999983629095368087291717529296875 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $458$J$ 458 120620 0 0 (3) 中砂 m3 43.5236799999999988131094141863286495208740234375 91.7999999999999971578290569595992565155029296875 3995.46999999999979991116560995578765869140625 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $458$J$ 458 120621 0 0 (4) 毛石 m3 34.81400000000000005684341886080801486968994140625 8.449999999999999289457264239899814128875732421875 294.18000000000000682121026329696178436279296875 78.4500000000000028421709430404007434844970703125 70 $901190$78.45$ J $458$J$ 458 120619 0 0 5 主材费 元 0 0 0 $C25埋石混凝土(埋石率20%)$527.96$主材费$ 458 [主材费] E $458$E$ 5 0 0 6 价格调节基金 % 0 48436.7099999999991268850862979888916015625 0 $C25埋石混凝土(埋石率20%)$527.96$价格调节基金$ 458 A+B+C+D+E F $458$F$ 5 0 0 7 税金 % 9 48436.7099999999991268850862979888916015625 4359.3000000000001818989403545856475830078125 $C25埋石混凝土(埋石率20%)$527.96$税金$ 458 A+B+C+D+E+F G $458$G$ 5 0 0 9 临时工程摊销费 % 0 52796.0100000000020372681319713592529296875 0 $C25埋石混凝土(埋石率20%)$527.96$临时工程摊销费$ 458 A+B+C+D+E+F+G+H I $458$I$ 5 0 0 10 其他费用摊销 % 0 52796.0100000000020372681319713592529296875 0 $C25埋石混凝土(埋石率20%)$527.96$其他费用摊销$ 458 A+B+C+D+E+F+G+H+I J $458$J$ 5 0 0 11 风险费 % 0 52796.0100000000020372681319713592529296875 0 $C25埋石混凝土(埋石率20%)$527.96$风险费$ 458 A+B+C+D+E+F+G+H+I+J K $458$K$ 5 0 0 13 工程单价 元 0 0 52796 $C25埋石混凝土(埋石率20%)$527.96$工程单价$ 458 A+B+C+D+E+F+G+H+I+J+K+L Z $458$Z$ 5 0 0 附件表三 建筑工程单价表 462 462 单价编号 78 定额编号 4061+4200×1.03+40170×1.03 项目名称 C25混凝土台帽 单 价 576.13元/m3 计算单位 100m3 100 462 施工方法 工作内容 单 价: 576.1299999999999954525264911353588104248046875 元/m3 $C25混凝土台帽$576.13$ 100 $单价行$ 462 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 33627.25 $C25混凝土台帽$576.13$直接费$ 462 A1+A2 A $462$A$ 5 0 0 1.1 直接工程费 元 0 0 32148.419999999998253770172595977783203125 $C25混凝土台帽$576.13$直接工程费$ 462 A11+A12+A13 A1 $462$A1$ 5 0 0 1.1.1 人工费 元 0 0 8372.600000000000363797880709171295166015625 $C25混凝土台帽$576.13$人工费$ 462 [人工费] A11 $462$A11$ 5 0 0 (1) 技工 工日 34.41029999999999944293449516408145427703857421875 65 2236.670000000000072759576141834259033203125 65 0 $900010$65$ A $462$A$ 462 120623 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $462$A$ 462 120635 0 0 (3) 普工 工日 32.60669999999999646433934685774147510528564453125 50 1630.339999999999918145476840436458587646484375 50 0 $900020$50$ A $462$A$ 462 120624 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $462$A$ 462 120636 0 0 1.1.2 材料费 元 0 0 22837.31000000000130967237055301666259765625 $C25混凝土台帽$576.13$材料费$ 462 [材料费] A12 $462$A12$ 5 0 0 (1) 纯混凝土 C25 42.5水泥 2级配 中砂 碎石 ≤4cm m3 103 215.330000000000012505552149377763271331787109375 22178.99000000000160071067512035369873046875 340.3890000000000100044417195022106170654296875 215.330000000000012505552149377763271331787109375 $022-5$340.389$ B $462$B$ 462 120625 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $462$B$ 462 120634 0 0 (3) 水 m3 70 2.29000000000000003552713678800500929355621337890625 160.30000000000001136868377216160297393798828125 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $462$B$ 462 120626 0 0 (4) 其他材料费 元 446.7857999999999947249307297170162200927734375 1 446.79000000000002046363078989088535308837890625 1 0 $ST0999$1$ B $462$B$ 462 120630 0 0 1.1.3 机械使用费 元 0 0 938.509999999999990905052982270717620849609375 $C25混凝土台帽$576.13$机械使用费$ 462 [机械费] A13 $462$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $462$C$ 462 120632 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $462$C$ 462 120637 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $462$C$ 462 120633 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 3.3300000000000000710542735760100185871124267578125 10.2919999999999998152588887023739516735076904296875 34.27000000000000312638803734444081783294677734375 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $462$C$ 462 120627 0 10.2919999999999998152588887023739516735076904296875 (5) 振动器(变频机组) 8.5kW 台班 1.6699999999999999289457264239899814128875732421875 77.1700000000000017053025658242404460906982421875 128.8700000000000045474735088646411895751953125 77.1700000000000017053025658242404460906982421875 77.1700000000000017053025658242404460906982421875 $2032$77.17$ C $462$C$ 462 120628 0 77.1700000000000017053025658242404460906982421875 (6) 风(砂)水枪 耗风量6m3/min 台班 0.89000000000000001332267629550187848508358001708984375 203.3410000000000081854523159563541412353515625 180.969999999999998863131622783839702606201171875 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 $2054$203.341$ C $462$C$ 462 120629 0 203.342000000000012960299500264227390289306640625 (7) 其他机械费 元 61.93979999999999819237928022630512714385986328125 1 61.93999999999999772626324556767940521240234375 1 0 $ST9999$1$ C $462$C$ 462 120631 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 32148.419999999998253770172595977783203125 1478.829999999999927240423858165740966796875 $C25混凝土台帽$576.13$措施费$ 462 A1 A2 $462$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 33627.25 3732.6199999999998908606357872486114501953125 $C25混凝土台帽$576.13$间接费$ 462 A B $462$B$ 5 0 0 3 利润 % 7 37359.8700000000026193447411060333251953125 2615.19000000000005456968210637569427490234375 $C25混凝土台帽$576.13$利润$ 462 A+B C $462$C$ 5 0 0 4 主材价差 元 0 0 12881.079999999999927240423858165740966796875 $C25混凝土台帽$576.13$主材价差$ 462 [材料价差] D $462$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $462$J$ 462 120640 0 0 (2) 水泥42.5 kg 35035.7589999999981955625116825103759765625 0.1459999999999999908961711980737163685262203216552734375 5115.2200000000002546585164964199066162109375 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $462$J$ 462 120638 0 0 (3) 中砂 m3 54.4046000000000020691004465334117412567138671875 91.7999999999999971578290569595992565155029296875 4994.34000000000014551915228366851806640625 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $462$J$ 462 120639 0 0 5 主材费 元 0 0 0 $C25混凝土台帽$576.13$主材费$ 462 [主材费] E $462$E$ 5 0 0 6 价格调节基金 % 0 52856.139999999999417923390865325927734375 0 $C25混凝土台帽$576.13$价格调节基金$ 462 A+B+C+D+E F $462$F$ 5 0 0 7 税金 % 9 52856.139999999999417923390865325927734375 4757.0500000000001818989403545856475830078125 $C25混凝土台帽$576.13$税金$ 462 A+B+C+D+E+F G $462$G$ 5 0 0 9 临时工程摊销费 % 0 57613.1900000000023283064365386962890625 0 $C25混凝土台帽$576.13$临时工程摊销费$ 462 A+B+C+D+E+F+G+H I $462$I$ 5 0 0 10 其他费用摊销 % 0 57613.1900000000023283064365386962890625 0 $C25混凝土台帽$576.13$其他费用摊销$ 462 A+B+C+D+E+F+G+H+I J $462$J$ 5 0 0 11 风险费 % 0 57613.1900000000023283064365386962890625 0 $C25混凝土台帽$576.13$风险费$ 462 A+B+C+D+E+F+G+H+I+J K $462$K$ 5 0 0 13 工程单价 元 0 0 57613 $C25混凝土台帽$576.13$工程单价$ 462 A+B+C+D+E+F+G+H+I+J+K+L Z $462$Z$ 5 0 0 附件表三 建筑工程单价表 466 466 单价编号 79 定额编号 4041+4200×1.03+40170×1.03 项目名称 C25混凝土梁及面板 单 价 602.18元/m3 计算单位 100m3 100 466 施工方法 工作内容 单 价: 602.1799999999999499777914024889469146728515625 元/m3 $C25混凝土梁及面板$602.18$ 100 $单价行$ 466 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 35637.639999999999417923390865325927734375 $C25混凝土梁及面板$602.18$直接费$ 466 A1+A2 A $466$A$ 5 0 0 1.1 直接工程费 元 0 0 34070.4000000000014551915228366851806640625 $C25混凝土梁及面板$602.18$直接工程费$ 466 A11+A12+A13 A1 $466$A1$ 5 0 0 1.1.1 人工费 元 0 0 9969.79999999999927240423858165740966796875 $C25混凝土梁及面板$602.18$人工费$ 466 [人工费] A11 $466$A11$ 5 0 0 (1) 技工 工日 41.99029999999999773763192933984100818634033203125 65 2729.3699999999998908606357872486114501953125 65 0 $900010$65$ A $466$A$ 466 120641 0 0 (2) 乙类工 工日 86.313999999999992951416061259806156158447265625 50 4315.6999999999998181010596454143524169921875 50 0 $T2$50$ A $466$A$ 466 120651 0 0 (3) 普工 工日 54.69669999999999987494447850622236728668212890625 50 2734.84000000000014551915228366851806640625 50 0 $900020$50$ A $466$A$ 466 120642 0 0 (4) 其他人工费 元 189.8908000000000129148247651755809783935546875 1 189.8899999999999863575794734060764312744140625 1 0 $T9995$1$ A $466$A$ 466 120652 0 0 1.1.2 材料费 元 0 0 23498.43999999999869032762944698333740234375 $C25混凝土梁及面板$602.18$材料费$ 466 [材料费] A12 $466$A12$ 5 0 0 (1) 纯混凝土 C25 42.5水泥 2级配 中砂 碎石 ≤4cm m3 103 215.330000000000012505552149377763271331787109375 22178.99000000000160071067512035369873046875 340.3890000000000100044417195022106170654296875 215.330000000000012505552149377763271331787109375 $022-5$340.389$ B $466$B$ 466 120643 0 0 (2) 零星材料费 元 51.23425999999999902456693234853446483612060546875 1 51.22999999999999687361196265555918216705322265625 1 0 $ST0998$1$ B $466$B$ 466 120650 0 0 (3) 水 m3 160 2.29000000000000003552713678800500929355621337890625 366.3999999999999772626324556767940521240234375 2.29000000000000003552713678800500929355621337890625 0 $403100218$2.29$ B $466$B$ 466 120644 0 0 (4) 其他材料费 元 901.8156000000000176441972143948078155517578125 1 901.8200000000000500222085975110530853271484375 1 0 $ST0999$1$ B $466$B$ 466 120646 0 0 1.1.3 机械使用费 元 0 0 602.1599999999999681676854379475116729736328125 $C25混凝土梁及面板$602.18$机械使用费$ 466 [机械费] A13 $466$A13$ 5 0 0 (1) 混凝土搅拌机 0.4m3 台班 3.089999999999999857891452847979962825775146484375 149.70900000000000318323145620524883270263671875 462.6000000000000227373675443232059478759765625 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 $2004$149.709$ C $466$C$ 466 120648 0 149.70900000000000318323145620524883270263671875 (2) 其他机械使用费 元 0 1 0 1 0 $T9997$1$ C $466$C$ 466 120653 0 0 (3) 胶轮车 台班 14.2448999999999994514610079932026565074920654296875 4.903999999999999914734871708787977695465087890625 69.8599999999999994315658113919198513031005859375 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 $3042$4.904$ C $466$C$ 466 120649 0 4.90299999999999958077978590154089033603668212890625 (4) 振动器(插入式) 1.1kW 台班 6.45000000000000017763568394002504646778106689453125 10.2919999999999998152588887023739516735076904296875 66.3799999999999954525264911353588104248046875 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 $2028$10.292$ C $466$C$ 466 120645 0 10.2919999999999998152588887023739516735076904296875 (5) 其他机械费 元 3.31899999999999995026200849679298698902130126953125 1 3.319999999999999840127884453977458178997039794921875 1 0 $ST9999$1$ C $466$C$ 466 120647 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 34070.4000000000014551915228366851806640625 1567.240000000000009094947017729282379150390625 $C25混凝土梁及面板$602.18$措施费$ 466 A1 A2 $466$A2$ 5 0 0 2 间接费 % 11.0999999999999996447286321199499070644378662109375 35637.639999999999417923390865325927734375 3955.78000000000020008883439004421234130859375 $C25混凝土梁及面板$602.18$间接费$ 466 A B $466$B$ 5 0 0 3 利润 % 7 39593.419999999998253770172595977783203125 2771.5399999999999636202119290828704833984375 $C25混凝土梁及面板$602.18$利润$ 466 A+B C $466$C$ 5 0 0 4 主材价差 元 0 0 12881.079999999999927240423858165740966796875 $C25混凝土梁及面板$602.18$主材价差$ 466 [材料价差] D $466$D$ 5 0 0 (1) 碎石 ≤4cm m3 86.66419999999999390638549812138080596923828125 31.980000000000000426325641456060111522674560546875 2771.51999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 $002262$101.98$ J $466$J$ 466 120656 0 0 (2) 水泥42.5 kg 35035.7589999999981955625116825103759765625 0.1459999999999999908961711980737163685262203216552734375 5115.2200000000002546585164964199066162109375 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 $400100002$0.496$ J $466$J$ 466 120654 0 0 (3) 中砂 m3 54.4046000000000020691004465334117412567138671875 91.7999999999999971578290569595992565155029296875 4994.34000000000014551915228366851806640625 161.80000000000001136868377216160297393798828125 70 $400500083$161.8$ J $466$J$ 466 120655 0 0 5 主材费 元 0 0 0 $C25混凝土梁及面板$602.18$主材费$ 466 [主材费] E $466$E$ 5 0 0 6 价格调节基金 % 0 55246.0400000000008731149137020111083984375 0 $C25混凝土梁及面板$602.18$价格调节基金$ 466 A+B+C+D+E F $466$F$ 5 0 0 7 税金 % 9 55246.0400000000008731149137020111083984375 4972.1400000000003274180926382541656494140625 $C25混凝土梁及面板$602.18$税金$ 466 A+B+C+D+E+F G $466$G$ 5 0 0 9 临时工程摊销费 % 0 60218.1800000000002910383045673370361328125 0 $C25混凝土梁及面板$602.18$临时工程摊销费$ 466 A+B+C+D+E+F+G+H I $466$I$ 5 0 0 10 其他费用摊销 % 0 60218.1800000000002910383045673370361328125 0 $C25混凝土梁及面板$602.18$其他费用摊销$ 466 A+B+C+D+E+F+G+H+I J $466$J$ 5 0 0 11 风险费 % 0 60218.1800000000002910383045673370361328125 0 $C25混凝土梁及面板$602.18$风险费$ 466 A+B+C+D+E+F+G+H+I+J K $466$K$ 5 0 0 13 工程单价 元 0 0 60218 $C25混凝土梁及面板$602.18$工程单价$ 466 A+B+C+D+E+F+G+H+I+J+K+L Z $466$Z$ 5 0 0 附件表三 建筑工程单价表 470 470 单价编号 80 定额编号 3002 项目名称 碎石垫层 单 价 162.71元/m3 计算单位 100m3 100 470 施工方法 工作内容 单 价: 162.710000000000007958078640513122081756591796875 元/m3 $碎石垫层$162.71$ 100 $单价行$ 470 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 9902.379999999999199644662439823150634765625 $碎石垫层$162.71$直接费$ 470 A1+A2 A $470$A$ 3 0 0 1.1 直接工程费 元 0 0 9466.899999999999636202119290828704833984375 $碎石垫层$162.71$直接工程费$ 470 A11+A12+A13 A1 $470$A1$ 3 0 0 1.1.1 人工费 元 0 0 2255.5 $碎石垫层$162.71$人工费$ 470 [人工费] A11 $470$A11$ 3 0 0 (1) 技工 工日 0.90000000000000002220446049250313080847263336181640625 65 58.5 65 0 $900010$65$ A $470$A$ 470 120657 0 0 (2) 普工 工日 43.93999999999999772626324556767940521240234375 50 2197 50 0 $900020$50$ A $470$A$ 470 120658 0 0 1.1.2 材料费 元 0 0 7211.399999999999636202119290828704833984375 $碎石垫层$162.71$材料费$ 470 [材料费] A12 $470$A12$ 3 0 0 (1) 碎石 m3 102 70 7140 101.9800000000000039790393202565610408782958984375 70 $400500132$101.98$ B $470$B$ 470 120659 0 0 (2) 其他材料费 % 1 7140 71.400000000000005684341886080801486968994140625 7140 0 $ST0999$7140$ B $470$B$ 470 120660 0 0 1.1.3 机械使用费 元 0 0 0 $碎石垫层$162.71$机械使用费$ 470 [机械费] A13 $470$A13$ 3 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 9466.899999999999636202119290828704833984375 435.48000000000001818989403545856475830078125 $碎石垫层$162.71$措施费$ 470 A1 A2 $470$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 9902.379999999999199644662439823150634765625 1000.1399999999999863575794734060764312744140625 $碎石垫层$162.71$间接费$ 470 A B $470$B$ 3 0 0 3 利润 % 7 10902.52000000000043655745685100555419921875 763.1799999999999499777914024889469146728515625 $碎石垫层$162.71$利润$ 470 A+B C $470$C$ 3 0 0 4 主材价差 元 0 0 3261.9600000000000363797880709171295166015625 $碎石垫层$162.71$主材价差$ 470 [材料价差] D $470$D$ 3 0 0 (1) 碎石 m3 102 31.980000000000000426325641456060111522674560546875 3261.9600000000000363797880709171295166015625 101.9800000000000039790393202565610408782958984375 70 $400500132$101.98$ J $470$J$ 470 120661 0 0 5 主材费 元 0 0 0 $碎石垫层$162.71$主材费$ 470 [主材费] E $470$E$ 3 0 0 6 价格调节基金 % 0 14927.65999999999985448084771633148193359375 0 $碎石垫层$162.71$价格调节基金$ 470 A+B+C+D+E F $470$F$ 3 0 0 7 税金 % 9 14927.65999999999985448084771633148193359375 1343.490000000000009094947017729282379150390625 $碎石垫层$162.71$税金$ 470 A+B+C+D+E+F G $470$G$ 3 0 0 9 临时工程摊销费 % 0 16271.149999999999636202119290828704833984375 0 $碎石垫层$162.71$临时工程摊销费$ 470 A+B+C+D+E+F+G+H I $470$I$ 3 0 0 10 其他费用摊销 % 0 16271.149999999999636202119290828704833984375 0 $碎石垫层$162.71$其他费用摊销$ 470 A+B+C+D+E+F+G+H+I J $470$J$ 3 0 0 11 风险费 % 0 16271.149999999999636202119290828704833984375 0 $碎石垫层$162.71$风险费$ 470 A+B+C+D+E+F+G+H+I+J K $470$K$ 3 0 0 13 工程单价 元 0 0 16271 $碎石垫层$162.71$工程单价$ 470 A+B+C+D+E+F+G+H+I+J+K+L Z $470$Z$ 3 0 0 附件表三 建筑工程单价表 479 479 单价编号 81 定额编号 9093T 项目名称 DN25mmPVC管安装 单 价 9.77元/m 计算单位 100m 100 479 施工方法 工作内容 单 价: 9.769999999999999573674358543939888477325439453125 元/m $DN25mmPVC管安装$9.77$ 100 $单价行$ 479 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 330.76999999999998181010596454143524169921875 $DN25mmPVC管安装$9.77$直接费$ 479 A1+A2 A $479$A$ 11 0 0 1.1 直接工程费 元 0 0 316.220000000000027284841053187847137451171875 $DN25mmPVC管安装$9.77$直接工程费$ 479 A11+A12+A13 A1 $479$A1$ 11 0 0 1.1.1 人工费 元 0 0 207 $DN25mmPVC管安装$9.77$人工费$ 479 [人工费] A11 $479$A11$ 11 0 0 (1) 技工 工日 1.8000000000000000444089209850062616169452667236328125 65 117 65 0 $900010$65$ A $479$A$ 479 120694 0 0 (2) 普工 工日 1.8000000000000000444089209850062616169452667236328125 50 90 50 0 $900020$50$ A $479$A$ 479 120695 0 0 1.1.2 材料费 元 0 0 28.0799999999999982946974341757595539093017578125 $DN25mmPVC管安装$9.77$材料费$ 479 [材料费] A12 $479$A12$ 11 0 0 (1) 零星材料费 % 10 280.759999999999990905052982270717620849609375 28.0799999999999982946974341757595539093017578125 280.759999999999990905052982270717620849609375 0 $ST0998$280.76$ B $479$B$ 479 120698 0 0 1.1.3 机械使用费 元 0 0 81.1400000000000005684341886080801486968994140625 $DN25mmPVC管安装$9.77$机械使用费$ 479 [机械费] A13 $479$A13$ 11 0 0 (1) 热焊机 ZPR-210型 台班 0.85999999999999998667732370449812151491641998291015625 85.7639999999999957935870043002068996429443359375 73.7600000000000051159076974727213382720947265625 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 $9081$85.764$ C $479$C$ 479 120696 0 85.7639999999999957935870043002068996429443359375 (2) 其他机械费 % 10 73.7600000000000051159076974727213382720947265625 7.37999999999999989341858963598497211933135986328125 73.7600000000000051159076974727213382720947265625 0 $ST9999$73.76$ C $479$C$ 479 120699 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 316.220000000000027284841053187847137451171875 14.550000000000000710542735760100185871124267578125 $DN25mmPVC管安装$9.77$措施费$ 479 A1 A2 $479$A2$ 11 0 0 2 间接费 % 9.0999999999999996447286321199499070644378662109375 330.76999999999998181010596454143524169921875 30.10000000000000142108547152020037174224853515625 $DN25mmPVC管安装$9.77$间接费$ 479 A B $479$B$ 11 0 0 3 利润 % 7 360.8700000000000045474735088646411895751953125 25.260000000000001563194018672220408916473388671875 $DN25mmPVC管安装$9.77$利润$ 479 A+B C $479$C$ 11 0 0 4 主材价差 元 0 0 0 $DN25mmPVC管安装$9.77$主材价差$ 479 [材料价差] D $479$D$ 11 0 0 5 主材费 元 0 0 510 $DN25mmPVC管安装$9.77$主材费$ 479 [主材费] E $479$E$ 11 0 0 (1) DN25mmPVC管安装 m 102 5 510 5 0 $413287B$5$ F $479$F$ 479 120697 0 0 6 价格调节基金 % 0 896.1299999999999954525264911353588104248046875 0 $DN25mmPVC管安装$9.77$价格调节基金$ 479 A+B+C+D+E F $479$F$ 11 0 0 7 税金 % 9 896.1299999999999954525264911353588104248046875 80.650000000000005684341886080801486968994140625 $DN25mmPVC管安装$9.77$税金$ 479 A+B+C+D+E+F G $479$G$ 11 0 0 9 临时工程摊销费 % 0 976.779999999999972715158946812152862548828125 0 $DN25mmPVC管安装$9.77$临时工程摊销费$ 479 A+B+C+D+E+F+G+H I $479$I$ 11 0 0 10 其他费用摊销 % 0 976.779999999999972715158946812152862548828125 0 $DN25mmPVC管安装$9.77$其他费用摊销$ 479 A+B+C+D+E+F+G+H+I J $479$J$ 11 0 0 11 风险费 % 0 976.779999999999972715158946812152862548828125 0 $DN25mmPVC管安装$9.77$风险费$ 479 A+B+C+D+E+F+G+H+I+J K $479$K$ 11 0 0 13 工程单价 元 0 0 977 $DN25mmPVC管安装$9.77$工程单价$ 479 A+B+C+D+E+F+G+H+I+J+K+L Z $479$Z$ 11 0 0 附件表三 建筑工程单价表 481 481 单价编号 82 定额编号 3007 项目名称 级配碎石反滤层 单 价 178.34元/m3 计算单位 100m3 100 481 施工方法 工作内容 单 价: 178.340000000000003410605131648480892181396484375 元/m3 $级配碎石反滤层$178.34$ 100 $单价行$ 481 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 10083.90999999999985448084771633148193359375 $级配碎石反滤层$178.34$直接费$ 481 A1+A2 A $481$A$ 3 0 0 1.1 直接工程费 元 0 0 9640.45000000000072759576141834259033203125 $级配碎石反滤层$178.34$直接工程费$ 481 A11+A12+A13 A1 $481$A1$ 3 0 0 1.1.1 人工费 元 0 0 2429.0500000000001818989403545856475830078125 $级配碎石反滤层$178.34$人工费$ 481 [人工费] A11 $481$A11$ 3 0 0 (1) 技工 工日 0.9699999999999999733546474089962430298328399658203125 65 63.0499999999999971578290569595992565155029296875 65 0 $900010$65$ A $481$A$ 481 120700 0 0 (2) 普工 工日 47.32000000000000028421709430404007434844970703125 50 2366 50 0 $900020$50$ A $481$A$ 481 120701 0 0 1.1.2 材料费 元 0 0 7211.399999999999636202119290828704833984375 $级配碎石反滤层$178.34$材料费$ 481 [材料费] A12 $481$A12$ 3 0 0 (1) 碎石 m3 81.599999999999994315658113919198513031005859375 70 5712 101.9800000000000039790393202565610408782958984375 70 $400500132$101.98$ B $481$B$ 481 120702 0 0 (2) 砂 m3 20.39999999999999857891452847979962825775146484375 70 1428 161.80000000000001136868377216160297393798828125 70 $001910$161.8$ B $481$B$ 481 120703 0 0 (3) 其他材料费 % 1 7140 71.400000000000005684341886080801486968994140625 7140 0 $ST0999$7140$ B $481$B$ 481 120704 0 0 1.1.3 机械使用费 元 0 0 0 $级配碎石反滤层$178.34$机械使用费$ 481 [机械费] A13 $481$A13$ 3 0 0 1.2 措施费 % 4.5999999999999996447286321199499070644378662109375 9640.45000000000072759576141834259033203125 443.45999999999997953636921010911464691162109375 $级配碎石反滤层$178.34$措施费$ 481 A1 A2 $481$A2$ 3 0 0 2 间接费 % 10.0999999999999996447286321199499070644378662109375 10083.90999999999985448084771633148193359375 1018.470000000000027284841053187847137451171875 $级配碎石反滤层$178.34$间接费$ 481 A B $481$B$ 3 0 0 3 利润 % 7 11102.379999999999199644662439823150634765625 777.1699999999999590727384202182292938232421875 $级配碎石反滤层$178.34$利润$ 481 A+B C $481$C$ 3 0 0 4 主材价差 元 0 0 4482.2899999999999636202119290828704833984375 $级配碎石反滤层$178.34$主材价差$ 481 [材料价差] D $481$D$ 3 0 0 (1) 砂 m3 20.39999999999999857891452847979962825775146484375 91.7999999999999971578290569595992565155029296875 1872.720000000000027284841053187847137451171875 161.80000000000001136868377216160297393798828125 70 $001910$161.8$ J $481$J$ 481 120706 0 0 (2) 碎石 m3 81.599999999999994315658113919198513031005859375 31.980000000000000426325641456060111522674560546875 2609.57000000000016370904631912708282470703125 101.9800000000000039790393202565610408782958984375 70 $400500132$101.98$ J $481$J$ 481 120705 0 0 5 主材费 元 0 0 0 $级配碎石反滤层$178.34$主材费$ 481 [主材费] E $481$E$ 3 0 0 6 价格调节基金 % 0 16361.84000000000014551915228366851806640625 0 $级配碎石反滤层$178.34$价格调节基金$ 481 A+B+C+D+E F $481$F$ 3 0 0 7 税金 % 9 16361.84000000000014551915228366851806640625 1472.569999999999936335370875895023345947265625 $级配碎石反滤层$178.34$税金$ 481 A+B+C+D+E+F G $481$G$ 3 0 0 9 临时工程摊销费 % 0 17834.40999999999985448084771633148193359375 0 $级配碎石反滤层$178.34$临时工程摊销费$ 481 A+B+C+D+E+F+G+H I $481$I$ 3 0 0 10 其他费用摊销 % 0 17834.40999999999985448084771633148193359375 0 $级配碎石反滤层$178.34$其他费用摊销$ 481 A+B+C+D+E+F+G+H+I J $481$J$ 3 0 0 11 风险费 % 0 17834.40999999999985448084771633148193359375 0 $级配碎石反滤层$178.34$风险费$ 481 A+B+C+D+E+F+G+H+I+J K $481$K$ 3 0 0 13 工程单价 元 0 0 17834 $级配碎石反滤层$178.34$工程单价$ 481 A+B+C+D+E+F+G+H+I+J+K+L Z $481$Z$ 3 0 0 附件表三 建筑工程单价表 484 484 单价编号 83 定额编号 BC002 项目名称 标志牌 单 价 3000元/座 计算单位 座 1 484 施工方法 工作内容 单 价: 3000 元/座 $标志牌$3000$ 1 $单价行$ 484 编号 名称及规格 单位 数量 单价(元) 合价(元) 备注 实际单价 材料限价 材料编号 材料标识 费用链接标识 定额ID号 费用计算方法 费用标识 费用标识1 1 直接费 元 0 0 3000 $标志牌$3000$直接费$ 484 A1+A2 A $484$A$ 15 0 0 1.1 直接工程费 元 0 0 3000 $标志牌$3000$直接工程费$ 484 A11+A12+A13 A1 $484$A1$ 15 0 0 1.1.1 人工费 元 0 0 0 $标志牌$3000$人工费$ 484 [人工费] A11 $484$A11$ 15 0 0 1.1.2 材料费 元 0 0 3000 $标志牌$3000$材料费$ 484 [材料费] A12 $484$A12$ 15 0 0 (1) 标志牌 座 1 3000 3000 3000 0 $BC002$3000$ B $484$B$ 484 1793 0 0 1.1.3 机械使用费 元 0 0 0 $标志牌$3000$机械使用费$ 484 [机械费] A13 $484$A13$ 15 0 0 1.2 措施费 % 0 3000 0 $标志牌$3000$措施费$ 484 A1 A2 $484$A2$ 15 0 0 2 间接费 % 0 3000 0 $标志牌$3000$间接费$ 484 A B $484$B$ 15 0 0 3 利润 % 0 3000 0 $标志牌$3000$利润$ 484 A+B C $484$C$ 15 0 0 4 主材价差 元 0 0 0 $标志牌$3000$主材价差$ 484 [材料价差] D $484$D$ 15 0 0 5 主材费 元 0 0 0 $标志牌$3000$主材费$ 484 [主材费] E $484$E$ 15 0 0 6 价格调节基金 % 0 3000 0 $标志牌$3000$价格调节基金$ 484 A+B+C+D+E F $484$F$ 15 0 0 7 税金 % 0 3000 0 $标志牌$3000$税金$ 484 A+B+C+D+E+F G $484$G$ 15 0 0 9 临时工程摊销费 % 0 3000 0 $标志牌$3000$临时工程摊销费$ 484 A+B+C+D+E+F+G+H I $484$I$ 15 0 0 10 其他费用摊销 % 0 3000 0 $标志牌$3000$其他费用摊销$ 484 A+B+C+D+E+F+G+H+I J $484$J$ 15 0 0 11 风险费 % 0 3000 0 $标志牌$3000$风险费$ 484 A+B+C+D+E+F+G+H+I+J K $484$K$ 15 0 0 13 工程单价 元 0 0 3000 $标志牌$3000$工程单价$ 484 A+B+C+D+E+F+G+H+I+J+K+L Z $484$Z$ 15 0 0 附表一 建筑工程单价汇总表 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 序号 名称 单位 单价 (元) 其 中 人工费 材料费 机械使用费 机械费(一类、二三类费用) 措施费 间接费 利润 主材价差 主材费 价格调节基金 税金 扩大系数 临时工程摊销费 其他费用摊销 风险费 备用1 1 杂草清除 m2 0.6999999999999999555910790149937383830547332763671875 0.2300000000000000099920072216264088638126850128173828125 0.05000000000000000277555756156289135105907917022705078125 0.2300000000000000099920072216264088638126850128173828125 0.08000000000000000166533453693773481063544750213623046875 0.1499999999999999944488848768742172978818416595458984375 0.0200000000000000004163336342344337026588618755340576171875 0.05000000000000000277555756156289135105907917022705078125 0.040000000000000000832667268468867405317723751068115234375 0.01000000000000000020816681711721685132943093776702880859375 0 0 0.059999999999999997779553950749686919152736663818359375 0 0 0 0 0 0 0 0 0 $杂草清除$0.7$ 0.2300000000000000099920072216264088638126850128173828125 1 (1007×0.2+1005×0.8)×0.5 2 基坑土方开挖 m3 20.5799999999999982946974341757595539093017578125 0.7399999999999999911182158029987476766109466552734375 0.56999999999999995115018691649311222136020660400390625 13.5999999999999996447286321199499070644378662109375 3.350000000000000088817841970012523233890533447265625 10.2599999999999997868371792719699442386627197265625 0.689999999999999946709294817992486059665679931640625 1.5800000000000000710542735760100185871124267578125 1.1999999999999999555910790149937383830547332763671875 0.5 0 0 1.6999999999999999555910790149937383830547332763671875 0 0 0 0 0 0 0 0 0 $基坑土方开挖$20.58$ 0.7399999999999999911182158029987476766109466552734375 6 0100219 3 土方夯填 m3实方 20.1700000000000017053025658242404460906982421875 14.1699999999999999289457264239899814128875732421875 0.84999999999999997779553950749686919152736663818359375 0 0 0 0.689999999999999946709294817992486059665679931640625 1.5900000000000000799360577730112709105014801025390625 1.20999999999999996447286321199499070644378662109375 0 0 0 1.6699999999999999289457264239899814128875732421875 0 0 0 0 0 0 0 0 0 $土方夯填$20.17$ 14.1699999999999999289457264239899814128875732421875 10 0300129 4 C15素砼垫层厚 100mm m3 552.19000000000005456968210637569427490234375 102.18000000000000682121026329696178436279296875 196.919999999999987494447850622236728668212890625 13.769999999999999573674358543939888477325439453125 3.149999999999999911182158029987476766109466552734375 10.6099999999999994315658113919198513031005859375 14.3900000000000005684341886080801486968994140625 36.3299999999999982946974341757595539093017578125 25.449999999999999289457264239899814128875732421875 117.56000000000000227373675443232059478759765625 0 0 45.590000000000003410605131648480892181396484375 0 0 0 0 0 0 0 0 0 $C15素砼垫层厚100mm$552.19$ 102.18000000000000682121026329696178436279296875 529 0400390 5 C20钢筋砼池底厚200mm m3 592.9600000000000363797880709171295166015625 104.9200000000000017053025658242404460906982421875 217.099999999999994315658113919198513031005859375 14.2200000000000006394884621840901672840118408203125 3.089999999999999857891452847979962825775146484375 11.1300000000000007815970093361102044582366943359375 15.4700000000000006394884621840901672840118408203125 39.03999999999999914734871708787977695465087890625 27.35000000000000142108547152020037174224853515625 125.900000000000005684341886080801486968994140625 0 0 48.96000000000000085265128291212022304534912109375 0 0 0 0 0 0 0 0 0 $C20钢筋砼池底厚200mm$592.96$ 104.9200000000000017053025658242404460906982421875 18 0400045 6 C20钢筋砼池壁厚200mm m3 602.7899999999999636202119290828704833984375 100.81999999999999317878973670303821563720703125 220.409999999999996589394868351519107818603515625 22.269999999999999573674358543939888477325439453125 8.7599999999999997868371792719699442386627197265625 13.5099999999999997868371792719699442386627197265625 15.800000000000000710542735760100185871124267578125 39.88000000000000255795384873636066913604736328125 27.940000000000001278976924368180334568023681640625 125.900000000000005684341886080801486968994140625 0 0 49.77000000000000312638803734444081783294677734375 0 0 0 0 0 0 0 0 0 $C20钢筋砼池壁厚200mm$602.79$ 100.81999999999999317878973670303821563720703125 25 0400063 7 钢筋制作安装 t 6132.2200000000002546585164964199066162109375 627.1499999999999772626324556767940521240234375 3904.40999999999985448084771633148193359375 118.409999999999996589394868351519107818603515625 14.800000000000000710542735760100185871124267578125 103.6099999999999994315658113919198513031005859375 213.900000000000005684341886080801486968994140625 393.970000000000027284841053187847137451171875 368.05000000000001136868377216160297393798828125 0 0 0 506.32999999999998408384271897375583648681640625 0 0 0 0 0 0 0 0 0 $钢筋制作安装$6132.22$ 627.1499999999999772626324556767940521240234375 29 0400360 8 胶合木模板制作及安装、拆除 m2 34.22999999999999687361196265555918216705322265625 8.1300000000000007815970093361102044582366943359375 14.21000000000000085265128291212022304534912109375 3.140000000000000124344978758017532527446746826171875 0.64000000000000001332267629550187848508358001708984375 2.5 1.1699999999999999289457264239899814128875732421875 2.689999999999999946709294817992486059665679931640625 2.04999999999999982236431605997495353221893310546875 0 0 0 2.8300000000000000710542735760100185871124267578125 0 0 0 0 0 0 0 0 0 $胶合木模板制作及安装、拆除$34.23$ 8.1300000000000007815970093361102044582366943359375 31 0500053 9 DN90mmPE管排污阀 个 317.06000000000000227373675443232059478759765625 4.1500000000000003552713678800500929355621337890625 0.419999999999999984456877655247808434069156646728515625 4.3499999999999996447286321199499070644378662109375 0.88000000000000000444089209850062616169452667236328125 3.470000000000000195399252334027551114559173583984375 0.409999999999999975575093458246556110680103302001953125 0.84999999999999997779553950749686919152736663818359375 0.70999999999999996447286321199499070644378662109375 0 280 0 26.17999999999999971578290569595992565155029296875 0 0 0 0 0 0 0 0 0 $DN90mmPE管排污阀$317.06$ 4.1500000000000003552713678800500929355621337890625 36 0900106 10 DN90mmPE管 m 40 3.560000000000000053290705182007513940334320068359375 0.450000000000000011102230246251565404236316680908203125 0.9899999999999999911182158029987476766109466552734375 0.190000000000000002220446049250313080847263336181640625 0.8000000000000000444089209850062616169452667236328125 0.2300000000000000099920072216264088638126850128173828125 0.479999999999999982236431605997495353221893310546875 0.40000000000000002220446049250313080847263336181640625 0 30.60000000000000142108547152020037174224853515625 0 3.29999999999999982236431605997495353221893310546875 0 0 0 0 0 0 0 0 0 $DN90mmPE管$40$ 3.560000000000000053290705182007513940334320068359375 38 0900095 11 C20钢筋砼池底厚200mm m3 584.55999999999994543031789362430572509765625 99.5499999999999971578290569595992565155029296875 217.030000000000001136868377216160297393798828125 13.4700000000000006394884621840901672840118408203125 3.0800000000000000710542735760100185871124267578125 10.3900000000000005684341886080801486968994140625 15.17999999999999971578290569595992565155029296875 38.32000000000000028421709430404007434844970703125 26.85000000000000142108547152020037174224853515625 125.900000000000005684341886080801486968994140625 0 0 48.27000000000000312638803734444081783294677734375 0 0 0 0 0 0 0 0 0 $C20钢筋砼池底厚200mm$584.56$ 99.5499999999999971578290569595992565155029296875 567 0400046 12 C20钢筋砼池底厚300mm m3 584.55999999999994543031789362430572509765625 99.5499999999999971578290569595992565155029296875 217.030000000000001136868377216160297393798828125 13.4700000000000006394884621840901672840118408203125 3.0800000000000000710542735760100185871124267578125 10.3900000000000005684341886080801486968994140625 15.17999999999999971578290569595992565155029296875 38.32000000000000028421709430404007434844970703125 26.85000000000000142108547152020037174224853515625 125.900000000000005684341886080801486968994140625 0 0 48.27000000000000312638803734444081783294677734375 0 0 0 0 0 0 0 0 0 $C20钢筋砼池底厚300mm$584.56$ 99.5499999999999971578290569595992565155029296875 76 0400046 13 C20钢筋砼池壁厚300mm m3 589.6200000000000045474735088646411895751953125 93.06999999999999317878973670303821563720703125 219.94999999999998863131622783839702606201171875 20.760000000000001563194018672220408916473388671875 8.0099999999999997868371792719699442386627197265625 12.7599999999999997868371792719699442386627197265625 15.3499999999999996447286321199499070644378662109375 38.75 27.14999999999999857891452847979962825775146484375 125.900000000000005684341886080801486968994140625 0 0 48.67999999999999971578290569595992565155029296875 0 0 0 0 0 0 0 0 0 $C20钢筋砼池壁厚300mm$589.62$ 93.06999999999999317878973670303821563720703125 80 0400064 14 C15砼压顶 m3 569.6299999999999954525264911353588104248046875 112.3599999999999994315658113919198513031005859375 197.56000000000000227373675443232059478759765625 15.82000000000000028421709430404007434844970703125 3.180000000000000159872115546022541821002960205078125 12.6400000000000005684341886080801486968994140625 14.980000000000000426325641456060111522674560546875 37.82000000000000028421709430404007434844970703125 26.5 117.56000000000000227373675443232059478759765625 0 0 47.030000000000001136868377216160297393798828125 0 0 0 0 0 0 0 0 0 $C15砼压顶$569.63$ 112.3599999999999994315658113919198513031005859375 96 0400135 15 土方开挖 m3 20.5799999999999982946974341757595539093017578125 0.7399999999999999911182158029987476766109466552734375 0.56999999999999995115018691649311222136020660400390625 13.5999999999999996447286321199499070644378662109375 3.350000000000000088817841970012523233890533447265625 10.2599999999999997868371792719699442386627197265625 0.689999999999999946709294817992486059665679931640625 1.5800000000000000710542735760100185871124267578125 1.1999999999999999555910790149937383830547332763671875 0.5 0 0 1.6999999999999999555910790149937383830547332763671875 0 0 0 0 0 0 0 0 0 $土方开挖$20.58$ 0.7399999999999999911182158029987476766109466552734375 100 0100219 16 C20混凝土坝体 m3 545.19000000000005456968210637569427490234375 73.9599999999999937472239253111183643341064453125 216.759999999999990905052982270717620849609375 10.1699999999999999289457264239899814128875732421875 3.979999999999999982236431605997495353221893310546875 6.19000000000000039079850466805510222911834716796875 13.839999999999999857891452847979962825775146484375 34.92999999999999971578290569595992565155029296875 24.480000000000000426325641456060111522674560546875 126.0400000000000062527760746888816356658935546875 0 0 45.02000000000000312638803734444081783294677734375 0 0 0 0 0 0 0 0 0 $C20混凝土坝体$545.19$ 73.9599999999999937472239253111183643341064453125 104 0400004 17 C20混凝土护坦 m3 554.3400000000000318323145620524883270263671875 79.6200000000000045474735088646411895751953125 217.340000000000003410605131648480892181396484375 10.7799999999999993605115378159098327159881591796875 2.600000000000000088817841970012523233890533447265625 8.17999999999999971578290569595992565155029296875 14.160000000000000142108547152020037174224853515625 35.72999999999999687361196265555918216705322265625 25.030000000000001136868377216160297393798828125 125.900000000000005684341886080801486968994140625 0 0 45.77000000000000312638803734444081783294677734375 0 0 0 0 0 0 0 0 0 $C20混凝土护坦$554.34$ 79.6200000000000045474735088646411895751953125 108 0400044 18 级配碎石反滤层 m3 174.43000000000000682121026329696178436279296875 21.379999999999999005240169935859739780426025390625 72.1099999999999994315658113919198513031005859375 0 0 0 4.29999999999999982236431605997495353221893310546875 9.8800000000000007815970093361102044582366943359375 7.54000000000000003552713678800500929355621337890625 44.82000000000000028421709430404007434844970703125 0 0 14.4000000000000003552713678800500929355621337890625 0 0 0 0 0 0 0 0 0 $级配碎石反滤层$174.43$ 21.379999999999999005240169935859739780426025390625 115 0300006 19 DN50mmPVC管安装 m 14.2200000000000006394884621840901672840118408203125 2.069999999999999840127884453977458178997039794921875 0.2800000000000000266453525910037569701671600341796875 0.810000000000000053290705182007513940334320068359375 0.1600000000000000033306690738754696212708950042724609375 0.65000000000000002220446049250313080847263336181640625 0.1499999999999999944488848768742172978818416595458984375 0.299999999999999988897769753748434595763683319091796875 0.25 0 9.17999999999999971578290569595992565155029296875 0 1.1699999999999999289457264239899814128875732421875 0 0 0 0 0 0 0 0 0 $DN50mmPVC管安装$14.22$ 2.069999999999999840127884453977458178997039794921875 117 0900093 20 卵石夯填 m3实方 151.3700000000000045474735088646411895751953125 2.0099999999999997868371792719699442386627197265625 79.18000000000000682121026329696178436279296875 2.410000000000000142108547152020037174224853515625 0.409999999999999975575093458246556110680103302001953125 2.0099999999999997868371792719699442386627197265625 3.850000000000000088817841970012523233890533447265625 8.8300000000000000710542735760100185871124267578125 6.7400000000000002131628207280300557613372802734375 35.85000000000000142108547152020037174224853515625 0 0 12.5 0 0 0 0 0 0 0 0 0 $卵石夯填$151.37$ 2.0099999999999997868371792719699442386627197265625 119 0300157 21 编织袋装土围堰及拆除 m3 116.780000000000001136868377216160297393798828125 57.75 30 0 0 0 4.04000000000000003552713678800500929355621337890625 8.3499999999999996447286321199499070644378662109375 7.0099999999999997868371792719699442386627197265625 0 0 0 9.6400000000000005684341886080801486968994140625 0 0 0 0 0 0 0 0 0 $编织袋装土围堰及拆除$116.78$ 57.75 121 0900240 22 抽水台班 台班 141.479999999999989768184605054557323455810546875 0 0 106.2999999999999971578290569595992565155029296875 8.9900000000000002131628207280300557613372802734375 97.31000000000000227373675443232059478759765625 4.88999999999999968025576890795491635799407958984375 10.1199999999999992184029906638897955417633056640625 8.4900000000000002131628207280300557613372802734375 0 0 0 11.67999999999999971578290569595992565155029296875 0 0 0 0 0 0 0 0 0 $抽水台班$141.48$ 0 124 0101001 23 人工挖沟槽土方 m3 10.0999999999999996447286321199499070644378662109375 7.339999999999999857891452847979962825775146484375 0.179999999999999993338661852249060757458209991455078125 0 0 0 0.34999999999999997779553950749686919152736663818359375 0.79000000000000003552713678800500929355621337890625 0.60999999999999998667732370449812151491641998291015625 0 0 0 0.82999999999999996003197111349436454474925994873046875 0 0 0 0 0 0 0 0 0 $人工挖沟槽土方$10.1$ 7.339999999999999857891452847979962825775146484375 126 0100048 24 土方回填 m3实方 8.6400000000000005684341886080801486968994140625 1.5100000000000000088817841970012523233890533447265625 0 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m3 747.0700000000000500222085975110530853271484375 170.68000000000000682121026329696178436279296875 248.8700000000000045474735088646411895751953125 27.719999999999998863131622783839702606201171875 14.769999999999999573674358543939888477325439453125 12.949999999999999289457264239899814128875732421875 20.57000000000000028421709430404007434844970703125 51.92999999999999971578290569595992565155029296875 36.38000000000000255795384873636066913604736328125 129.229999999999989768184605054557323455810546875 0 0 61.67999999999999971578290569595992565155029296875 0 0 0 0 0 0 0 0 0 $预制C30钢筋混凝土盖板$747.07$ 170.68000000000000682121026329696178436279296875 306 0400147 57 DN300mm钢筋砼预制管安装 m 122.1700000000000017053025658242404460906982421875 37.56000000000000227373675443232059478759765625 1.5800000000000000710542735760100185871124267578125 11.1300000000000007815970093361102044582366943359375 3.5099999999999997868371792719699442386627197265625 7.62000000000000010658141036401502788066864013671875 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551.529999999999972715158946812152862548828125 102.6400000000000005684341886080801486968994140625 195.460000000000007958078640513122081756591796875 14.28999999999999914734871708787977695465087890625 3.020000000000000017763568394002504646778106689453125 11.2599999999999997868371792719699442386627197265625 14.3699999999999992184029906638897955417633056640625 36.27000000000000312638803734444081783294677734375 25.410000000000000142108547152020037174224853515625 117.56000000000000227373675443232059478759765625 0 0 45.53999999999999914734871708787977695465087890625 0 0 0 0 0 0 0 0 0 $C15砼现浇槽$551.53$ 102.6400000000000005684341886080801486968994140625 381 0400054 63 C15混凝土水表井 m3 569.19000000000005456968210637569427490234375 111.8299999999999982946974341757595539093017578125 196.3799999999999954525264911353588104248046875 17.199999999999999289457264239899814128875732421875 3.189999999999999946709294817992486059665679931640625 14.0099999999999997868371792719699442386627197265625 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104.9200000000000017053025658242404460906982421875 195.219999999999998863131622783839702606201171875 14.2200000000000006394884621840901672840118408203125 3.089999999999999857891452847979962825775146484375 11.1300000000000007815970093361102044582366943359375 14.46000000000000085265128291212022304534912109375 36.5 25.57000000000000028421709430404007434844970703125 117.56000000000000227373675443232059478759765625 0 0 45.75999999999999801048033987171947956085205078125 0 0 0 0 0 0 0 0 0 $C15砼路面$554.22$ 104.9200000000000017053025658242404460906982421875 423 0400045 69 原土夯实 m2 5.55999999999999960920149533194489777088165283203125 1.8300000000000000710542735760100185871124267578125 0 2.29999999999999982236431605997495353221893310546875 0.0899999999999999966693309261245303787291049957275390625 2.20999999999999996447286321199499070644378662109375 0.190000000000000002220446049250313080847263336181640625 0.440000000000000002220446049250313080847263336181640625 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0.2099999999999999922284388276239042170345783233642578125 0.0899999999999999966693309261245303787291049957275390625 2.2400000000000002131628207280300557613372802734375 0.79000000000000003552713678800500929355621337890625 1.4499999999999999555910790149937383830547332763671875 0.11999999999999999555910790149937383830547332763671875 0.270000000000000017763568394002504646778106689453125 0.200000000000000011102230246251565404236316680908203125 0.070000000000000006661338147750939242541790008544921875 0 0 0.289999999999999980015985556747182272374629974365234375 0 0 0 0 0 0 0 0 0 $路基土方夯填200mm$3.49$ 0.2099999999999999922284388276239042170345783233642578125 438 0300134 72 砂碎石路面厚100mm m2 16.64999999999999857891452847979962825775146484375 0.979999999999999982236431605997495353221893310546875 7.410000000000000142108547152020037174224853515625 1.3000000000000000444089209850062616169452667236328125 0.289999999999999980015985556747182272374629974365234375 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576.1299999999999954525264911353588104248046875 83.7300000000000039790393202565610408782958984375 228.3700000000000045474735088646411895751953125 9.3900000000000005684341886080801486968994140625 3.75 5.62999999999999989341858963598497211933135986328125 14.78999999999999914734871708787977695465087890625 37.3299999999999982946974341757595539093017578125 26.14999999999999857891452847979962825775146484375 128.81000000000000227373675443232059478759765625 0 0 47.57000000000000028421709430404007434844970703125 0 0 0 0 0 0 0 0 0 $C25混凝土台帽$576.13$ 83.7300000000000039790393202565610408782958984375 462 0400061 75 C25混凝土梁及面板 m3 602.1799999999999499777914024889469146728515625 99.7000000000000028421709430404007434844970703125 234.979999999999989768184605054557323455810546875 6.019999999999999573674358543939888477325439453125 2.930000000000000159872115546022541821002960205078125 3.100000000000000088817841970012523233890533447265625 15.6699999999999999289457264239899814128875732421875 39.56000000000000227373675443232059478759765625 27.719999999999998863131622783839702606201171875 128.81000000000000227373675443232059478759765625 0 0 49.719999999999998863131622783839702606201171875 0 0 0 0 0 0 0 0 0 $C25混凝土梁及面板$602.18$ 99.7000000000000028421709430404007434844970703125 466 0400041 76 碎石垫层 m3 162.710000000000007958078640513122081756591796875 22.559999999999998721023075631819665431976318359375 72.1099999999999994315658113919198513031005859375 0 0 0 4.3499999999999996447286321199499070644378662109375 10 7.62999999999999989341858963598497211933135986328125 32.61999999999999744204615126363933086395263671875 0 0 13.42999999999999971578290569595992565155029296875 0 0 0 0 0 0 0 0 0 $碎石垫层$162.71$ 22.559999999999998721023075631819665431976318359375 470 0300002 77 DN25mmPVC管安装 m 9.769999999999999573674358543939888477325439453125 2.069999999999999840127884453977458178997039794921875 0.2800000000000000266453525910037569701671600341796875 0.810000000000000053290705182007513940334320068359375 0.1600000000000000033306690738754696212708950042724609375 0.65000000000000002220446049250313080847263336181640625 0.1499999999999999944488848768742172978818416595458984375 0.299999999999999988897769753748434595763683319091796875 0.25 0 5.0999999999999996447286321199499070644378662109375 0 0.810000000000000053290705182007513940334320068359375 0 0 0 0 0 0 0 0 0 $DN25mmPVC管安装$9.77$ 2.069999999999999840127884453977458178997039794921875 479 0900093 78 级配碎石反滤层 m3 178.340000000000003410605131648480892181396484375 24.28999999999999914734871708787977695465087890625 72.1099999999999994315658113919198513031005859375 0 0 0 4.42999999999999971578290569595992565155029296875 10.17999999999999971578290569595992565155029296875 7.769999999999999573674358543939888477325439453125 44.82000000000000028421709430404007434844970703125 0 0 14.730000000000000426325641456060111522674560546875 0 0 0 0 0 0 0 0 0 $级配碎石反滤层$178.34$ 24.28999999999999914734871708787977695465087890625 481 0300007 附表三 主要材料预算价格汇总表 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 序号 名称及规格 单位 预算价格 (元) 其中 原价 运杂费 运输保险费 采购及保管费 1 技工 工日 65 900010 2 机械工(技工) 工日 65 900011 3 普工 工日 50 900020 4 甲类工 工日 65 T1 5 乙类工 工日 50 T2 6 机械工 工日 65 T6 7 砂(砂浆用) m3 161.80000000000001136868377216160297393798828125 001910 8 碎石 ≤4cm m3 101.9800000000000039790393202565610408782958984375 002262 9 水泥42.5 kg 0.495999999999999996447286321199499070644378662109375 400100002 10 中砂 m3 161.80000000000001136868377216160297393798828125 400500083 11 水 m3 2.29000000000000003552713678800500929355621337890625 403100218 12 风 m3 0.200000000000000011102230246251565404236316680908203125 003044 13 电 kw·h 0.70999999999999996447286321199499070644378662109375 403100220 14 柴油 kg 5.32000000000000028421709430404007434844970703125 480100002 15 汽油 kg 6.70999999999999996447286321199499070644378662109375 480100028 16 折旧费 元 0.88495599999999996487787257137824781239032745361328125 CL_DJ11 17 修理及替换设备费 元 0.91743099999999999649702431270270608365535736083984375 CL_DJ12 18 安装拆卸费 元 1 CL_DJ13 19 砂 m3 161.80000000000001136868377216160297393798828125 001910 20 回填砂 m3 70 251478B 21 砾石 m3 50.60000000000000142108547152020037174224853515625 400500113 22 碎石 m3 101.9800000000000039790393202565610408782958984375 400500132 23 沥青 t 4300 900220 24 锯材 m3 1000 900580 25 润滑油 kg 3.7599999999999997868371792719699442386627197265625 900730 26 木柴 t 340 901090 27 毛石 m3 78.4500000000000028421709430404007434844970703125 901190 28 电焊条 kg 4.980000000000000426325641456060111522674560546875 901450 29 板枋材 m3 1157 901850 30 编织袋 个 0.90000000000000002220446049250313080847263336181640625 901920 31 钢模板 kg 2.979999999999999982236431605997495353221893310546875 902090 32 钢筋 t 3743.36000000000012732925824820995330810546875 902410 33 碎(卵)石 m3 101.9800000000000039790393202565610408782958984375 902900 34 橡胶止水圈 个 6 903910 35 铁钉 kg 6.0099999999999997868371792719699442386627197265625 904170 36 铁件 kg 4.8499999999999996447286321199499070644378662109375 904190 37 土工布 m2 6.44000000000000039079850466805510222911834716796875 904320 38 铁丝 kg 2.890000000000000124344978758017532527446746826171875 904410 39 胶合模板(18mm) m2 45 906210 40 安全警示牌 块 200 BC001 41 标志牌 座 3000 BC002 42 拦污栅 扇 50 BC003 43 铁丝网护栏(采用防锈钢丝) m2 60 BC004 44 预制巴歇尔槽构件 组 1500 BC005 45 预制混凝土管(300mm) m 50 223383B 46 水表 个 1450 237771B 47 DN50mmPE管 m 13 273882B 48 DN90mmPE管 m 30 313882B 49 DN50mmPE管闸阀 个 16 332881B 50 DN50mmPE管三通 个 6 342001B 51 DN63mmPE管闸阀 个 50 343181B 52 DN63mmPE管三通 个 10 352301B 53 DN75mmPE管闸阀 个 52 353381B 54 DN75mmPE管三通 个 15 362501B 55 DN90mmPE管闸阀 个 130 372881B 56 DN90mmPE管三通 个 22 382001B 57 DN25mmPVC管安装 m 5 413287B 58 DN63mmPE管排气阀 个 190 422390B 59 DN50mmPE给水管 m 13 429769B 60 DN75mmPE管排气阀 个 210 432590B 61 DN50mmPVC管安装 m 9 442787B 62 DN90mmPE管排气阀 个 260 452090B 63 DN75mmPE管排污阀 个 210 501590B 64 DN90mmPE管排污阀 个 280 521090B 65 DN63mmPE管(0.60Mpa) m 15 618138B 66 DN75mmPE管(0.60Mpa) m 25 628338B 67 DN90mmPE管(0.60Mpa) m 30 647838B 附件表二 混凝土、砂浆材料单价计算表 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 编号 名 称 及 规 格 单位 预算量 限价单价 (元) 限价合价 (元) 实际单价 (元) 实际小计 (元) 材料限价(元) 限价小计(元) 1 纯混凝土 C20 42.5水泥 2级配 中砂 碎石 ≤4cm m3 205.306999999999987949195201508700847625732421875 327.53800000000001091393642127513885498046875 0 205.306999999999987949195201508700847625732421875 1 $014-5$327.538$ (1) 碎石 ≤4cm m3 0.84140000000000003677058657558518461883068084716796875 70 58.89800000000000324007487506605684757232666015625 101.9800000000000039790393202565610408782958984375 85.8059999999999973852027324028313159942626953125 70 58.89800000000000324007487506605684757232666015625 2 002262 (2) 水泥42.5 kg 307.1970000000000027284841053187847137451171875 0.34999999999999997779553950749686919152736663818359375 107.519000000000005456968210637569427490234375 0.495999999999999996447286321199499070644378662109375 152.3700000000000045474735088646411895751953125 0.34999999999999997779553950749686919152736663818359375 107.519000000000005456968210637569427490234375 2 400100002 (3) 中砂 m3 0.54979999999999995541344333105371333658695220947265625 70 38.48599999999999710098563809879124164581298828125 161.80000000000001136868377216160297393798828125 88.957999999999998408384271897375583648681640625 70 38.48599999999999710098563809879124164581298828125 2 400500083 (4) 水 m3 0.1766000000000000069722005946459830738604068756103515625 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2 403100218 2 纯混凝土 C25 42.5水泥 2级配 中砂 碎石 ≤4cm m3 215.330000000000012505552149377763271331787109375 340.3890000000000100044417195022106170654296875 0 215.330000000000012505552149377763271331787109375 1 $022-5$340.389$ (1) 碎石 ≤4cm m3 0.84140000000000003677058657558518461883068084716796875 70 58.89800000000000324007487506605684757232666015625 101.9800000000000039790393202565610408782958984375 85.8059999999999973852027324028313159942626953125 70 58.89800000000000324007487506605684757232666015625 2 002262 (2) 水泥42.5 kg 340.153000000000020008883439004421234130859375 0.34999999999999997779553950749686919152736663818359375 119.054000000000002046363078989088535308837890625 0.495999999999999996447286321199499070644378662109375 168.7160000000000081854523159563541412353515625 0.34999999999999997779553950749686919152736663818359375 119.054000000000002046363078989088535308837890625 2 400100002 (3) 中砂 m3 0.5282000000000000028421709430404007434844970703125 70 36.97399999999999664623828721232712268829345703125 161.80000000000001136868377216160297393798828125 85.462999999999993860910763032734394073486328125 70 36.97399999999999664623828721232712268829345703125 2 400500083 (4) 水 m3 0.1766000000000000069722005946459830738604068756103515625 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2 403100218 3 纯混凝土 C30 42.5水泥 2级配 中砂 碎石 ≤4cm m3 222.4759999999999990905052982270717620849609375 349.17000000000001591615728102624416351318359375 0 222.4759999999999990905052982270717620849609375 1 $030-5$349.17$ (1) 碎石 ≤4cm m3 0.84140000000000003677058657558518461883068084716796875 70 58.89800000000000324007487506605684757232666015625 101.9800000000000039790393202565610408782958984375 85.8059999999999973852027324028313159942626953125 70 58.89800000000000324007487506605684757232666015625 2 002262 (2) 水泥42.5 kg 364.8700000000000045474735088646411895751953125 0.34999999999999997779553950749686919152736663818359375 127.7049999999999982946974341757595539093017578125 0.495999999999999996447286321199499070644378662109375 180.9759999999999990905052982270717620849609375 0.34999999999999997779553950749686919152736663818359375 127.7049999999999982946974341757595539093017578125 2 400100002 (3) 中砂 m3 0.50670000000000003925748615074553526937961578369140625 70 35.46900000000000119371179607696831226348876953125 161.80000000000001136868377216160297393798828125 81.9839999999999946567186270840466022491455078125 70 35.46900000000000119371179607696831226348876953125 2 400500083 (4) 水 m3 0.1766000000000000069722005946459830738604068756103515625 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2 403100218 4 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 184.27899999999999636202119290828704833984375 298.413999999999987267074175179004669189453125 0 184.27899999999999636202119290828704833984375 1 $306-5$298.414$ (1) 碎石 ≤4cm m3 0.84140000000000003677058657558518461883068084716796875 70 58.89800000000000324007487506605684757232666015625 101.9800000000000039790393202565610408782958984375 85.8059999999999973852027324028313159942626953125 70 58.89800000000000324007487506605684757232666015625 2 002262 (2) 水泥42.5 kg 244.95720000000000027284841053187847137451171875 0.34999999999999997779553950749686919152736663818359375 85.7349999999999994315658113919198513031005859375 0.495999999999999996447286321199499070644378662109375 121.498999999999995225152815692126750946044921875 0.34999999999999997779553950749686919152736663818359375 85.7349999999999994315658113919198513031005859375 2 400100002 (3) 中砂 m3 0.56059999999999998721023075631819665431976318359375 70 39.24199999999999732835931354202330112457275390625 161.80000000000001136868377216160297393798828125 90.7049999999999982946974341757595539093017578125 70 39.24199999999999732835931354202330112457275390625 2 400500083 (4) 水 m3 0.1766000000000000069722005946459830738604068756103515625 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2.29000000000000003552713678800500929355621337890625 0.40400000000000002575717417130363173782825469970703125 2 403100218 5 水泥砌筑砂浆 M7.5 42.5水泥 m3 156.621000000000009322320693172514438629150390625 291.29000000000002046363078989088535308837890625 0 156.621000000000009322320693172514438629150390625 1 $316-0$291.29$ (1) 砂(砂浆用) m3 1.1100000000000000976996261670137755572795867919921875 70 77.7000000000000028421709430404007434844970703125 161.80000000000001136868377216160297393798828125 179.59800000000001318767317570745944976806640625 70 77.7000000000000028421709430404007434844970703125 2 001910 (2) 水泥42.5 kg 224.460000000000007958078640513122081756591796875 0.34999999999999997779553950749686919152736663818359375 78.561000000000007048583938740193843841552734375 0.495999999999999996447286321199499070644378662109375 111.3319999999999936335370875895023345947265625 0.34999999999999997779553950749686919152736663818359375 78.561000000000007048583938740193843841552734375 2 400100002 (3) 水 m3 0.1570000000000000006661338147750939242541790008544921875 2.29000000000000003552713678800500929355621337890625 0.35999999999999998667732370449812151491641998291015625 2.29000000000000003552713678800500929355621337890625 0.35999999999999998667732370449812151491641998291015625 2.29000000000000003552713678800500929355621337890625 0.35999999999999998667732370449812151491641998291015625 2 403100218 附表四 施工机械台班费汇总表 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 序号 名称及规格 单位 实际台班费 (元) 限价台班费 (元) 其中(元) 一类费用 二类费用 (限价) 1 挖掘机 0.6m3 台班 676.528000000000020008883439004421234130859375 659.8079999999999927240423858165740966796875 268.5579999999999927240423858165740966796875 391.25 $1002$676.528$ 676.528000000000020008883439004421234130859375 659.8079999999999927240423858165740966796875 2 挖掘机 1m3 台班 946.847999999999956344254314899444580078125 920.624000000000023646862246096134185791015625 380.874000000000023646862246096134185791015625 539.75 $1003$946.848$ 946.847999999999956344254314899444580078125 920.624000000000023646862246096134185791015625 3 推土机 59kw 台班 505.3690000000000281943357549607753753662109375 490.58499999999997953636921010911464691162109375 129.585000000000007958078640513122081756591796875 361 $1017$505.369$ 505.3690000000000281943357549607753753662109375 490.58499999999997953636921010911464691162109375 4 推土机 74kw 台班 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 227.018000000000000682121026329696178436279296875 421.5 $1018$667.174$ 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 5 内燃压路机 12~15t 台班 455.07900000000000773070496506989002227783203125 444.6789999999999736246536485850811004638671875 152.179000000000002046363078989088535308837890625 292.5 $1053$455.079$ 455.07900000000000773070496506989002227783203125 444.6789999999999736246536485850811004638671875 6 刨毛机 台班 385.10399999999998499333742074668407440185546875 373.2640000000000100044417195022106170654296875 58.26400000000000289901436190120875835418701171875 315 $1055$385.104$ 385.10399999999998499333742074668407440185546875 373.2640000000000100044417195022106170654296875 7 蛙式打夯机 2.8kw 台班 143.9089999999999918145476840436458587646484375 143.9089999999999918145476840436458587646484375 6.45399999999999973709918776876293122768402099609375 137.455000000000012505552149377763271331787109375 $1056$143.909$ 143.9089999999999918145476840436458587646484375 143.9089999999999918145476840436458587646484375 8 混凝土搅拌机 0.4m3 台班 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 54.179000000000002046363078989088535308837890625 95.530000000000001136868377216160297393798828125 $2004$149.709$ 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 9 混凝土输送泵 30m3/h 台班 513.3619999999999663486960344016551971435546875 513.3619999999999663486960344016551971435546875 288.576999999999998181010596454143524169921875 224.784999999999996589394868351519107818603515625 $2024$513.362$ 513.3619999999999663486960344016551971435546875 513.3619999999999663486960344016551971435546875 10 振动器(插入式) 1.1kW 台班 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 8.5879999999999991899812812334857881069183349609375 1.7039999999999999591437926937942393124103546142578125 $2028$10.292$ 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 11 振动器(插入式) 1.5kW 台班 15.2870000000000008100187187665142118930816650390625 15.2870000000000008100187187665142118930816650390625 12.9440000000000008384404281969182193279266357421875 2.342999999999999971578290569595992565155029296875 $2029$15.287$ 15.2870000000000008100187187665142118930816650390625 15.2870000000000008100187187665142118930816650390625 12 振动器(插入式) 2.2kW 台班 17.08200000000000073896444519050419330596923828125 17.08200000000000073896444519050419330596923828125 13.4610000000000002984279490192420780658721923828125 3.620999999999999996447286321199499070644378662109375 $2030$17.082$ 17.08200000000000073896444519050419330596923828125 17.08200000000000073896444519050419330596923828125 13 振捣器 平板式2.2kW 台班 17.08200000000000073896444519050419330596923828125 17.08200000000000073896444519050419330596923828125 13.4610000000000002984279490192420780658721923828125 3.620999999999999996447286321199499070644378662109375 $2030$17.082$ 17.08200000000000073896444519050419330596923828125 17.08200000000000073896444519050419330596923828125 14 振动器(变频机组) 8.5kW 台班 77.1700000000000017053025658242404460906982421875 77.1700000000000017053025658242404460906982421875 63.5379999999999967030817060731351375579833984375 13.6319999999999996731503415503539144992828369140625 $2032$77.17$ 77.1700000000000017053025658242404460906982421875 77.1700000000000017053025658242404460906982421875 15 混凝土平仓振捣机 40kW 台班 837.250999999999976353137753903865814208984375 829.9550000000000409272615797817707061767578125 650.9550000000000409272615797817707061767578125 179 $2033$837.251$ 837.250999999999976353137753903865814208984375 829.9550000000000409272615797817707061767578125 16 风水枪 耗风量6m3/min 台班 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 3.785000000000000142108547152020037174224853515625 199.556000000000011596057447604835033416748046875 $2054$203.341$ 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 17 风(砂)水枪 耗风量6m3/min 台班 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 3.785000000000000142108547152020037174224853515625 199.556000000000011596057447604835033416748046875 $2054$203.341$ 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 18 载重汽车 5t 台班 415.3609999999999899955582804977893829345703125 415.3609999999999899955582804977893829345703125 99.1389999999999957935870043002068996429443359375 316.221999999999979991116560995578765869140625 $3004$415.361$ 415.3609999999999899955582804977893829345703125 415.3609999999999899955582804977893829345703125 19 自卸汽车 5t 台班 401.83899999999999863575794734060764312744140625 386.6770000000000209183781407773494720458984375 84.7770000000000010231815394945442676544189453125 301.8999999999999772626324556767940521240234375 $3013$401.839$ 401.83899999999999863575794734060764312744140625 386.6770000000000209183781407773494720458984375 20 自卸汽车 8t 台班 537.8229999999999790816218592226505279541015625 520.8500000000000227373675443232059478759765625 190.650000000000005684341886080801486968994140625 330.19999999999998863131622783839702606201171875 $3014$537.823$ 537.8229999999999790816218592226505279541015625 520.8500000000000227373675443232059478759765625 21 胶轮车 台班 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 0 $3042$4.904$ 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 22 塔式起重机 10t 台班 591.9420000000000072759576141834259033203125 591.9420000000000072759576141834259033203125 331.65699999999998226485331542789936065673828125 260.28500000000002501110429875552654266357421875 $5012$591.942$ 591.9420000000000072759576141834259033203125 591.9420000000000072759576141834259033203125 23 汽车起重机 5t 台班 416.9189999999999827196006663143634796142578125 416.9189999999999827196006663143634796142578125 111.7879999999999967030817060731351375579833984375 305.1309999999999718056642450392246246337890625 $5051$416.919$ 416.9189999999999827196006663143634796142578125 416.9189999999999827196006663143634796142578125 24 汽车起重机 8.0t 台班 471.00299999999998590283212251961231231689453125 459.8990000000000009094947017729282379150390625 156.3990000000000009094947017729282379150390625 303.5 $5053$471.003$ 471.00299999999998590283212251961231231689453125 459.8990000000000009094947017729282379150390625 25 卷扬机(双筒慢速)5.0t 台班 143.54099999999999681676854379475116729736328125 143.54099999999999681676854379475116729736328125 46.23599999999999710098563809879124164581298828125 97.30500000000000682121026329696178436279296875 $5119$143.541$ 143.54099999999999681676854379475116729736328125 143.54099999999999681676854379475116729736328125 26 离心水泵 单级7kW 台班 106.298000000000001818989403545856475830078125 106.298000000000001818989403545856475830078125 8.9930000000000003268496584496460855007171630859375 97.30500000000000682121026329696178436279296875 $9001$106.298$ 106.298000000000001818989403545856475830078125 106.298000000000001818989403545856475830078125 27 试压泵 2.5MPa 台班 76.31499999999999772626324556767940521240234375 76.31499999999999772626324556767940521240234375 5.9900000000000002131628207280300557613372802734375 70.3250000000000028421709430404007434844970703125 $9030$76.315$ 76.31499999999999772626324556767940521240234375 76.31499999999999772626324556767940521240234375 28 电焊机(直流)20kwA 台班 66.1230000000000046611603465862572193145751953125 66.1230000000000046611603465862572193145751953125 9.32300000000000039790393202565610408782958984375 56.7999999999999971578290569595992565155029296875 $9040$66.123$ 66.1230000000000046611603465862572193145751953125 66.1230000000000046611603465862572193145751953125 29 电焊机 交流 25 kVA 台班 45.14200000000000301270119962282478809356689453125 45.14200000000000301270119962282478809356689453125 3.962000000000000188293824976426549255847930908203125 41.17999999999999971578290569595992565155029296875 $9042$45.142$ 45.14200000000000301270119962282478809356689453125 45.14200000000000301270119962282478809356689453125 30 对焊机 电弧型 150 kwA 台班 355.85500000000001818989403545856475830078125 355.85500000000001818989403545856475830078125 27.57900000000000062527760746888816356658935546875 328.27600000000001045918907038867473602294921875 $9052$355.855$ 355.85500000000001818989403545856475830078125 355.85500000000001818989403545856475830078125 31 钢筋弯曲机 Φ6~40 台班 98.44499999999999317878973670303821563720703125 98.44499999999999317878973670303821563720703125 12.144999999999999573674358543939888477325439453125 86.2999999999999971578290569595992565155029296875 $9054$98.445$ 98.44499999999999317878973670303821563720703125 98.44499999999999317878973670303821563720703125 32 钢筋切断机 20kW 台班 143.47300000000001318767317570745944976806640625 143.47300000000001318767317570745944976806640625 17.413000000000000255795384873636066913604736328125 126.06000000000000227373675443232059478759765625 $9058$143.473$ 143.47300000000001318767317570745944976806640625 143.47300000000001318767317570745944976806640625 33 钢筋调直机 4~14kw 台班 116.4669999999999987494447850622236728668212890625 116.4669999999999987494447850622236728668212890625 25.907000000000000028421709430404007434844970703125 90.56000000000000227373675443232059478759765625 $9059$116.467$ 116.4669999999999987494447850622236728668212890625 116.4669999999999987494447850622236728668212890625 34 热焊机 ZPR-210型 台班 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 18.278999999999999914734871708787977695465087890625 67.4849999999999994315658113919198513031005859375 $9081$85.764$ 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 35 圆盘锯 台班 164.068999999999988403942552395164966583251953125 164.068999999999988403942552395164966583251953125 8.864000000000000767386154620908200740814208984375 155.205000000000012505552149377763271331787109375 $9090$164.069$ 164.068999999999988403942552395164966583251953125 164.068999999999988403942552395164966583251953125 36 自行式平地机118kw 台班 884.1960000000000263753463514149188995361328125 856.0359999999999445208231918513774871826171875 286.03600000000000136424205265939235687255859375 570 $T1031$884.196$ 884.1960000000000263753463514149188995361328125 856.0359999999999445208231918513774871826171875 37 内燃压路机6~8t 台班 309.154999999999972715158946812152862548828125 301.4750000000000227373675443232059478759765625 51.47500000000000142108547152020037174224853515625 250 $T1036$309.155$ 309.154999999999972715158946812152862548828125 301.4750000000000227373675443232059478759765625 38 蛙式打夯机2.8kw 台班 149.068999999999988403942552395164966583251953125 149.068999999999988403942552395164966583251953125 6.45399999999999973709918776876293122768402099609375 142.615000000000009094947017729282379150390625 $T1039$149.069$ 149.068999999999988403942552395164966583251953125 149.068999999999988403942552395164966583251953125 39 洒水车4800L 台班 387.14600000000001500666257925331592559814453125 387.14600000000001500666257925331592559814453125 94.006000000000000227373675443232059478759765625 293.1399999999999863575794734060764312744140625 $T4038$387.146$ 387.14600000000001500666257925331592559814453125 387.14600000000001500666257925331592559814453125 补充三 人材机用量汇总表 工程名称:**县泗桥乡泗桥等4个村2020年高标准农田建设项目 序号 名称及规格 单位 用量 单价 限价 差价 备注 材料号 材料标识 1 技工 工日 1331.680000000000063664629124104976654052734375 65 0 0 900010 A $900010$65$ 技工工日 2 机械工(技工) 工日 940.9600000000000363797880709171295166015625 65 0 0 900011 A $900011$65$ 机械工(技工)工日 3 普工 工日 3141.84999999999990905052982270717620849609375 50 0 0 900020 A $900020$50$ 普工工日 4 甲类工 工日 2.87999999999999989341858963598497211933135986328125 65 0 0 T1 A $T1$65$ 甲类工工日 5 乙类工 工日 813.0900000000000318323145620524883270263671875 50 0 0 T2 A $T2$50$ 乙类工工日 6 机械工 工日 38.21000000000000085265128291212022304534912109375 65 0 0 T6 A $T6$65$ 机械工工日 7 砂(砂浆用) m3 0.2099999999999999922284388276239042170345783233642578125 161.80000000000001136868377216160297393798828125 70 91.7999999999999971578290569595992565155029296875 001910 A1 $001910$161.8$ 砂(砂浆用)m3 8 碎石 ≤4cm m3 772.44000000000005456968210637569427490234375 101.9800000000000039790393202565610408782958984375 70 31.980000000000000426325641456060111522674560546875 002262 A1 $002262$101.98$ 碎石≤4cmm3 9 水泥42.5 kg 267837.900000000023283064365386962890625 0.495999999999999996447286321199499070644378662109375 0.34999999999999997779553950749686919152736663818359375 0.1499999999999999944488848768742172978818416595458984375 400100002 A1 $400100002$0.496$ 水泥42.5Kg 10 中砂 m3 501.6499999999999772626324556767940521240234375 161.80000000000001136868377216160297393798828125 70 91.7999999999999971578290569595992565155029296875 400500083 A1 $400500083$161.8$ 中砂m3 11 水 m3 2053.9600000000000363797880709171295166015625 2.29000000000000003552713678800500929355621337890625 0 0 403100218 A1 $403100218$2.29$ 水m3 12 风 m3 28207.68999999999869032762944698333740234375 0.200000000000000011102230246251565404236316680908203125 0 0 003044 A2 $003044$0.2$ 风m3 13 电 kw·h 6970 0.70999999999999996447286321199499070644378662109375 0 0 403100220 A2 $403100220$0.71$ 电kw.h 14 柴油 kg 5980.22999999999956344254314899444580078125 5.32000000000000028421709430404007434844970703125 5 0.320000000000000006661338147750939242541790008544921875 480100002 A2 $480100002$5.32$ 柴油Kg 15 汽油 kg 869.779999999999972715158946812152862548828125 6.70999999999999996447286321199499070644378662109375 0 0 480100028 A2 $480100028$6.71$ 汽油Kg 16 折旧费 元 17124.3499999999985448084771633148193359375 0.88495599999999996487787257137824781239032745361328125 0 0 CL_DJ11 A2 $CL_DJ11$0.885$ 折旧费元 17 修理及替换设备费 元 17416.88000000000101863406598567962646484375 0.91743099999999999649702431270270608365535736083984375 0 0 CL_DJ12 A2 $CL_DJ12$0.917$ 修理及替换设备费元 18 安装拆卸费 元 678.8899999999999863575794734060764312744140625 1 0 0 CL_DJ13 A2 $CL_DJ13$1$ 安装拆卸费元 19 砂 m3 12.199999999999999289457264239899814128875732421875 161.80000000000001136868377216160297393798828125 70 91.7999999999999971578290569595992565155029296875 001910 B $001910$161.8$ 砂m3 20 纯混凝土 C20 42.5水泥 2级配 中砂 碎石 ≤4cm m3 161.849999999999994315658113919198513031005859375 327.53800000000001091393642127513885498046875 205.306999999999987949195201508700847625732421875 122.2300000000000039790393202565610408782958984375 014-5 B $014-5$327.538$ 纯混凝土C2042.5水泥2级配中砂碎石≤4cmm3 P 21 纯混凝土 C25 42.5水泥 2级配 中砂 碎石 ≤4cm m3 337.48000000000001818989403545856475830078125 340.3890000000000100044417195022106170654296875 215.330000000000012505552149377763271331787109375 125.06000000000000227373675443232059478759765625 022-5 B $022-5$340.389$ 纯混凝土C2542.5水泥2级配中砂碎石≤4cmm3 P 22 纯混凝土 C30 42.5水泥 2级配 中砂 碎石 ≤4cm m3 5.96999999999999975131004248396493494510650634765625 349.17000000000001591615728102624416351318359375 222.4759999999999990905052982270717620849609375 126.68999999999999772626324556767940521240234375 030-5 B $030-5$349.17$ 纯混凝土C3042.5水泥2级配中砂碎石≤4cmm3 P 23 回填砂 m3 611.1699999999999590727384202182292938232421875 70 70 0 251478B B $251478B$70$ 回填砂m3 24 纯混凝土 C15 42.5水泥 2级配 碎石 ≤4cm 中砂 m3 412.740000000000009094947017729282379150390625 298.413999999999987267074175179004669189453125 184.27899999999999636202119290828704833984375 114.1400000000000005684341886080801486968994140625 306-5 B $306-5$298.414$ 纯混凝土C1542.5水泥2级配碎石≤4cm中砂m3 P 25 水泥砌筑砂浆 M7.5 42.5水泥 m3 0.190000000000000002220446049250313080847263336181640625 291.29000000000002046363078989088535308837890625 156.621000000000009322320693172514438629150390625 134.669999999999987494447850622236728668212890625 316-0 B $316-0$291.29$ 水泥砌筑砂浆m7.542.5水泥m3 P 26 砾石 m3 29.120000000000000994759830064140260219573974609375 50.60000000000000142108547152020037174224853515625 0 0 400500113 B $400500113$50.6$ 砾石m3 27 碎石 m3 586.26999999999998181010596454143524169921875 101.9800000000000039790393202565610408782958984375 70 31.980000000000000426325641456060111522674560546875 400500132 B $400500132$101.98$ 碎石m3 28 沥青 t 0.54000000000000003552713678800500929355621337890625 4300 0 0 900220 B $900220$4300$ 沥青t 29 锯材 m3 17.010000000000001563194018672220408916473388671875 1000 0 0 900580 B $900580$1000$ 锯材m3 30 润滑油 kg 0.9499999999999999555910790149937383830547332763671875 3.7599999999999997868371792719699442386627197265625 0 0 900730 B $900730$3.76$ 润滑油Kg 31 木柴 t 0.179999999999999993338661852249060757458209991455078125 340 0 0 901090 B $901090$340$ 木柴t 32 毛石 m3 21.3299999999999982946974341757595539093017578125 78.4500000000000028421709430404007434844970703125 70 8.449999999999999289457264239899814128875732421875 901190 B $901190$78.45$ 毛石m3 33 电焊条 kg 67.93999999999999772626324556767940521240234375 4.980000000000000426325641456060111522674560546875 0 0 901450 B $901450$4.98$ 电焊条Kg 34 板枋材 m3 0.059999999999999997779553950749686919152736663818359375 1157 0 0 901850 B $901850$1157$ 板枋材m3 35 编织袋 个 1089 0.90000000000000002220446049250313080847263336181640625 0 0 901920 B $901920$0.9$ 编织袋个 36 钢模板 kg 3.45000000000000017763568394002504646778106689453125 2.979999999999999982236431605997495353221893310546875 0 0 902090 B $902090$2.98$ 钢模板Kg 37 钢筋 t 9.5299999999999993605115378159098327159881591796875 3743.36000000000012732925824820995330810546875 4000 0 902410 B $902410$3743.36$ 钢筋t 38 碎(卵)石 m3 7.2400000000000002131628207280300557613372802734375 101.9800000000000039790393202565610408782958984375 70 31.980000000000000426325641456060111522674560546875 902900 B $902900$101.98$ 碎(卵)石m3 39 橡胶止水圈 个 5.6699999999999999289457264239899814128875732421875 6 0 0 903910 B $903910$6$ 橡胶止水圈个 40 铁钉 kg 247.770000000000010231815394945442676544189453125 6.0099999999999997868371792719699442386627197265625 0 0 904170 B $904170$6.01$ 铁钉Kg 41 铁件 kg 310.1100000000000136424205265939235687255859375 4.8499999999999996447286321199499070644378662109375 0 0 904190 B $904190$4.85$ 铁件Kg 42 土工布 m2 56.17999999999999971578290569595992565155029296875 6.44000000000000039079850466805510222911834716796875 0 0 904320 B $904320$6.44$ 土工布m2 43 铁丝 kg 384.17000000000001591615728102624416351318359375 2.890000000000000124344978758017532527446746826171875 0 0 904410 B $904410$2.89$ 铁丝Kg 44 胶合模板(18mm) m2 974.8400000000000318323145620524883270263671875 45 0 0 906210 B $906210$45$ 胶合模板(18mm)m2 45 安全警示牌 块 18 200 0 0 BC001 B $BC001$200$ 安全警示牌块 46 标志牌 座 1 3000 0 0 BC002 B $BC002$3000$ 标志牌座 47 拦污栅 扇 6 50 0 0 BC003 B $BC003$50$ 拦污栅扇 48 铁丝网护栏(采用防锈钢丝) m2 297 60 0 0 BC004 B $BC004$60$ 铁丝网护栏(采用防锈钢丝)m2 49 预制巴歇尔槽构件 组 1 1500 0 0 BC005 B $BC005$1500$ 预制巴歇尔槽构件组 50 挖掘机 0.6m3 台班 2.529999999999999804600747665972448885440826416015625 676.528000000000020008883439004421234130859375 659.8079999999999927240423858165740966796875 16.719999999999998863131622783839702606201171875 1002 C $1002$676.528$ 挖掘机0.6m3台班 J 51 挖掘机 1m3 台班 16.6700000000000017053025658242404460906982421875 946.847999999999956344254314899444580078125 920.624000000000023646862246096134185791015625 26.219999999999998863131622783839702606201171875 1003 C $1003$946.848$ 挖掘机1m3台班 J 52 推土机 59kw 台班 2.37000000000000010658141036401502788066864013671875 505.3690000000000281943357549607753753662109375 490.58499999999997953636921010911464691162109375 14.7799999999999993605115378159098327159881591796875 1017 C $1017$505.369$ 推土机59kw台班 J 53 推土机 74kw 台班 36.1400000000000005684341886080801486968994140625 667.1739999999999781721271574497222900390625 648.51800000000002910383045673370361328125 18.660000000000000142108547152020037174224853515625 1018 C $1018$667.174$ 推土机74kw台班 J 54 内燃压路机 12~15t 台班 5.07000000000000028421709430404007434844970703125 455.07900000000000773070496506989002227783203125 444.6789999999999736246536485850811004638671875 10.4000000000000003552713678800500929355621337890625 1053 C $1053$455.079$ 内燃压路机12-15t台班 J 55 刨毛机 台班 0.939999999999999946709294817992486059665679931640625 385.10399999999998499333742074668407440185546875 373.2640000000000100044417195022106170654296875 11.839999999999999857891452847979962825775146484375 1055 C $1055$385.104$ 刨毛机台班 J 56 蛙式打夯机 2.8kw 台班 281.42000000000001591615728102624416351318359375 143.9089999999999918145476840436458587646484375 143.9089999999999918145476840436458587646484375 0 1056 C $1056$143.909$ 蛙式打夯机2.8kw台班 J 57 混凝土搅拌机 0.4m3 台班 27.489999999999998436805981327779591083526611328125 149.70900000000000318323145620524883270263671875 149.70900000000000318323145620524883270263671875 0 2004 C $2004$149.709$ 混凝土搅拌机0.4m3台班 J 58 混凝土输送泵 30m3/h 台班 2.6699999999999999289457264239899814128875732421875 513.3619999999999663486960344016551971435546875 513.3619999999999663486960344016551971435546875 0 2024 C $2024$513.362$ 混凝土输送泵30m3/h台班 J 59 振动器(插入式) 1.1kW 台班 63.02000000000000312638803734444081783294677734375 10.2919999999999998152588887023739516735076904296875 10.2919999999999998152588887023739516735076904296875 0 2028 C $2028$10.292$ 振动器(插入式)1.1kW台班 J 60 振动器(插入式) 1.5kW 台班 0.0299999999999999988897769753748434595763683319091796875 15.2870000000000008100187187665142118930816650390625 15.2870000000000008100187187665142118930816650390625 0 2029 C $2029$15.287$ 振动器(插入式)1.5kW台班 J 61 振动器(插入式) 2.2kW 台班 0.4899999999999999911182158029987476766109466552734375 17.08200000000000073896444519050419330596923828125 17.08200000000000073896444519050419330596923828125 0 2030 C $2030$17.082$ 振动器(插入式)2.2kW台班 J 62 振捣器 平板式2.2kW 台班 1.04000000000000003552713678800500929355621337890625 17.08200000000000073896444519050419330596923828125 17.08200000000000073896444519050419330596923828125 0 2030 C $2030$17.082$ 振捣器平板式2.2kW台班 J 63 振动器(变频机组) 8.5kW 台班 0.059999999999999997779553950749686919152736663818359375 77.1700000000000017053025658242404460906982421875 77.1700000000000017053025658242404460906982421875 0 2032 C $2032$77.17$ 振动器(变频机组)8.5kW台班 J 64 混凝土平仓振捣机 40kW 台班 0.040000000000000000832667268468867405317723751068115234375 837.250999999999976353137753903865814208984375 829.9550000000000409272615797817707061767578125 7.29999999999999982236431605997495353221893310546875 2033 C $2033$837.251$ 混凝土平仓振捣机40kW台班 J 65 风水枪 耗风量6m3/min 台班 0.770000000000000017763568394002504646778106689453125 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 0 2054 C $2054$203.341$ 风水枪耗风量6m3/min台班 J 66 风(砂)水枪 耗风量6m3/min 台班 34.03999999999999914734871708787977695465087890625 203.3410000000000081854523159563541412353515625 203.3410000000000081854523159563541412353515625 0 2054 C $2054$203.341$ 风(砂)水枪耗风量6m3/min台班 J 67 载重汽车 5t 台班 15.07000000000000028421709430404007434844970703125 415.3609999999999899955582804977893829345703125 415.3609999999999899955582804977893829345703125 0 3004 C $3004$415.361$ 载重汽车5t台班 J 68 自卸汽车 5t 台班 27.019999999999999573674358543939888477325439453125 401.83899999999999863575794734060764312744140625 386.6770000000000209183781407773494720458984375 15.160000000000000142108547152020037174224853515625 3013 C $3013$401.839$ 自卸汽车5t台班 J 69 自卸汽车 8t 台班 13.910000000000000142108547152020037174224853515625 537.8229999999999790816218592226505279541015625 520.8500000000000227373675443232059478759765625 16.969999999999998863131622783839702606201171875 3014 C $3014$537.823$ 自卸汽车8t台班 J 70 胶轮车 台班 126.9500000000000028421709430404007434844970703125 4.903999999999999914734871708787977695465087890625 4.903999999999999914734871708787977695465087890625 0 3042 C $3042$4.904$ 胶轮车台班 J 71 塔式起重机 10t 台班 0.289999999999999980015985556747182272374629974365234375 591.9420000000000072759576141834259033203125 591.9420000000000072759576141834259033203125 0 5012 C $5012$591.942$ 塔式起重机10t台班 J 72 汽车起重机 5t 台班 11.4700000000000006394884621840901672840118408203125 416.9189999999999827196006663143634796142578125 416.9189999999999827196006663143634796142578125 0 5051 C $5051$416.919$ 汽车起重机5t台班 J 73 汽车起重机 8.0t 台班 0.5 471.00299999999998590283212251961231231689453125 459.8990000000000009094947017729282379150390625 11.0999999999999996447286321199499070644378662109375 5053 C $5053$471.003$ 汽车起重机8.0t台班 J 74 卷扬机(双筒慢速)5.0t 台班 0.330000000000000015543122344752191565930843353271484375 143.54099999999999681676854379475116729736328125 143.54099999999999681676854379475116729736328125 0 5119 C $5119$143.541$ 卷扬机(双筒慢速)5.0t台班 J 75 离心水泵 单级7kW 台班 6 106.298000000000001818989403545856475830078125 106.298000000000001818989403545856475830078125 0 9001 C $9001$106.298$ 离心水泵单级7kW台班 J 76 试压泵 2.5MPa 台班 0.059999999999999997779553950749686919152736663818359375 76.31499999999999772626324556767940521240234375 76.31499999999999772626324556767940521240234375 0 9030 C $9030$76.315$ 试压泵2.5mPa台班 J 77 电焊机(直流)20kwA 台班 0.040000000000000000832667268468867405317723751068115234375 66.1230000000000046611603465862572193145751953125 66.1230000000000046611603465862572193145751953125 0 9040 C $9040$66.123$ 电焊机(直流)20kwA台班 J 78 电焊机 交流 25 kVA 台班 7.7599999999999997868371792719699442386627197265625 45.14200000000000301270119962282478809356689453125 45.14200000000000301270119962282478809356689453125 0 9042 C $9042$45.142$ 电焊机交流25kVA台班 J 79 对焊机 电弧型 150 kwA 台班 0.2800000000000000266453525910037569701671600341796875 355.85500000000001818989403545856475830078125 355.85500000000001818989403545856475830078125 0 9052 C $9052$355.855$ 对焊机电弧型150kwA台班 J 80 钢筋弯曲机 Φ6~40 台班 0.83999999999999996891375531049561686813831329345703125 98.44499999999999317878973670303821563720703125 98.44499999999999317878973670303821563720703125 0 9054 C $9054$98.445$ 钢筋弯曲机Φ6-40台班 J 81 钢筋切断机 20kW 台班 0.2800000000000000266453525910037569701671600341796875 143.47300000000001318767317570745944976806640625 143.47300000000001318767317570745944976806640625 0 9058 C $9058$143.473$ 钢筋切断机20kW台班 J 82 钢筋调直机 4~14kw 台班 0.4699999999999999733546474089962430298328399658203125 116.4669999999999987494447850622236728668212890625 116.4669999999999987494447850622236728668212890625 0 9059 C $9059$116.467$ 钢筋调直机4-14kw台班 J 83 热焊机 ZPR-210型 台班 87.7300000000000039790393202565610408782958984375 85.7639999999999957935870043002068996429443359375 85.7639999999999957935870043002068996429443359375 0 9081 C $9081$85.764$ 热焊机ZPR-210型台班 J 84 圆盘锯 台班 20.6400000000000005684341886080801486968994140625 164.068999999999988403942552395164966583251953125 164.068999999999988403942552395164966583251953125 0 9090 C $9090$164.069$ 圆盘锯台班 J 85 自行式平地机118kw 台班 0.11999999999999999555910790149937383830547332763671875 884.1960000000000263753463514149188995361328125 856.0359999999999445208231918513774871826171875 28.160000000000000142108547152020037174224853515625 T1031 C $T1031$884.196$ 自行式平地机118kw台班 J 86 内燃压路机6~8t 台班 0.7399999999999999911182158029987476766109466552734375 309.154999999999972715158946812152862548828125 301.4750000000000227373675443232059478759765625 7.67999999999999971578290569595992565155029296875 T1036 C $T1036$309.155$ 内燃压路机6-8t台班 J 87 蛙式打夯机2.8kw 台班 18.1400000000000005684341886080801486968994140625 149.068999999999988403942552395164966583251953125 149.068999999999988403942552395164966583251953125 0 T1039 C $T1039$149.069$ 蛙式打夯机2.8kw台班 J 88 洒水车4800L 台班 0.190000000000000002220446049250313080847263336181640625 387.14600000000001500666257925331592559814453125 387.14600000000001500666257925331592559814453125 0 T4038 C $T4038$387.146$ 洒水车4800L台班 J 89 预制混凝土管(300mm) m 27.269999999999999573674358543939888477325439453125 50 0 0 223383B F $223383B$50$ 预制混凝土管(300mm)m 90 水表 个 1 1450 0 0 237771B F $237771B$1450$ 水表个 91 DN50mmPE管 m 1644.240000000000009094947017729282379150390625 13 0 0 273882B F $273882B$13$ DN50mmPE管m 92 DN90mmPE管 m 29.269999999999999573674358543939888477325439453125 30 0 0 313882B F $313882B$30$ DN90mmPE管m 93 DN50mmPE管闸阀 个 56 16 0 0 332881B F $332881B$16$ DN50mmPE管闸阀个 94 DN50mmPE管三通 个 21 6 0 0 342001B F $342001B$6$ DN50mmPE管三通个 95 DN63mmPE管闸阀 个 35 50 0 0 343181B F $343181B$50$ DN63mmPE管闸阀个 96 DN63mmPE管三通 个 13 10 0 0 352301B F $352301B$10$ DN63mmPE管三通个 97 DN75mmPE管闸阀 个 90 52 0 0 353381B F $353381B$52$ DN75mmPE管闸阀个 98 DN75mmPE管三通 个 37 15 0 0 362501B F $362501B$15$ DN75mmPE管三通个 99 DN90mmPE管闸阀 个 15 130 0 0 372881B F $372881B$130$ DN90mmPE管闸阀个 100 DN90mmPE管三通 个 6 22 0 0 382001B F $382001B$22$ DN90mmPE管三通个 101 DN25mmPVC管安装 m 15.5 5 0 0 413287B F $413287B$5$ DN25mmPVC管安装m 102 DN63mmPE管排气阀 个 2 190 0 0 422390B F $422390B$190$ DN63mmPE管排气阀个 103 DN50mmPE给水管 m 18.3599999999999994315658113919198513031005859375 13 0 0 429769B F $429769B$13$ DN50mmPE给水管m 104 DN75mmPE管排气阀 个 6 210 0 0 432590B F $432590B$210$ DN75mmPE管排气阀个 105 DN50mmPVC管安装 m 117.909999999999996589394868351519107818603515625 9 0 0 442787B F $442787B$9$ DN50mmPVC管安装m 106 DN90mmPE管排气阀 个 1 260 0 0 452090B F $452090B$260$ DN90mmPE管排气阀个 107 DN75mmPE管排污阀 个 3 210 0 0 501590B F $501590B$210$ DN75mmPE管排污阀个 108 DN90mmPE管排污阀 个 17 280 0 0 521090B F $521090B$280$ DN90mmPE管排污阀个 109 DN63mmPE管(0.60Mpa) m 1330.079999999999927240423858165740966796875 15 0 0 618138B F $618138B$15$ DN63mmPE管(0.60mpa)m 110 DN75mmPE管(0.60Mpa) m 3960.65999999999985448084771633148193359375 25 0 0 628338B F $628338B$25$ DN75mmPE管(0.60mpa)m 111 DN90mmPE管(0.60Mpa) m 444.720000000000027284841053187847137451171875 30 0 0 647838B F $647838B$30$ DN90mmPE管(0.60mpa)m