土地整治农林牧渔业工程施工招标公告（邵武市张厝乡人民政府2025）

频道：招标公告｜地区：｜发布时间：2025-06-11 12:38:44

邵武市张厝乡张厝村2025年土地整治项目竞争性磋商公告

项目概况

受邵武市张厝乡人民政府委托，福建省天海招标有限公司对[350781]FJTH[CS]2025001、邵武市张厝乡张厝村2025年土地整治项目组织竞争性磋商，现欢迎国内合格的供应商前来参加。邵武市张厝乡张厝村2025年土地整治项目的潜在供应商应在福建省政府采购网(zfcg.czt.fujian.gov.cn)免费申请账号在福建省政府采购网上公开信息系统按项目获取采购文件，并于2025年06月25日 09时00分00秒（北京时间）前递交响应文件。

一、项目基本情况

项目编号：[350781]FJTH[CS]2025001
项目名称：邵武市张厝乡张厝村2025年土地整治项目
采购方式：竞争性磋商
预算金额：905,320.00元

采购包1(邵武市张厝乡张厝村2025年土地整治项目):
采购包预算金额：905,320.00元
采购包最高限价： 832,894.40元
磋商保证金： 9,053.20元
采购需求：（包括但不限于标的的名称、数量、简要技术需求或服务要求等）

品目号
品目编码及品目名称
采购标的
数量（单位）
允许进口
简要需求或要求
品目预算(元)
中小企业划分标准所属行业

1-1
B02129900-其他农林牧渔业工程施工
其他农林牧渔业工程施工
1(项)
否
邵武市张厝乡张厝村2025年土地整治项目
905,320.00
建筑业

本采购包不接受联合体投标

合同履行期限：自合同签订之日起90日历天内完成项目。

二、申请人的资格要求：

1.满足《中华人民共和国政府采购法》第二十二条规定;
2.落实政府采购政策需满足的资格要求：

采购包1：
本采购包为专门面向中小企业采购，供应商须提供中小企业声明函。监狱企业、残疾人福利性单位视同小型、微型企业。

3.本项目的特定资格要求：

采购包1：
(1)①本采购包允许供应商采用资格承诺制。采用资格承诺制的供应商，应当根据投标(响应)格式文件要求提供资格承诺函，无需提供《政府采购法实施条例》第十七条第一款规定的一般资格条件证明材料；资格承诺函不符合采购文件要求的，视为未按照采购文件规定提交供应商的资格及资信文件，按资格审查不合格处理。②采购项目有特殊资格要求的，供应商还应按要求提供相应的证明材料。；(2)供应商须具备合格有效的不低于叁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》，须提供相关证书复印件并加盖供应商单位公章。；(3)供应商拟担任本项目的项目负责人应具备不低于二级水利水电工程专业注册建造师资质，并具备有效的安全生产考核合格证书（B证）。。

三、采购项目需要落实的政府采购政策

进口产品：不适用于本项目
节能产品：不适用于本项目
环境标志产品：不适用于本项目
绿色建材：不适用于本项目

四、获取采购文件

时间： 2025-06-11 至 2025-06-18 ，（提供期限自本公告发布之日起不得少于5个工作日），每天上午00:00:00至12:00:00，下午12:00:00至23:59:59（北京时间，法定节假日除外）
地点：采购文件随同本项目采购公告一并发布，供应商应通过福建省政府采购网上公开信息系统的注册账号（免费注册）并获取竞争性磋商文件(登陆福建省政府采购网上公开信息系统进行文件获取)，否则报价响应将被拒绝。
方式：在线获取
售价：免费

五、响应文件提交

截止时间：2025-06-25 09:00:00（北京时间）（从磋商文件开始发出之日起至供应商提交首次响应文件截止之日止不得少于10日）
地点：福建省南平市邵武市邵武市解放东路121号1幢9单元福建闽华晟工程管理有限公司

六、开启

时间：2025-06-25 09:00:00（北京时间）
地点：福建省南平市邵武市邵武市解放东路121号1幢9单元福建闽华晟工程管理有限公司

七、公告期限

自本公告发布之日起3个工作日。

八、其他补充事宜

无。

九、对本次招标提出询问，请按以下方式联系。

1.采购人信息

名称：邵武市张厝乡人民政府
地址：邵武市张厝乡张厝街50号
联系方式：18850639400

2.采购代理机构信息（如有）

名称：福建省天海招标有限公司
地址：鼓东街道营迹路69号恒力创富中心西塔8层
联系方式： 15980631928、0591-87878462转809、818

3.项目联系方式

项目联系人：林建、古雯、林淇、张书恒
电话： 15980631928、0591-87878462转809、818
网址： zfcg.czt.fujian.gov.cn
开户名：福建省天海招标有限公司

福建省天海招标有限公司

2025年06月11日

相关附件：

邵武市张厝乡张厝村2025年土地整治项目（[350781]FJTH[CS]202500120250610001）-文件集.zip

公告概要：

公告信息：

采购项目名称
邵武市张厝乡张厝村2025年土地整治项目

品目

采购单位
邵武市张厝乡人民政府

行政区域
邵武市
公告时间
2025年06月11日 11:20

获取采购文件时间
2025年06月11日至2025年06月18日每日上午:00:00 至 12:00下午:12:00 至 23:59（北京时间，法定节假日除外）

响应文件递交地点
通过项目电子化交易系统-投标（响应）管理在线提交响应文件

响应文件开启时间
2025年06月25日 09:00

响应文件开启地点
采购文件随同本项目采购公告一并发布，供应商应通过福建省政府采购网上公开信息系统的注册账号（免费注册）并获取竞争性磋商文件(登陆福建省政府采购网上公开信息系统进行文件获取)，否则报价响应将被拒绝。

预算金额
￥90.532000万元（人民币）

联系人及联系方式：

项目联系人
林建、古雯、林淇、张书恒

项目联系电话
15980631928、0591-87878462转809、818

采购单位
邵武市张厝乡人民政府

采购单位地址
邵武市张厝乡张厝街50号

采购单位联系方式
18850639400

代理机构名称
福建省天海招标有限公司

代理机构地址
鼓东街道营迹路69号恒力创富中心西塔8层

代理机构联系方式
15980631928、0591-87878462转809、818

附件：

附件1

\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n邵武市张厝乡张厝村2025年土地整治项目\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n招标控制价\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n招标控制价(小写):\n\n\n905320元\n其中：甲供材料费\n\n\n\n\n\n\n\n\n\n(大写):\n玖拾万零伍仟叁佰贰拾圆整\n\n\n其中：甲供材料费\n\n\n\n\n\n\n\n\n\n招标人:\n\n\n\n造价咨询人:\n\n\n\n\n(盖单位公章)\n\n\n(盖单位公章)\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n法定代表人\n或其授权人:\n\n\n\n法定代表人\n或其授权人:\n\n\n\n\n(签字或盖章)\n\n\n(签字或盖章)\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制人:\n\n\n\n审核人:\n\n\n\n\n(加盖执业印章)\n\n\n(加盖执业印章)\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制时间:\n\n45774.0\n\n\n\n\n\n\n补充三\n\n\n\n\n\n\n\n\n\n\n\n\n\n人材机用量汇总表\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程名称：邵武市张厝乡张厝村2025年土地整治项目\n\n\n\n\n\n\n\n\n\n\n\n\n\n序号\n名称及规格\n单位\n用量\n单价\n限价\n差价\n备注\n材料号\n材料标识\n\n用于限价的计算\n\n\n1\n定额人工费\n元\n0.0\n1.0\n0.0\n0.0\n\n000000018\nA\n$000000018$1$\n1.0\n定额人工费元\n\n2\n甲类工\n工日\n113.02\n65.0\n0.0\n0.0\n\nT1\nA\n$T1$65$\n65.0\n甲类工工日\n\n3\n乙类工\n工日\n2084.23\n50.0\n0.0\n0.0\n\nT2\nA\n$T2$50$\n50.0\n乙类工工日\n\n4\n机械工\n工日\n1022.28\n65.0\n0.0\n0.0\n\nT6\nA\n$T6$65$\n65.0\n机械工工日\n\n5\n粗砂\nm3\n0.0\n150.5\n60.0\n90.5\n\n001911\nA1\n$001911$150.5$\n60.0\n粗砂m3\n\n6\n水泥32.5\nkg\n0.0\n0.372\n0.3\n0.07\n\n400100001\nA1\n$400100001$0.372$\n0.3\n水泥32.5Kg\n\n7\n卵石 ≤4cm\nm3\n0.0\n53.93\n60.0\n0.0\n\n400500120\nA1\n$400500120$53.93$\n53.93\n卵石≤4cmm3\n\n8\n水\nm3\n0.0\n2.23\n0.0\n0.0\n\n403100218\nA1\n$403100218$2.23$\n2.23\n水m3\n\n9\n折旧费\n元\n35330.5\n0.885\n0.0\n0.0\n\nCL_DJ11\nA1\n$CL_DJ11$0.885$\n0.885\n折旧费元\n\n10\n修理及替换设备费\n元\n27842.57\n0.917\n0.0\n0.0\n\nCL_DJ12\nA1\n$CL_DJ12$0.917$\n0.917\n修理及替换设备费元\n\n11\n安装拆卸费\n元\n922.43\n1.0\n0.0\n0.0\n\nCL_DJ13\nA1\n$CL_DJ13$1$\n1.0\n安装拆卸费元\n\n12\n电\nkw·h\n8754.75\n0.73\n0.0\n0.0\n\n003043\nA2\n$003043$0.73$\n0.73\n电kw.h\n\n13\n柴油\nkg\n23191.39\n7.57\n4.5\n3.07\n\n480100002\nA2\n$480100002$7.57$\n4.5\n柴油Kg\n\n14\n密封胶\nkg\n0.0\n9.88\n0.0\n0.0\n\n402100189\nB\n$402100189$9.88$\n9.88\n密封胶Kg\n\n15\n油毡\nm2\n0.0\n1.65\n0.0\n0.0\n\n402500104\nB\n$402500104$1.65$\n1.65\n油毡m2\n\n16\n金刚石刀片\n片\n0.0\n387.61\n0.0\n0.0\n\n403100673\nB\n$403100673$387.61$\n387.61\n金刚石刀片片\n\n17\n犁耕打田\n亩\n33.38\n500.0\n0.0\n0.0\n\nBC001\nB\n$BC001$500$\n500.0\n犁耕打田亩\n\n18\n锯材\nm3\n0.0\n1379.0\n1200.0\n179.0\n\nT122\nB\n$T122$1379$\n1200.0\n锯材m3\n\n19\n块石\nm3\n0.0\n67.96\n40.0\n27.96\n\nT129\nB\n$T129$67.96$\n40.0\n块石m3\n\n20\n沥青\nt\n0.0\n3780.0\n0.0\n0.0\n\nT133\nB\n$T133$3780$\n3780.0\n沥青t\n\n21\n筛网过滤器\n套\n0.0\n5.0\n0.0\n0.0\n\nT176\nB\n$T176$5$\n5.0\n筛网过滤器套\n\n22\n木柴\nt\n0.0\n460.0\n0.0\n0.0\n\nT20120010\nB\n$T20120010$460$\n460.0\n木柴t\n\n23\n草籽\nkg\n0.0\n10.0\n0.0\n0.0\n\nT20120040\nB\n$T20120040$10$\n10.0\n草籽Kg\n\n24\n橡胶圈\n个\n0.0\n2.0\n0.0\n0.0\n\nT220\nB\n$T220$2$\n2.0\n橡胶圈个\n\n25\n砂砾石\nm3\n0.0\n67.96\n0.0\n0.0\n\nT271\nB\n$T271$67.96$\n67.96\n砂砾石m3\n\n26\n纯混凝土C25 R32.5 粗砂卵石 ≤4cm\nm3\n0.0\n230.073\n165.218\n64.86\n\nT577-0\nB\n$T577-0$230.073$\n165.218\n纯混凝土C25R32.5粗砂卵石≤4cmm3\n\n27\n混凝土路面锯缝机不含刀片(房建)\n台班\n0.0\n28.74\n0.0\n0.0\n\n610100122\nC\n$610100122$28.74$\n28.74\n混凝土路面锯缝机不含刀片(房建)台班\n\n28\n挖掘机电动2m3\n台班\n19.16\n926.501\n926.501\n0.0\n\nT1001\nC\n$T1001$926.501$\n926.501\n挖掘机电动2m3台班\n\n29\n挖掘机油动1m3\n台班\n17.23\n987.531\n758.571\n228.96\n\nT1004\nC\n$T1004$987.531$\n758.571\n挖掘机油动1m3台班\n\n30\n推土机55kw\n台班\n232.51\n500.44\n373.24\n127.2\n\nT1012\nC\n$T1012$500.44$\n373.24\n推土机55kw台班\n\n31\n推土机59kw\n台班\n12.54\n536.187\n396.267\n139.92\n\nT1013\nC\n$T1013$536.187$\n396.267\n推土机59kw台班\n\n32\n推土机74kw\n台班\n0.0\n740.102\n565.202\n174.9\n\nT1014\nC\n$T1014$740.102$\n565.202\n推土机74kw台班\n\n33\n自行式平地机118kw\n台班\n0.0\n1091.876\n812.036\n279.84\n\nT1031\nC\n$T1031$1091.876$\n812.036\n自行式平地机118kw台班\n\n34\n内燃压路机6～8t\n台班\n0.0\n365.795\n289.475\n76.32\n\nT1036\nC\n$T1036$365.795$\n289.475\n内燃压路机6-8t台班\n\n35\n内燃压路机12t\n台班\n0.0\n431.243\n332.663\n98.58\n\nT1038\nC\n$T1038$431.243$\n332.663\n内燃压路机12t台班\n\n36\n蛙式打夯机2.8kw\n台班\n23.4\n149.429\n149.429\n0.0\n\nT1039\nC\n$T1039$149.429$\n149.429\n蛙式打夯机2.8kw台班\n\n37\n刨毛机\n台班\n0.0\n488.124\n369.112\n119.01\n\nT1051\nC\n$T1051$488.124$\n369.112\n刨毛机台班\n\n38\n挖掘机0.25m3\n台班\n0.01\n402.687\n337.497\n65.19\n\nT1053\nC\n$T1053$402.687$\n337.497\n挖掘机0.25m3台班\n\n39\n搅拌机0.4m3\n台班\n0.0\n223.363\n223.363\n0.0\n\nT3002\nC\n$T3002$223.363$\n223.363\n搅拌机0.4m3台班\n\n40\n自卸汽车5t\n台班\n310.21\n474.877\n350.857\n124.02\n\nT4011\nC\n$T4011$474.877$\n350.857\n自卸汽车5t台班\n\n41\n自卸汽车8t\n台班\n0.0\n574.71\n527.18\n47.53\n\nT4012\nC\n$T4012$574.71$\n527.18\n自卸汽车8t台班\n\n42\n双胶轮车\n台班\n6.67\n2.924\n2.924\n0.0\n\nT4040\nC\n$T4040$2.924$\n2.924\n双胶轮车台班\n\n43\n羊角碾5～7t，拖拉机59kw\n台班\n0.0\n652.375\n477.475\n174.9\n\nT8004\nC\n$T8004$652.375$\n477.475\n羊角碾5-7t,拖拉机59kw台班\n\n44\nPE管道 DN50\nm\n0.0\n8.31\n0.0\n0.0\n\nT1101\nF\n$T1101$8.31$\n8.31\nPE管道DN50m\n\n45\nPE管道 DN110\nm\n0.0\n41.73\n0.0\n0.0\n\nT1104\nF\n$T1104$41.73$\n41.73\nPE管道DN110m\n\n46\nPVC管道 DN50\nm\n0.0\n15.0\n0.0\n0.0\n\nT1501\nF\n$T1501$15$\n15.0\nPVC管道DN50m\n\n\n\n\n\n\n\n\n\n工程造价汇总表\n\n\n\n\n\n项目名称：邵武市张厝乡张厝村2025年土地整治项目\n\n\n金额单位:元\n\n\n序号\n单项名称\n预算金额\n各项费用占工程施工费的比例(%)\n\n\n\n(1)\n(2)\n(3)\n\n\n1\n工程施工费\n905320.0\n100.0\n1\n\n2\n设备购置费\n0.0\n0.0\n1\n\n总计\n-\n905320.0\n\nA\n\n\n\n表3\n\n\n\n\n\n\n工程招标控制价汇总表\n\n\n\n\n\n\n项目名称：邵武市张厝乡张厝村2025年土地整治项目\n\n\n金额单位:元\n\n\n\n序号\n单项名称\n预算金额\n各项费用占工程施工费的比例(%)\n\n\n\n\n(1)\n(2)\n(3)\n\n\n\n一\n土地平整工程\n818823.0\n90.45\n1\n9\n\n（一）\n耕作田块修筑工程\n818823.0\n90.45\n2\n10\n\n二\n灌溉与排水工程\n52891.0\n5.84\n1\n83\n\n1\n排洪沟\n43535.0\n4.81\n2\n85\n\n2\n土渠1\n3613.0\n0.4\n2\n118\n\n3\n土渠2\n2380.0\n0.26\n2\n128\n\n4\n土渠3\n2519.0\n0.28\n2\n129\n\n3\n过路涵管1\n539.0\n0.06\n2\n125\n\n4\n过路涵管2\n305.0\n0.03\n2\n126\n\n四\n田间道路\n32664.0\n3.61\n1\n115\n\n1\n下田坡道\n6276.0\n0.69\n2\n116\n\n2\n生产路1\n3980.0\n0.44\n2\n124\n\n3\n生产路2\n19490.0\n2.15\n2\n122\n\n4\n错车道\n2919.0\n0.32\n2\n127\n\n五\n水土保持措施\n942.0\n0.1\n1\n123\n\n总计\n-\n905320.0\n\nA\n\n\n\n\n表3-1\n\n\n\n\n\n\n\n\n\n\n\n工程施工费招标控制价表\n\n\n\n\n\n\n\n\n\n\n\n工程名称：邵武市张厝乡张厝村2025年土地整治项目\n\n\n\n\n金额单位：元\n\n\n\n\n\n\n编号\n定额编号\n单项名称\n单位\n工程量\n综合单价\n合计\n备注\n级别\n\n\n\n\n(1)\n(2)\n(3)\n(4)\n(5)\n(6)\n\n\n\n\n\n一\n\n土地平整工程\n元\n0.0\n0.0\n818823.0\n\n1\n9\n\n\n（一）\n\n耕作田块修筑工程\n元\n0.0\n0.0\n818823.0\n\n2\n10\n\n\n1\n\n土地平整工程\n亩\n49.63\n7856.68\n389927.0\n\n3\n97\n\n\n\n10040\n人工清理表土\nm2\n34153.35\n2.32\n79236.0\n\n4\n\n$人工清理表土$2.32$\n\n\n10204+10315\n田内土方平整\nm3\n20492.0\n11.87\n243240.0\n\n4\n\n$田内土方平整$11.87$\n\n\n10042×0.5\n田埂修筑\nm3\n310.51\n16.85\n5232.0\n\n4\n\n$田埂修筑$16.85$\n\n\n10334\n田坎修筑\nm3\n2922.46\n21.29\n62219.0\n\n4\n\n$田坎修筑$21.29$\n\n2\n\n保水层\n亩\n49.63\n2377.87\n118014.0\n\n3\n95\n\n\n\n10226×0.88\n客运保水层（6-7km）\nm3\n2932.03\n23.45\n68756.0\n\n4\n\n$客运保水层（6-7km）$23.45$\n\n\n80001\n保水层夯实\nm2\n29320.0\n1.68\n49258.0\n\n4\n\n$保水层夯实$1.68$\n\n3\n\n耕作层\n亩\n49.63\n6263.99\n310882.0\n\n3\n98\n\n\n\n10226×0.88\n客耕作土（6-7km）\nm3\n8796.08\n23.45\n206268.0\n\n4\n\n$客耕作土（6-7km）$23.45$\n\n\n10302\n客土回填\nm3\n8796.08\n1.66\n14601.0\n\n4\n\n$客土回填$1.66$\n\n\n10040\n田面石块清理\nm2\n29320.0\n2.32\n68022.0\n\n4\n\n$田面石块清理$2.32$\n\n\nBC001\n犁耕打田\n亩\n43.98\n500.0\n21990.0\n\n4\n\n$犁耕打田$500$\n\n二\n\n灌溉与排水工程\n元\n0.0\n0.0\n52891.0\n\n1\n83\n\n\n1\n\n排洪沟\nm\n244.0\n178.42\n43535.0\n\n2\n85\n\n\n\n10204×0.9+10018×0.1\n土方开挖\nm3\n678.625\n4.45\n3020.0\n\n3\n\n$土方开挖$4.45$\n\n\n10332\n建筑物土方回填土方回填松填不夯实\nm3\n221.125\n5.93\n1311.0\n\n3\n\n$建筑物土方回填土方回填松填不夯实$5.93$\n\n\n10331\n原土夯实\nm2\n366.0\n5.06\n1852.0\n\n3\n\n$原土夯实$5.06$\n\n\n30013\n干砌块石排水沟\nm3\n190.625\n160.54\n30603.0\n\n3\n\n$干砌块石排水沟$160.54$\n\n\n30008\n干砌块石护底\nm3\n29.28\n146.89\n4301.0\n\n3\n\n$干砌块石护底$146.89$\n\n\n30003T\n砂石铺筑砂砾石垫层\nm3\n18.3\n105.47\n1930.0\n\n3\n\n$砂石铺筑砂砾石垫层$105.47$\n\n\n50064T\nPVC管道安装公称直径50mm以内\nm\n30.5\n16.99\n518.0\n\n3\n\n$PVC管道安装公称直径50mm以内$16.99$\n\n2\n\n土渠1\nm\n467.0\n7.74\n3613.0\n\n2\n118\n\n\n\n10204×0.9+10018×0.1\n土方开挖\nm3\n112.08\n4.45\n499.0\n\n3\n\n$土方开挖$4.45$\n\n\n10331\n原土夯实\nm2\n604.298\n5.06\n3058.0\n\n3\n\n$原土夯实$5.06$\n\n\n50096T\nPE管道安装公称直径50mm以内\nm\n6.0\n9.49\n57.0\n\n3\n\n$PE管道安装公称直径50mm以内$9.49$\n\n3\n\n土渠2\nm\n305.0\n7.8\n2380.0\n\n2\n128\n\n\n\n10204×0.9+10018×0.1\n土方开挖\nm3\n73.2\n4.45\n326.0\n\n3\n\n$土方开挖$4.45$\n\n\n10331\n原土夯实\nm2\n394.67\n5.06\n1997.0\n\n3\n\n$原土夯实$5.06$\n\n\n50096\nPE管道安装公称直径50mm以内\nm\n6.0\n9.49\n57.0\n\n3\n\n$PE管道安装公称直径50mm以内$9.49$\n\n4\n\n土渠3\nm\n327.0\n7.7\n2519.0\n\n2\n129\n\n\n\n10204×0.9+10018×0.1\n土方开挖\nm3\n78.48\n4.45\n349.0\n\n3\n\n$土方开挖$4.45$\n\n\n10331\n原土夯实\nm2\n423.138\n5.06\n2141.0\n\n3\n\n$原土夯实$5.06$\n\n\n50096\nPE管道安装公称直径50mm以内\nm\n3.0\n9.49\n28.0\n\n3\n\n$PE管道安装公称直径50mm以内$9.49$\n\n3\n\n过路涵管1\nm\n10.0\n53.89\n539.0\n\n2\n125\n\n\n\n50099T\nPE管道安装公称直径110mm以内\nm\n10.0\n46.88\n469.0\n\n3\n\n$PE管道安装公称直径110mm以内$46.88$\n\n\n70047\n筛网、叠片过滤器筛网型流量10～50m3/h\n套\n1.0\n70.12\n70.0\n\n3\n\n$筛网、叠片过滤器筛网型流量10～50m3/h$70.12$\n\n4\n\n过路涵管2\nm\n5.0\n60.9\n305.0\n\n2\n126\n\n\n\n50099T\nPE管道安装公称直径110mm以内\nm\n5.0\n46.88\n234.0\n\n3\n\n$PE管道安装公称直径110mm以内$46.88$\n\n\n70047\n筛网、叠片过滤器筛网型流量10～50m3/h\n套\n1.0\n70.12\n70.0\n\n3\n\n$筛网、叠片过滤器筛网型流量10～50m3/h$70.12$\n\n四\n\n田间道路\n元\n0.0\n0.0\n32664.0\n\n1\n115\n\n\n1\n\n下田坡道\n个\n1.0\n6275.71\n6276.0\n\n2\n116\n\n\n\n10204×0.9+10018×0.1\n土方开挖\nm3\n157.5\n4.45\n701.0\n\n3\n\n$土方开挖$4.45$\n\n\n10332\n建筑物土方回填土方回填松填不夯实\nm3\n94.5\n5.93\n560.0\n\n3\n\n$建筑物土方回填土方回填松填不夯实$5.93$\n\n\n80033T\n混凝土路面厚度18cm\nm2\n54.0\n92.86\n5014.0\n\n3\n\n$混凝土路面厚度18cm$92.86$\n\n2\n\n生产路1\nm\n818.0\n4.87\n3980.0\n\n2\n124\n\n\n\n80015T\n素土路面机械摊铺厚度40cm\nm2\n2045.0\n1.76\n3599.0\n\n3\n\n$素土路面机械摊铺厚度40cm$1.76$\n\n\n10204\n挖掘机挖土三类土\nm3\n137.424\n2.77\n381.0\n\n3\n\n$挖掘机挖土三类土$2.77$\n\n3\n\n生产路2\nm\n951.0\n20.49\n19490.0\n\n2\n122\n\n\n\n10204\n挖掘机挖土三类土\nm3\n1046.1\n2.24\n2343.0\n\n3\n\n$挖掘机挖土三类土$2.24$\n\n\n10220\n路基填土(外运)\nm3\n951.0\n13.63\n12962.0\n\n3\n\n$路基填土(外运)$13.63$\n\n\n80015T\n路基机械摊铺，厚度40cm\nm2\n2377.5\n1.76\n4184.0\n\n3\n\n$路基机械摊铺，厚度40cm$1.76$\n\n4\n\n错车道\n个\n12.0\n243.24\n2919.0\n\n2\n127\n\n\n\n10204\n挖掘机挖土三类土\nm3\n144.0\n2.24\n323.0\n\n3\n\n$挖掘机挖土三类土$2.24$\n\n\n10220\n路基填土(外运)\nm3\n144.0\n13.63\n1963.0\n\n3\n\n$路基填土(外运)$13.63$\n\n\n80015T\n素土路面机械摊铺厚度40cm\nm2\n360.0\n1.76\n634.0\n\n3\n\n$素土路面机械摊铺厚度40cm$1.76$\n\n五\n\n水土保持措施\n元\n0.0\n0.0\n942.0\n\n1\n123\n\n\n\n10364\n田坎下土质排水沟土方开挖\nm3\n77.03\n7.02\n541.0\n\n2\n\n$田坎下土质排水沟土方开挖$7.02$\n\n\n90030T\n直播种草撒播不覆土\nhm2\n0.292\n1373.93\n401.0\n\n2\n\n$直播种草撒播不覆土$1373.93$\n\n合计\n\n-\n\n\n\n905320.0\n\nA\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价汇总表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程名称:邵武市张厝乡张厝村2025年土地整治项目\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n序号\n定额编号\n项目名称\n单位\n直接费\n\n\n\n\n\n间接费\n利润\n材料\n价差\n未计价\n材料费\n价格调节基金\n税金\n风险费\n综合\n单价\n\n\n\n\n\n\n人工费\n材料费\n机械使用费\n直接工程费\n措施费\n合计\n\n\n\n\n\n\n\n\n\n\n\n（1）\n（2）\n（3）\n（4）\n（5）\n（6）\n（7）\n（8）\n（9）\n（10）\n（11）\n（12）\n（13）\n（14）\n（15）\n（16）\n(17)\n\n\n1\n10040\n人工清理表土\nm2\n1.9\n0.0\n0.0\n1.9\n0.07\n1.97\n0.1\n0.06\n0.0\n0.0\n0.0\n0.19\n0.0\n2.32\n$人工清理表土$2.32$\n\n2\n10040\n田面石块清理\nm2\n1.9\n0.0\n0.0\n1.9\n0.07\n1.97\n0.1\n0.06\n0.0\n0.0\n0.0\n0.19\n0.0\n2.32\n$田面石块清理$2.32$\n\n3\n10042×0.5\n田埂修筑\nm3\n13.58\n0.0\n0.21\n13.79\n0.5\n14.29\n0.71\n0.45\n0.0\n0.0\n0.0\n1.39\n0.0\n16.85\n$田埂修筑$16.85$\n\n4\n10204×0.9+10018×0.1\n土方开挖\nm3\n1.91\n0.0\n1.41\n3.32\n0.12\n3.44\n0.17\n0.11\n0.36\n0.0\n0.0\n0.37\n0.0\n4.45\n$土方开挖$4.45$\n\n5\n10204+10315\n田内土方平整\nm3\n0.56\n0.0\n7.49\n8.05\n0.29\n8.34\n0.42\n0.26\n1.88\n0.0\n0.0\n0.98\n0.0\n11.87\n$田内土方平整$11.87$\n\n6\n10204\n挖掘机挖土三类土\nm3\n0.35\n0.0\n1.49\n1.84\n0.07\n1.91\n0.1\n0.06\n0.0\n0.0\n0.0\n0.19\n0.0\n2.24\n$挖掘机挖土三类土$2.24$\n\n7\n10204\n挖掘机挖土三类土\nm3\n0.35\n0.0\n1.57\n1.92\n0.07\n1.99\n0.1\n0.06\n0.4\n0.0\n0.0\n0.23\n0.0\n2.77\n$挖掘机挖土三类土$2.77$\n\n8\n10220\n路基填土(外运)\nm3\n0.53\n0.0\n8.27\n8.8\n0.32\n9.12\n0.46\n0.29\n2.64\n0.0\n0.0\n1.13\n0.0\n13.63\n$路基填土(外运)$13.63$\n\n9\n10226×0.88\n客运保水层（6-7km）\nm3\n0.46\n0.0\n14.47\n14.93\n0.54\n15.47\n0.77\n0.49\n4.79\n0.0\n0.0\n1.94\n0.0\n23.45\n$客运保水层（6-7km）$23.45$\n\n10\n10226×0.88\n客耕作土（6-7km）\nm3\n0.46\n0.0\n14.47\n14.93\n0.54\n15.47\n0.77\n0.49\n4.79\n0.0\n0.0\n1.94\n0.0\n23.45\n$客耕作土（6-7km）$23.45$\n\n11\n10302\n客土回填\nm3\n0.05\n0.0\n1.02\n1.07\n0.04\n1.11\n0.06\n0.04\n0.32\n0.0\n0.0\n0.14\n0.0\n1.66\n$客土回填$1.66$\n\n12\n10331\n原土夯实\nm2\n1.83\n0.0\n2.31\n4.14\n0.15\n4.29\n0.21\n0.14\n0.0\n0.0\n0.0\n0.42\n0.0\n5.06\n$原土夯实$5.06$\n\n13\n10332\n建筑物土方回填土方回填松填不夯实\nm3\n4.86\n0.0\n0.0\n4.86\n0.17\n5.03\n0.25\n0.16\n0.0\n0.0\n0.0\n0.49\n0.0\n5.93\n$建筑物土方回填土方回填松填不夯实$5.93$\n\n14\n10334\n田坎修筑\nm3\n14.0\n0.0\n3.44\n17.44\n0.63\n18.07\n0.9\n0.57\n0.0\n0.0\n0.0\n1.76\n0.0\n21.29\n$田坎修筑$21.29$\n\n15\n10364\n田坎下土质排水沟土方开挖\nm3\n3.04\n0.0\n2.23\n5.27\n0.19\n5.46\n0.27\n0.17\n0.54\n0.0\n0.0\n0.58\n0.0\n7.02\n$田坎下土质排水沟土方开挖$7.02$\n\n16\n30003T\n砂石铺筑砂砾石垫层\nm3\n16.35\n70.01\n0.0\n86.36\n3.11\n89.47\n4.47\n2.82\n0.0\n0.0\n0.0\n8.71\n0.0\n105.47\n$砂石铺筑砂砾石垫层$105.47$\n\n17\n30008\n干砌块石护底\nm3\n43.16\n47.67\n0.0\n90.83\n3.27\n94.1\n4.71\n2.96\n32.99\n0.0\n0.0\n12.13\n0.0\n146.89\n$干砌块石护底$146.89$\n\n18\n30013\n干砌块石排水沟\nm3\n54.33\n47.67\n0.0\n102.0\n3.67\n105.67\n5.28\n3.33\n32.99\n0.0\n0.0\n13.26\n0.0\n160.54\n$干砌块石排水沟$160.54$\n\n19\n50064T\nPVC管道安装公称直径50mm以内\nm\n0.25\n0.01\n0.0\n0.26\n0.01\n0.27\n0.01\n0.01\n0.0\n15.3\n0.0\n1.4\n0.0\n16.99\n$PVC管道安装公称直径50mm以内$16.99$\n\n20\n50096T\nPE管道安装公称直径50mm以内\nm\n0.12\n0.01\n0.0\n0.13\n0.01\n0.14\n0.08\n0.01\n0.0\n8.48\n0.0\n0.78\n0.0\n9.49\n$PE管道安装公称直径50mm以内$9.49$\n\n21\n50099T\nPE管道安装公称直径110mm以内\nm\n0.25\n0.01\n0.0\n0.26\n0.01\n0.27\n0.16\n0.01\n0.0\n42.56\n0.0\n3.87\n0.0\n46.88\n$PE管道安装公称直径110mm以内$46.88$\n\n22\n70047\n筛网、叠片过滤器筛网型流量10～50m3/h\n套\n26.01\n17.17\n0.0\n43.18\n2.38\n45.56\n16.91\n1.87\n0.0\n0.0\n0.0\n5.79\n0.0\n70.12\n$筛网、叠片过滤器筛网型流量10～50m3/h$70.12$\n\n23\n80001\n保水层夯实\nm2\n0.19\n0.0\n0.95\n1.14\n0.04\n1.18\n0.06\n0.04\n0.28\n0.0\n0.0\n0.14\n0.0\n1.68\n$保水层夯实$1.68$\n\n24\n80015T\n路基机械摊铺，厚度40cm\nm2\n0.34\n0.0\n0.87\n1.21\n0.04\n1.25\n0.06\n0.04\n0.25\n0.0\n0.0\n0.15\n0.0\n1.76\n$路基机械摊铺，厚度40cm$1.76$\n\n25\n80015T\n素土路面机械摊铺厚度40cm\nm2\n0.34\n0.0\n0.87\n1.21\n0.04\n1.25\n0.06\n0.04\n0.25\n0.0\n0.0\n0.15\n0.0\n1.76\n$素土路面机械摊铺厚度40cm$1.76$\n\n26\n80033T\n混凝土路面厚度18cm\nm2\n12.5\n36.57\n5.17\n54.24\n1.95\n56.19\n2.81\n1.77\n24.42\n0.0\n0.0\n7.67\n0.0\n92.86\n$混凝土路面厚度18cm$92.86$\n\n27\n90030T\n直播种草撒播不覆土\nhm2\n105.0\n1020.0\n0.0\n1125.0\n40.5\n1165.5\n58.28\n36.71\n0.0\n0.0\n0.0\n113.44\n0.0\n1373.93\n$直播种草撒播不覆土$1373.93$\n\n28\nBC001\n犁耕打田\n亩\n0.0\n500.0\n0.0\n500.0\n0.0\n500.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n500.0\n$犁耕打田$500$\n\n\n\n附表4\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n机械台班预算单价计算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程名称：邵武市张厝乡张厝村2025年土地整治项目\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号\n机械名称及规格\n台班费\n限价台班费\n一类费用小计\n二类费用\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n二类费用合计\n二类费用合计(限价)\n人工费\n(元/日)\n\n动力燃料费小计\n动力燃料费小计(限价)\n汽油(元/kg)\n\n\n柴油(元/kg)\n\n\n电(元/kw.h)\n\n水(元/m3)\n\n风(元/m3)\n\n\n\n\n\n\n\n\n\n\n工日\n金额\n\n\n数量\n金额\n限价金额\n数量\n金额\n限价金额\n数量\n金额\n数量\n金额\n数量\n金额\n\n\nT1001\n挖掘机电动2m3\n926.501\n926.501\n478.951\n447.55\n447.55\n2.0\n130.0\n317.55\n317.55\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n435.0\n317.55\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT1004\n挖掘机油动1m3\n979.611\n758.571\n304.571\n675.04\n454.0\n2.0\n130.0\n545.04\n324.0\n0.0\n0.0\n0.0\n72.0\n545.04\n324.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT1012\n推土机55kw\n496.04\n373.24\n63.24\n432.8\n310.0\n2.0\n130.0\n302.8\n180.0\n0.0\n0.0\n0.0\n40.0\n302.8\n180.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT1013\n推土机59kw\n531.347\n396.267\n68.267\n463.08\n328.0\n2.0\n130.0\n333.08\n198.0\n0.0\n0.0\n0.0\n44.0\n333.08\n198.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT1014\n推土机74kw\n734.052\n565.202\n187.702\n546.35\n377.5\n2.0\n130.0\n416.35\n247.5\n0.0\n0.0\n0.0\n55.0\n416.35\n247.5\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT1031\n自行式平地机118kw\n1082.196\n812.036\n286.036\n796.16\n526.0\n2.0\n130.0\n666.16\n396.0\n0.0\n0.0\n0.0\n88.0\n666.16\n396.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT1036\n内燃压路机6～8t\n363.155\n289.475\n51.475\n311.68\n238.0\n2.0\n130.0\n181.68\n108.0\n0.0\n0.0\n0.0\n24.0\n181.68\n108.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT1038\n内燃压路机12t\n427.833\n332.663\n63.163\n364.67\n269.5\n2.0\n130.0\n234.67\n139.5\n0.0\n0.0\n0.0\n31.0\n234.67\n139.5\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT1039\n蛙式打夯机2.8kw\n149.429\n149.429\n6.289\n143.14\n143.14\n2.0\n130.0\n13.14\n13.14\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n18.0\n13.14\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT1053\n挖掘机0.25m3\n400.432\n337.497\n115.247\n285.185\n222.25\n2.0\n130.0\n155.185\n92.25\n0.0\n0.0\n0.0\n20.5\n155.185\n92.25\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT3002\n搅拌机0.4m3\n223.363\n223.363\n56.863\n166.5\n166.5\n2.0\n130.0\n36.5\n36.5\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n50.0\n36.5\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT4011\n自卸汽车5t\n470.587\n350.857\n88.907\n381.68\n261.95\n1.33\n86.45\n295.23\n175.5\n0.0\n0.0\n0.0\n39.0\n295.23\n175.5\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT4012\n自卸汽车8t\n671.47\n527.18\n185.68\n485.79\n341.5\n2.0\n130.0\n355.79\n211.5\n0.0\n0.0\n0.0\n47.0\n355.79\n211.5\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n机械工\n\nT4040\n双胶轮车\n2.924\n2.924\n2.924\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n0.0\n\n\n\n附表5\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n混凝土、砂浆单价计算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程名称：邵武市张厝乡张厝村2025年土地整治项目\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n砼强度等级\n水泥强度等级\n级配\n水泥\n\n\n砂\n\n\n碎石/卵石\n\n\n水\n\n外加剂\n\n单价\n(元)\n限价\n(元)\n\n\n\n\n\n\n\n\n\nkg\n单价\n限价\nm3\n单价\n限价\nm3\n单价\n限价\nm3\n单价\nkg\n单价\n\n\n\n\n\n\n\n1\n纯混凝土C25 R42.5 中砂(机制砂) 碎石 ≤2cm\n\n\n377.817\n0.403\n0.3\n0.5821\n150.5\n60.0\n0.7479\n108.7\n60.0\n0.2001\n2.23\n0.0\n0.0\n321.609\n193.591\n水泥42.5kg\n中砂(机制砂)m3\n碎石≤2cmm3\n0.0\n\n\n\n附表6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价分析表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价名称:\n人工清理表土\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号:\n10040\n\n计算单位:100m2\n\n金额单位：元\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价编号\n1\n定额编号\n10040\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项目名称\n人工清理表土\n单价\n2.32\n元/m2,计算单位\n100m2\n\n\n0.0\n\n\n\n\n\n\n\n\n\n\n\n施工方法\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工作内容\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价:\n\n2.32\n元/m2\n\n\n\n$人工清理表土$2.32$\n100.0\n$单价行$\n\n\n1381\n\n\n\n\n\n\n\n工作内容:\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n名称及规格\n单位\n数量\n单价(元)\n合价(元)\n备注\n实际单价\n材料限价\n材料编号\n材料标识\n费用链接标识\n定额ID号\n费用计算方法\n费用标识\n费用标识1\n\n\n\n\n一\n直接费\n元\n0.0\n0.0\n196.72\n\n\n\n\n\n$人工清理表土$2.32$直接费$\n1381\nA1+A2\nA\n$1381$A$\n1\n0.0\n0.0\n\n(一)\n直接工程费\n元\n0.0\n0.0\n189.88\n\n\n\n\n\n$人工清理表土$2.32$直接工程费$\n1381\nA11+A12+A13\nA1\n$1381$A1$\n1\n0.0\n0.0\n\n1\n人工费\n元\n0.0\n0.0\n189.88\n\n\n\n\n\n$人工清理表土$2.32$人工费$\n1381\n[人工费]\nA11\n$1381$A11$\n1\n0.0\n0.0\n\n(1)\n甲类工\n工日\n0.2\n65.0\n13.0\n\n65.0\n0.0\n$T1$65$\nA\n$1381$A$\n1381\n\n\n239102\n\n0.0\n0.0\n\n(2)\n乙类工\n工日\n3.5\n50.0\n175.0\n\n50.0\n0.0\n$T2$50$\nA\n$1381$A$\n1381\n\n\n239103\n\n0.0\n0.0\n\n(3)\n其他人工费\n%\n1.0\n188.0\n1.88\n\n188.0\n0.0\n$T9995$188$\nA\n$1381$A$\n1381\n\n\n239104\n\n0.0\n0.0\n\n2\n材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$人工清理表土$2.32$材料费$\n1381\n[材料费]\nA12\n$1381$A12$\n1\n0.0\n0.0\n\n(1)\n其他材料费\n%\n1.0\n0.0\n0.0\n\n0.0\n0.0\n$ST0999$0$\nB\n$1381$B$\n1381\n\n\n239105\n\n0.0\n0.0\n\n3\n机械费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$人工清理表土$2.32$机械费$\n1381\n[机械费]\nA13\n$1381$A13$\n1\n0.0\n0.0\n\n(1)\n其他机械使用费\n%\n1.0\n0.0\n0.0\n\n0.0\n0.0\n$T9997$0$\nC\n$1381$C$\n1381\n\n\n239106\n\n0.0\n0.0\n\n(二)\n措施费\n%\n3.6\n189.88\n6.84\n\n\n\n\n\n$人工清理表土$2.32$措施费$\n1381\nA1\nA2\n$1381$A2$\n1\n0.0\n0.0\n\n二\n间接费\n%\n5.0\n196.72\n9.84\n\n\n\n\n\n$人工清理表土$2.32$间接费$\n1381\nA\nB\n$1381$B$\n1\n0.0\n0.0\n\n三\n利润\n%\n3.0\n206.56\n6.2\n\n\n\n\n\n$人工清理表土$2.32$利润$\n1381\nA+B\nC\n$1381$C$\n1\n0.0\n0.0\n\n四\n材料价差\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$人工清理表土$2.32$材料价差$\n1381\n[材料价差]\nD\n$1381$D$\n1\n0.0\n0.0\n\n五\n未计价材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$人工清理表土$2.32$未计价材料费$\n1381\n[主材费]\nE\n$1381$E$\n1\n0.0\n0.0\n\n六\n价格调节基金\n%\n0.0\n212.76\n0.0\n\n\n\n\n\n$人工清理表土$2.32$价格调节基金$\n1381\nA+B+C+D+E\nF\n$1381$F$\n1\n0.0\n0.0\n\n七\n税金\n%\n9.0\n212.76\n19.15\n\n\n\n\n\n$人工清理表土$2.32$税金$\n1381\nA+B+C+D+E+F\nG\n$1381$G$\n1\n0.0\n0.0\n\n八\n风险费\n%\n0.0\n231.91\n0.0\n\n\n\n\n\n$人工清理表土$2.32$风险费$\n1381\nA+B+C+D+E+F+G\nH\n$1381$H$\n1\n0.0\n0.0\n\n\n合计\n元\n0.0\n0.0\n231.91\n\n\n\n\n\n$人工清理表土$2.32$合计$\n1381\nA+B+C+D+E+F+G+H\nZ\n$1381$Z$\n1\n0.0\n0.0\n\n\n综合单价\n元/m2\n-\n-\n2.32\n\n\n\n100.0\n\n$人工清理表土$2.32$综合单价$\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n附表6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价分析表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价名称:\n田面石块清理\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号:\n10040\n\n计算单位:100m2\n\n金额单位：元\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价编号\n2\n定额编号\n10040\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项目名称\n田面石块清理\n单价\n2.32\n元/m2,计算单位\n100m2\n\n\n0.0\n\n\n\n\n\n\n\n\n\n\n\n施工方法\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工作内容\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价:\n\n2.32\n元/m2\n\n\n\n$田面石块清理$2.32$\n100.0\n$单价行$\n\n\n1400\n\n\n\n\n\n\n\n工作内容:\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n名称及规格\n单位\n数量\n单价(元)\n合价(元)\n备注\n实际单价\n材料限价\n材料编号\n材料标识\n费用链接标识\n定额ID号\n费用计算方法\n费用标识\n费用标识1\n\n\n\n\n一\n直接费\n元\n0.0\n0.0\n196.72\n\n\n\n\n\n$田面石块清理$2.32$直接费$\n1400\nA1+A2\nA\n$1400$A$\n1\n0.0\n0.0\n\n(一)\n直接工程费\n元\n0.0\n0.0\n189.88\n\n\n\n\n\n$田面石块清理$2.32$直接工程费$\n1400\nA11+A12+A13\nA1\n$1400$A1$\n1\n0.0\n0.0\n\n1\n人工费\n元\n0.0\n0.0\n189.88\n\n\n\n\n\n$田面石块清理$2.32$人工费$\n1400\n[人工费]\nA11\n$1400$A11$\n1\n0.0\n0.0\n\n(1)\n甲类工\n工日\n0.2\n65.0\n13.0\n\n65.0\n0.0\n$T1$65$\nA\n$1400$A$\n1400\n\n\n239158\n\n0.0\n0.0\n\n(2)\n乙类工\n工日\n3.5\n50.0\n175.0\n\n50.0\n0.0\n$T2$50$\nA\n$1400$A$\n1400\n\n\n239159\n\n0.0\n0.0\n\n(3)\n其他人工费\n%\n1.0\n188.0\n1.88\n\n188.0\n0.0\n$T9995$188$\nA\n$1400$A$\n1400\n\n\n239160\n\n0.0\n0.0\n\n2\n材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$田面石块清理$2.32$材料费$\n1400\n[材料费]\nA12\n$1400$A12$\n1\n0.0\n0.0\n\n(1)\n其他材料费\n%\n1.0\n0.0\n0.0\n\n0.0\n0.0\n$ST0999$0$\nB\n$1400$B$\n1400\n\n\n239161\n\n0.0\n0.0\n\n3\n机械费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$田面石块清理$2.32$机械费$\n1400\n[机械费]\nA13\n$1400$A13$\n1\n0.0\n0.0\n\n(1)\n其他机械使用费\n%\n1.0\n0.0\n0.0\n\n0.0\n0.0\n$T9997$0$\nC\n$1400$C$\n1400\n\n\n239162\n\n0.0\n0.0\n\n(二)\n措施费\n%\n3.6\n189.88\n6.84\n\n\n\n\n\n$田面石块清理$2.32$措施费$\n1400\nA1\nA2\n$1400$A2$\n1\n0.0\n0.0\n\n二\n间接费\n%\n5.0\n196.72\n9.84\n\n\n\n\n\n$田面石块清理$2.32$间接费$\n1400\nA\nB\n$1400$B$\n1\n0.0\n0.0\n\n三\n利润\n%\n3.0\n206.56\n6.2\n\n\n\n\n\n$田面石块清理$2.32$利润$\n1400\nA+B\nC\n$1400$C$\n1\n0.0\n0.0\n\n四\n材料价差\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$田面石块清理$2.32$材料价差$\n1400\n[材料价差]\nD\n$1400$D$\n1\n0.0\n0.0\n\n五\n未计价材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$田面石块清理$2.32$未计价材料费$\n1400\n[主材费]\nE\n$1400$E$\n1\n0.0\n0.0\n\n六\n价格调节基金\n%\n0.0\n212.76\n0.0\n\n\n\n\n\n$田面石块清理$2.32$价格调节基金$\n1400\nA+B+C+D+E\nF\n$1400$F$\n1\n0.0\n0.0\n\n七\n税金\n%\n9.0\n212.76\n19.15\n\n\n\n\n\n$田面石块清理$2.32$税金$\n1400\nA+B+C+D+E+F\nG\n$1400$G$\n1\n0.0\n0.0\n\n八\n风险费\n%\n0.0\n231.91\n0.0\n\n\n\n\n\n$田面石块清理$2.32$风险费$\n1400\nA+B+C+D+E+F+G\nH\n$1400$H$\n1\n0.0\n0.0\n\n\n合计\n元\n0.0\n0.0\n231.91\n\n\n\n\n\n$田面石块清理$2.32$合计$\n1400\nA+B+C+D+E+F+G+H\nZ\n$1400$Z$\n1\n0.0\n0.0\n\n\n综合单价\n元/m2\n-\n-\n2.32\n\n\n\n100.0\n\n$田面石块清理$2.32$综合单价$\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n附表6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价分析表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价名称:\n田埂修筑\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号:\n10042×0.5\n\n计算单位:100m3\n\n金额单位：元\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价编号\n3\n定额编号\n10042×0.5\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项目名称\n田埂修筑\n单价\n16.85\n元/m3,计算单位\n100m3\n\n\n0.0\n\n\n\n\n\n\n\n\n\n\n\n施工方法\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工作内容\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价:\n\n16.85\n元/m3\n\n\n\n$田埂修筑$16.85$\n100.0\n$单价行$\n\n\n1371\n\n\n\n\n\n\n\n工作内容:\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n名称及规格\n单位\n数量\n单价(元)\n合价(元)\n备注\n实际单价\n材料限价\n材料编号\n材料标识\n费用链接标识\n定额ID号\n费用计算方法\n费用标识\n费用标识1\n\n\n\n\n一\n直接费\n元\n0.0\n0.0\n1428.97\n\n\n\n\n\n$田埂修筑$16.85$直接费$\n1371\nA1+A2\nA\n$1371$A$\n1\n0.0\n0.0\n\n(一)\n直接工程费\n元\n0.0\n0.0\n1379.31\n\n\n\n\n\n$田埂修筑$16.85$直接工程费$\n1371\nA11+A12+A13\nA1\n$1371$A1$\n1\n0.0\n0.0\n\n1\n人工费\n元\n0.0\n0.0\n1358.44\n\n\n\n\n\n$田埂修筑$16.85$人工费$\n1371\n[人工费]\nA11\n$1371$A11$\n1\n0.0\n0.0\n\n(1)\n甲类工\n工日\n1.25\n65.0\n81.25\n\n65.0\n0.0\n$T1$65$\nA\n$1371$A$\n1371\n\n\n239114\n\n0.0\n0.0\n\n(2)\n乙类工\n工日\n24.25\n50.0\n1212.5\n\n50.0\n0.0\n$T2$50$\nA\n$1371$A$\n1371\n\n\n239115\n\n0.0\n0.0\n\n(3)\n其他人工费\n%\n5.0\n1293.75\n64.69\n\n1293.75\n0.0\n$T9995$1293.75$\nA\n$1371$A$\n1371\n\n\n239117\n\n0.0\n0.0\n\n2\n材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$田埂修筑$16.85$材料费$\n1371\n[材料费]\nA12\n$1371$A12$\n1\n0.0\n0.0\n\n(1)\n其他材料费\n%\n5.0\n0.0\n0.0\n\n0.0\n0.0\n$ST0999$0$\nB\n$1371$B$\n1371\n\n\n239118\n\n0.0\n0.0\n\n3\n机械费\n元\n0.0\n0.0\n20.87\n\n\n\n\n\n$田埂修筑$16.85$机械费$\n1371\n[机械费]\nA13\n$1371$A13$\n1\n0.0\n0.0\n\n(1)\n双胶轮车\n台班\n6.8\n2.924\n19.88\n\n2.924\n2.924\n$T4040$2.924$\nC\n$1371$C$\n1371\n\n\n239116\n\n0.0\n2.924\n\n(2)\n其他机械使用费\n%\n5.0\n19.885\n0.99\n\n19.885\n0.0\n$T9997$19.885$\nC\n$1371$C$\n1371\n\n\n239119\n\n0.0\n0.0\n\n(二)\n措施费\n%\n3.6\n1379.31\n49.66\n\n\n\n\n\n$田埂修筑$16.85$措施费$\n1371\nA1\nA2\n$1371$A2$\n1\n0.0\n0.0\n\n二\n间接费\n%\n5.0\n1428.97\n71.45\n\n\n\n\n\n$田埂修筑$16.85$间接费$\n1371\nA\nB\n$1371$B$\n1\n0.0\n0.0\n\n三\n利润\n%\n3.0\n1500.42\n45.01\n\n\n\n\n\n$田埂修筑$16.85$利润$\n1371\nA+B\nC\n$1371$C$\n1\n0.0\n0.0\n\n四\n材料价差\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$田埂修筑$16.85$材料价差$\n1371\n[材料价差]\nD\n$1371$D$\n1\n0.0\n0.0\n\n五\n未计价材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$田埂修筑$16.85$未计价材料费$\n1371\n[主材费]\nE\n$1371$E$\n1\n0.0\n0.0\n\n六\n价格调节基金\n%\n0.0\n1545.43\n0.0\n\n\n\n\n\n$田埂修筑$16.85$价格调节基金$\n1371\nA+B+C+D+E\nF\n$1371$F$\n1\n0.0\n0.0\n\n七\n税金\n%\n9.0\n1545.43\n139.09\n\n\n\n\n\n$田埂修筑$16.85$税金$\n1371\nA+B+C+D+E+F\nG\n$1371$G$\n1\n0.0\n0.0\n\n八\n风险费\n%\n0.0\n1684.52\n0.0\n\n\n\n\n\n$田埂修筑$16.85$风险费$\n1371\nA+B+C+D+E+F+G\nH\n$1371$H$\n1\n0.0\n0.0\n\n\n合计\n元\n0.0\n0.0\n1684.52\n\n\n\n\n\n$田埂修筑$16.85$合计$\n1371\nA+B+C+D+E+F+G+H\nZ\n$1371$Z$\n1\n0.0\n0.0\n\n\n综合单价\n元/m3\n-\n-\n16.85\n\n\n\n100.0\n\n$田埂修筑$16.85$综合单价$\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n附表6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价分析表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价名称:\n田内土方平整\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号:\n10204+10315\n\n计算单位:100m3\n\n金额单位：元\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价编号\n4\n定额编号\n10204+10315\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项目名称\n田内土方平整\n单价\n11.87\n元/m3,计算单位\n100m3\n\n\n0.0\n\n\n\n\n\n\n\n\n\n\n\n施工方法\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工作内容\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价:\n\n11.87\n元/m3\n\n\n\n$田内土方平整$11.87$\n100.0\n$单价行$\n\n\n1368\n\n\n\n\n\n\n\n工作内容:\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n名称及规格\n单位\n数量\n单价(元)\n合价(元)\n备注\n实际单价\n材料限价\n材料编号\n材料标识\n费用链接标识\n定额ID号\n费用计算方法\n费用标识\n费用标识1\n\n\n\n\n一\n直接费\n元\n0.0\n0.0\n833.23\n\n\n\n\n\n$田内土方平整$11.87$直接费$\n1368\nA1+A2\nA\n$1368$A$\n1\n0.0\n0.0\n\n(一)\n直接工程费\n元\n0.0\n0.0\n804.28\n\n\n\n\n\n$田内土方平整$11.87$直接工程费$\n1368\nA11+A12+A13\nA1\n$1368$A1$\n1\n0.0\n0.0\n\n1\n人工费\n元\n0.0\n0.0\n55.5\n\n\n\n\n\n$田内土方平整$11.87$人工费$\n1368\n[人工费]\nA11\n$1368$A11$\n1\n0.0\n0.0\n\n(1)\n乙类工\n工日\n1.0\n50.0\n50.0\n\n50.0\n0.0\n$T2$50$\nA\n$1368$A$\n1368\n\n\n239107\n\n0.0\n0.0\n\n(2)\n其他人工费\n元\n5.5\n1.0\n5.5\n\n1.0\n0.0\n$T9995$1$\nA\n$1368$A$\n1368\n\n\n239109\n\n0.0\n0.0\n\n2\n材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$田内土方平整$11.87$材料费$\n1368\n[材料费]\nA12\n$1368$A12$\n1\n0.0\n0.0\n\n(1)\n其他材料费\n元\n0.0\n1.0\n0.0\n\n1.0\n0.0\n$ST0999$1$\nB\n$1368$B$\n1368\n\n\n239110\n\n0.0\n0.0\n\n3\n机械费\n元\n0.0\n0.0\n748.78\n\n\n\n\n\n$田内土方平整$11.87$机械费$\n1368\n[机械费]\nA13\n$1368$A13$\n1\n0.0\n0.0\n\n(1)\n挖掘机电动2m3\n台班\n0.14\n926.501\n129.71\n\n926.501\n926.501\n$T1001$926.501$\nC\n$1368$C$\n1368\n\n\n239108\n\n0.0\n926.501\n\n(2)\n推土机55kw\n台班\n1.53\n373.24\n571.06\n\n496.04\n373.24\n$T1012$496.04$\nC\n$1368$C$\n1368\n\n\n239112\n\n0.0\n496.04\n\n(3)\n其他机械使用费\n元\n48.0095\n1.0\n48.01\n\n1.0\n0.0\n$T9997$1$\nC\n$1368$C$\n1368\n\n\n239111\n\n0.0\n0.0\n\n(二)\n措施费\n%\n3.6\n804.28\n28.95\n\n\n\n\n\n$田内土方平整$11.87$措施费$\n1368\nA1\nA2\n$1368$A2$\n1\n0.0\n0.0\n\n二\n间接费\n%\n5.0\n833.23\n41.66\n\n\n\n\n\n$田内土方平整$11.87$间接费$\n1368\nA\nB\n$1368$B$\n1\n0.0\n0.0\n\n三\n利润\n%\n3.0\n874.89\n26.25\n\n\n\n\n\n$田内土方平整$11.87$利润$\n1368\nA+B\nC\n$1368$C$\n1\n0.0\n0.0\n\n四\n材料价差\n元\n0.0\n0.0\n187.88\n\n\n\n\n\n$田内土方平整$11.87$材料价差$\n1368\n[材料价差]\nD\n$1368$D$\n1\n0.0\n0.0\n\n(1)\n柴油\nkg\n61.2\n3.07\n187.88\n\n7.57\n4.5\n$480100002$7.57$\nJ\n$1368$J$\n1368\n\n\n239113\n\n0.0\n0.0\n\n五\n未计价材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$田内土方平整$11.87$未计价材料费$\n1368\n[主材费]\nE\n$1368$E$\n1\n0.0\n0.0\n\n六\n价格调节基金\n%\n0.0\n1089.02\n0.0\n\n\n\n\n\n$田内土方平整$11.87$价格调节基金$\n1368\nA+B+C+D+E\nF\n$1368$F$\n1\n0.0\n0.0\n\n七\n税金\n%\n9.0\n1089.02\n98.01\n\n\n\n\n\n$田内土方平整$11.87$税金$\n1368\nA+B+C+D+E+F\nG\n$1368$G$\n1\n0.0\n0.0\n\n八\n风险费\n%\n0.0\n1187.03\n0.0\n\n\n\n\n\n$田内土方平整$11.87$风险费$\n1368\nA+B+C+D+E+F+G\nH\n$1368$H$\n1\n0.0\n0.0\n\n\n合计\n元\n0.0\n0.0\n1187.03\n\n\n\n\n\n$田内土方平整$11.87$合计$\n1368\nA+B+C+D+E+F+G+H\nZ\n$1368$Z$\n1\n0.0\n0.0\n\n\n综合单价\n元/m3\n-\n-\n11.87\n\n\n\n100.0\n\n$田内土方平整$11.87$综合单价$\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n附表6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价分析表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价名称:\n土方开挖\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号:\n10204×0.9+10018×0.1\n\n计算单位:100m3\n\n金额单位：元\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价编号\n5\n定额编号\n10204×0.9+10018×0.1\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项目名称\n土方开挖\n单价\n4.45\n元/m3,计算单位\n100m3\n\n\n0.0\n\n\n\n\n\n\n\n\n\n\n\n施工方法\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工作内容\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价:\n\n4.45\n元/m3\n\n\n\n$土方开挖$4.45$\n100.0\n$单价行$\n\n\n1815\n\n\n\n\n\n\n\n工作内容:\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n名称及规格\n单位\n数量\n单价(元)\n合价(元)\n备注\n实际单价\n材料限价\n材料编号\n材料标识\n费用链接标识\n定额ID号\n费用计算方法\n费用标识\n费用标识1\n\n\n\n\n一\n直接费\n元\n0.0\n0.0\n344.56\n\n\n\n\n\n$土方开挖$4.45$直接费$\n1815\nA1+A2\nA\n$1815$A$\n1\n0.0\n0.0\n\n(一)\n直接工程费\n元\n0.0\n0.0\n332.59\n\n\n\n\n\n$土方开挖$4.45$直接工程费$\n1815\nA11+A12+A13\nA1\n$1815$A1$\n1\n0.0\n0.0\n\n1\n人工费\n元\n0.0\n0.0\n191.27\n\n\n\n\n\n$土方开挖$4.45$人工费$\n1815\n[人工费]\nA11\n$1815$A11$\n1\n0.0\n0.0\n\n(1)\n甲类工\n工日\n0.15\n65.0\n9.75\n\n65.0\n0.0\n$T1$65$\nA\n$1815$A$\n1815\n\n\n239168\n\n0.0\n0.0\n\n(2)\n其他人工费\n元\n9.018\n1.0\n9.02\n\n1.0\n0.0\n$T9995$1$\nA\n$1815$A$\n1815\n\n\n239165\n\n0.0\n0.0\n\n(3)\n乙类工\n工日\n3.45\n50.0\n172.5\n\n50.0\n0.0\n$T2$50$\nA\n$1815$A$\n1815\n\n\n239163\n\n0.0\n0.0\n\n2\n材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$土方开挖$4.45$材料费$\n1815\n[材料费]\nA12\n$1815$A12$\n1\n0.0\n0.0\n\n(1)\n其他材料费\n元\n0.0\n1.0\n0.0\n\n1.0\n0.0\n$T9996$1$\nB\n$1815$B$\n1815\n\n\n239166\n\n0.0\n0.0\n\n3\n机械费\n元\n0.0\n0.0\n141.32\n\n\n\n\n\n$土方开挖$4.45$机械费$\n1815\n[机械费]\nA13\n$1815$A13$\n1\n0.0\n0.0\n\n(1)\n其他机械使用费\n元\n18.4329\n1.0\n18.43\n\n1.0\n0.0\n$T9997$1$\nC\n$1815$C$\n1815\n\n\n239167\n\n0.0\n0.0\n\n(2)\n挖掘机油动1m3\n台班\n0.162\n758.571\n122.89\n\n979.611\n758.571\n$T1004$979.611$\nC\n$1815$C$\n1815\n\n\n239164\n\n0.0\n979.611\n\n(二)\n措施费\n%\n3.6\n332.59\n11.97\n\n\n\n\n\n$土方开挖$4.45$措施费$\n1815\nA1\nA2\n$1815$A2$\n1\n0.0\n0.0\n\n二\n间接费\n%\n5.0\n344.56\n17.23\n\n\n\n\n\n$土方开挖$4.45$间接费$\n1815\nA\nB\n$1815$B$\n1\n0.0\n0.0\n\n三\n利润\n%\n3.0\n361.79\n10.85\n\n\n\n\n\n$土方开挖$4.45$利润$\n1815\nA+B\nC\n$1815$C$\n1\n0.0\n0.0\n\n四\n材料价差\n元\n0.0\n0.0\n35.81\n\n\n\n\n\n$土方开挖$4.45$材料价差$\n1815\n[材料价差]\nD\n$1815$D$\n1\n0.0\n0.0\n\n(1)\n柴油\nkg\n11.664\n3.07\n35.81\n\n7.57\n4.5\n$003042$7.57$\nJ\n$1815$J$\n1815\n\n\n239169\n\n0.0\n0.0\n\n五\n未计价材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$土方开挖$4.45$未计价材料费$\n1815\n[主材费]\nE\n$1815$E$\n1\n0.0\n0.0\n\n六\n价格调节基金\n%\n0.0\n408.45\n0.0\n\n\n\n\n\n$土方开挖$4.45$价格调节基金$\n1815\nA+B+C+D+E\nF\n$1815$F$\n1\n0.0\n0.0\n\n七\n税金\n%\n9.0\n408.45\n36.76\n\n\n\n\n\n$土方开挖$4.45$税金$\n1815\nA+B+C+D+E+F\nG\n$1815$G$\n1\n0.0\n0.0\n\n八\n风险费\n%\n0.0\n445.21\n0.0\n\n\n\n\n\n$土方开挖$4.45$风险费$\n1815\nA+B+C+D+E+F+G\nH\n$1815$H$\n1\n0.0\n0.0\n\n\n合计\n元\n0.0\n0.0\n445.21\n\n\n\n\n\n$土方开挖$4.45$合计$\n1815\nA+B+C+D+E+F+G+H\nZ\n$1815$Z$\n1\n0.0\n0.0\n\n\n综合单价\n元/m3\n-\n-\n4.45\n\n\n\n100.0\n\n$土方开挖$4.45$综合单价$\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n附表6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价分析表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价名称:\n挖掘机挖土三类土\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号:\n10204\n\n计算单位:100m3\n\n金额单位：元\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价编号\n6\n定额编号\n10204\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项目名称\n挖掘机挖土三类土\n单价\n2.77\n元/m3,计算单位\n100m3\n\n\n0.0\n\n\n\n\n\n\n\n\n\n\n\n施工方法\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工作内容\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价:\n\n2.77\n元/m3\n\n\n\n$挖掘机挖土三类土$2.77$\n100.0\n$单价行$\n\n\n1851\n\n\n\n\n\n\n\n工作内容:\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n名称及规格\n单位\n数量\n单价(元)\n合价(元)\n备注\n实际单价\n材料限价\n材料编号\n材料标识\n费用链接标识\n定额ID号\n费用计算方法\n费用标识\n费用标识1\n\n\n\n\n一\n直接费\n元\n0.0\n0.0\n198.41\n\n\n\n\n\n$挖掘机挖土三类土$2.77$直接费$\n1851\nA1+A2\nA\n$1851$A$\n1\n0.0\n0.0\n\n(一)\n直接工程费\n元\n0.0\n0.0\n191.52\n\n\n\n\n\n$挖掘机挖土三类土$2.77$直接工程费$\n1851\nA11+A12+A13\nA1\n$1851$A1$\n1\n0.0\n0.0\n\n1\n人工费\n元\n0.0\n0.0\n34.5\n\n\n\n\n\n$挖掘机挖土三类土$2.77$人工费$\n1851\n[人工费]\nA11\n$1851$A11$\n1\n0.0\n0.0\n\n(1)\n乙类工\n工日\n0.6\n50.0\n30.0\n\n50.0\n0.0\n$T2$50$\nA\n$1851$A$\n1851\n\n\n239251\n\n0.0\n0.0\n\n(2)\n其他人工费\n%\n15.0\n30.0\n4.5\n\n30.0\n0.0\n$T9995$30$\nA\n$1851$A$\n1851\n\n\n239253\n\n0.0\n0.0\n\n2\n材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$挖掘机挖土三类土$2.77$材料费$\n1851\n[材料费]\nA12\n$1851$A12$\n1\n0.0\n0.0\n\n(1)\n其他材料费\n%\n15.0\n0.0\n0.0\n\n0.0\n0.0\n$T9996$0$\nB\n$1851$B$\n1851\n\n\n239254\n\n0.0\n0.0\n\n3\n机械费\n元\n0.0\n0.0\n157.02\n\n\n\n\n\n$挖掘机挖土三类土$2.77$机械费$\n1851\n[机械费]\nA13\n$1851$A13$\n1\n0.0\n0.0\n\n(1)\n挖掘机油动1m3\n台班\n0.18\n758.571\n136.54\n\n979.611\n758.571\n$T1004$979.611$\nC\n$1851$C$\n1851\n\n\n239252\n\n0.0\n979.611\n\n(2)\n其他机械使用费\n%\n15.0\n136.54\n20.48\n\n136.54\n0.0\n$T9997$136.54$\nC\n$1851$C$\n1851\n\n\n239255\n\n0.0\n0.0\n\n(二)\n措施费\n%\n3.6\n191.52\n6.89\n\n\n\n\n\n$挖掘机挖土三类土$2.77$措施费$\n1851\nA1\nA2\n$1851$A2$\n1\n0.0\n0.0\n\n二\n间接费\n%\n5.0\n198.41\n9.92\n\n\n\n\n\n$挖掘机挖土三类土$2.77$间接费$\n1851\nA\nB\n$1851$B$\n1\n0.0\n0.0\n\n三\n利润\n%\n3.0\n208.33\n6.25\n\n\n\n\n\n$挖掘机挖土三类土$2.77$利润$\n1851\nA+B\nC\n$1851$C$\n1\n0.0\n0.0\n\n四\n材料价差\n元\n0.0\n0.0\n39.79\n\n\n\n\n\n$挖掘机挖土三类土$2.77$材料价差$\n1851\n[材料价差]\nD\n$1851$D$\n1\n0.0\n0.0\n\n(1)\n柴油\nkg\n12.96\n3.07\n39.79\n\n7.57\n4.5\n$003042$7.57$\nJ\n$1851$J$\n1851\n\n\n239256\n\n0.0\n0.0\n\n五\n未计价材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$挖掘机挖土三类土$2.77$未计价材料费$\n1851\n[主材费]\nE\n$1851$E$\n1\n0.0\n0.0\n\n六\n价格调节基金\n%\n0.0\n254.37\n0.0\n\n\n\n\n\n$挖掘机挖土三类土$2.77$价格调节基金$\n1851\nA+B+C+D+E\nF\n$1851$F$\n1\n0.0\n0.0\n\n七\n税金\n%\n9.0\n254.37\n22.89\n\n\n\n\n\n$挖掘机挖土三类土$2.77$税金$\n1851\nA+B+C+D+E+F\nG\n$1851$G$\n1\n0.0\n0.0\n\n八\n风险费\n%\n0.0\n277.26\n0.0\n\n\n\n\n\n$挖掘机挖土三类土$2.77$风险费$\n1851\nA+B+C+D+E+F+G\nH\n$1851$H$\n1\n0.0\n0.0\n\n\n合计\n元\n0.0\n0.0\n277.26\n\n\n\n\n\n$挖掘机挖土三类土$2.77$合计$\n1851\nA+B+C+D+E+F+G+H\nZ\n$1851$Z$\n1\n0.0\n0.0\n\n\n综合单价\n元/m3\n-\n-\n2.77\n\n\n\n100.0\n\n$挖掘机挖土三类土$2.77$综合单价$\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n附表6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价分析表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价名称:\n挖掘机挖土三类土\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号:\n10204\n\n计算单位:100m3\n\n金额单位：元\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价编号\n7\n定额编号\n10204\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项目名称\n挖掘机挖土三类土\n单价\n2.24\n元/m3,计算单位\n100m3\n\n\n0.0\n\n\n\n\n\n\n\n\n\n\n\n施工方法\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工作内容\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价:\n\n2.24\n元/m3\n\n\n\n$挖掘机挖土三类土$2.24$\n100.0\n$单价行$\n\n\n1693\n\n\n\n\n\n\n\n工作内容:\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n名称及规格\n单位\n数量\n单价(元)\n合价(元)\n备注\n实际单价\n材料限价\n材料编号\n材料标识\n费用链接标识\n定额ID号\n费用计算方法\n费用标识\n费用标识1\n\n\n\n\n一\n直接费\n元\n0.0\n0.0\n190.28\n\n\n\n\n\n$挖掘机挖土三类土$2.24$直接费$\n1693\nA1+A2\nA\n$1693$A$\n1\n0.0\n0.0\n\n(一)\n直接工程费\n元\n0.0\n0.0\n183.67\n\n\n\n\n\n$挖掘机挖土三类土$2.24$直接工程费$\n1693\nA11+A12+A13\nA1\n$1693$A1$\n1\n0.0\n0.0\n\n1\n人工费\n元\n0.0\n0.0\n34.5\n\n\n\n\n\n$挖掘机挖土三类土$2.24$人工费$\n1693\n[人工费]\nA11\n$1693$A11$\n1\n0.0\n0.0\n\n(1)\n乙类工\n工日\n0.6\n50.0\n30.0\n\n50.0\n0.0\n$T2$50$\nA\n$1693$A$\n1693\n\n\n239257\n\n0.0\n0.0\n\n(2)\n其他人工费\n%\n15.0\n30.0\n4.5\n\n30.0\n0.0\n$T9995$30$\nA\n$1693$A$\n1693\n\n\n239259\n\n0.0\n0.0\n\n2\n材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$挖掘机挖土三类土$2.24$材料费$\n1693\n[材料费]\nA12\n$1693$A12$\n1\n0.0\n0.0\n\n(1)\n其他材料费\n%\n15.0\n0.0\n0.0\n\n0.0\n0.0\n$ST0999$0$\nB\n$1693$B$\n1693\n\n\n239260\n\n0.0\n0.0\n\n3\n机械费\n元\n0.0\n0.0\n149.17\n\n\n\n\n\n$挖掘机挖土三类土$2.24$机械费$\n1693\n[机械费]\nA13\n$1693$A13$\n1\n0.0\n0.0\n\n(1)\n挖掘机电动2m3\n台班\n0.14\n926.501\n129.71\n\n926.501\n926.501\n$T1001$926.501$\nC\n$1693$C$\n1693\n\n\n239258\n\n0.0\n926.501\n\n(2)\n其他机械使用费\n%\n15.0\n129.71\n19.46\n\n129.71\n0.0\n$T9997$129.71$\nC\n$1693$C$\n1693\n\n\n239261\n\n0.0\n0.0\n\n(二)\n措施费\n%\n3.6\n183.67\n6.61\n\n\n\n\n\n$挖掘机挖土三类土$2.24$措施费$\n1693\nA1\nA2\n$1693$A2$\n1\n0.0\n0.0\n\n二\n间接费\n%\n5.0\n190.28\n9.51\n\n\n\n\n\n$挖掘机挖土三类土$2.24$间接费$\n1693\nA\nB\n$1693$B$\n1\n0.0\n0.0\n\n三\n利润\n%\n3.0\n199.79\n5.99\n\n\n\n\n\n$挖掘机挖土三类土$2.24$利润$\n1693\nA+B\nC\n$1693$C$\n1\n0.0\n0.0\n\n四\n材料价差\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$挖掘机挖土三类土$2.24$材料价差$\n1693\n[材料价差]\nD\n$1693$D$\n1\n0.0\n0.0\n\n五\n未计价材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$挖掘机挖土三类土$2.24$未计价材料费$\n1693\n[主材费]\nE\n$1693$E$\n1\n0.0\n0.0\n\n六\n价格调节基金\n%\n0.0\n205.78\n0.0\n\n\n\n\n\n$挖掘机挖土三类土$2.24$价格调节基金$\n1693\nA+B+C+D+E\nF\n$1693$F$\n1\n0.0\n0.0\n\n七\n税金\n%\n9.0\n205.78\n18.52\n\n\n\n\n\n$挖掘机挖土三类土$2.24$税金$\n1693\nA+B+C+D+E+F\nG\n$1693$G$\n1\n0.0\n0.0\n\n八\n风险费\n%\n0.0\n224.3\n0.0\n\n\n\n\n\n$挖掘机挖土三类土$2.24$风险费$\n1693\nA+B+C+D+E+F+G\nH\n$1693$H$\n1\n0.0\n0.0\n\n\n合计\n元\n0.0\n0.0\n224.3\n\n\n\n\n\n$挖掘机挖土三类土$2.24$合计$\n1693\nA+B+C+D+E+F+G+H\nZ\n$1693$Z$\n1\n0.0\n0.0\n\n\n综合单价\n元/m3\n-\n-\n2.24\n\n\n\n100.0\n\n$挖掘机挖土三类土$2.24$综合单价$\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n附表6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价分析表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价名称:\n路基填土(外运)\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号:\n10220\n\n计算单位:100m3\n\n金额单位：元\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价编号\n8\n定额编号\n10220\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项目名称\n路基填土(外运)\n单价\n13.63\n元/m3,计算单位\n100m3\n\n\n0.0\n\n\n\n\n\n\n\n\n\n\n\n施工方法\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工作内容\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价:\n\n13.63\n元/m3\n\n\n\n$路基填土(外运)$13.63$\n100.0\n$单价行$\n\n\n1859\n\n\n\n\n\n\n\n工作内容:\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n名称及规格\n单位\n数量\n单价(元)\n合价(元)\n备注\n实际单价\n材料限价\n材料编号\n材料标识\n费用链接标识\n定额ID号\n费用计算方法\n费用标识\n费用标识1\n\n\n\n\n一\n直接费\n元\n0.0\n0.0\n911.61\n\n\n\n\n\n$路基填土(外运)$13.63$直接费$\n1859\nA1+A2\nA\n$1859$A$\n1\n0.0\n0.0\n\n(一)\n直接工程费\n元\n0.0\n0.0\n879.93\n\n\n\n\n\n$路基填土(外运)$13.63$直接工程费$\n1859\nA11+A12+A13\nA1\n$1859$A1$\n1\n0.0\n0.0\n\n1\n人工费\n元\n0.0\n0.0\n53.3\n\n\n\n\n\n$路基填土(外运)$13.63$人工费$\n1859\n[人工费]\nA11\n$1859$A11$\n1\n0.0\n0.0\n\n(1)\n甲类工\n工日\n0.1\n65.0\n6.5\n\n65.0\n0.0\n$T1$65$\nA\n$1859$A$\n1859\n\n\n239262\n\n0.0\n0.0\n\n(2)\n乙类工\n工日\n0.9\n50.0\n45.0\n\n50.0\n0.0\n$T2$50$\nA\n$1859$A$\n1859\n\n\n239263\n\n0.0\n0.0\n\n(3)\n其他人工费\n%\n3.5\n51.5\n1.8\n\n51.5\n0.0\n$T9995$51.5$\nA\n$1859$A$\n1859\n\n\n239267\n\n0.0\n0.0\n\n2\n材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$路基填土(外运)$13.63$材料费$\n1859\n[材料费]\nA12\n$1859$A12$\n1\n0.0\n0.0\n\n(1)\n其他材料费\n%\n3.5\n0.0\n0.0\n\n0.0\n0.0\n$T9996$0$\nB\n$1859$B$\n1859\n\n\n239268\n\n0.0\n0.0\n\n3\n机械费\n元\n0.0\n0.0\n826.63\n\n\n\n\n\n$路基填土(外运)$13.63$机械费$\n1859\n[机械费]\nA13\n$1859$A13$\n1\n0.0\n0.0\n\n(1)\n挖掘机油动1m3\n台班\n0.22\n758.571\n166.89\n\n979.611\n758.571\n$T1004$979.611$\nC\n$1859$C$\n1859\n\n\n239264\n\n0.0\n979.611\n\n(2)\n推土机59kw\n台班\n0.16\n396.267\n63.4\n\n531.347\n396.267\n$T1013$531.347$\nC\n$1859$C$\n1859\n\n\n239265\n\n0.0\n531.346\n\n(3)\n自卸汽车5t\n台班\n1.62\n350.857\n568.39\n\n470.587\n350.857\n$T4011$470.587$\nC\n$1859$C$\n1859\n\n\n239266\n\n0.0\n470.587\n\n(4)\n其他机械使用费\n%\n3.5\n798.68\n27.95\n\n798.68\n0.0\n$T9997$798.68$\nC\n$1859$C$\n1859\n\n\n239269\n\n0.0\n0.0\n\n(二)\n措施费\n%\n3.6\n879.93\n31.68\n\n\n\n\n\n$路基填土(外运)$13.63$措施费$\n1859\nA1\nA2\n$1859$A2$\n1\n0.0\n0.0\n\n二\n间接费\n%\n5.0\n911.61\n45.58\n\n\n\n\n\n$路基填土(外运)$13.63$间接费$\n1859\nA\nB\n$1859$B$\n1\n0.0\n0.0\n\n三\n利润\n%\n3.0\n957.19\n28.72\n\n\n\n\n\n$路基填土(外运)$13.63$利润$\n1859\nA+B\nC\n$1859$C$\n1\n0.0\n0.0\n\n四\n材料价差\n元\n0.0\n0.0\n264.2\n\n\n\n\n\n$路基填土(外运)$13.63$材料价差$\n1859\n[材料价差]\nD\n$1859$D$\n1\n0.0\n0.0\n\n(1)\n柴油\nkg\n86.06\n3.07\n264.2\n\n7.57\n4.5\n$003042$7.57$\nJ\n$1859$J$\n1859\n\n\n239270\n\n0.0\n0.0\n\n五\n未计价材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$路基填土(外运)$13.63$未计价材料费$\n1859\n[主材费]\nE\n$1859$E$\n1\n0.0\n0.0\n\n六\n价格调节基金\n%\n0.0\n1250.11\n0.0\n\n\n\n\n\n$路基填土(外运)$13.63$价格调节基金$\n1859\nA+B+C+D+E\nF\n$1859$F$\n1\n0.0\n0.0\n\n七\n税金\n%\n9.0\n1250.11\n112.51\n\n\n\n\n\n$路基填土(外运)$13.63$税金$\n1859\nA+B+C+D+E+F\nG\n$1859$G$\n1\n0.0\n0.0\n\n八\n风险费\n%\n0.0\n1362.62\n0.0\n\n\n\n\n\n$路基填土(外运)$13.63$风险费$\n1859\nA+B+C+D+E+F+G\nH\n$1859$H$\n1\n0.0\n0.0\n\n\n合计\n元\n0.0\n0.0\n1362.62\n\n\n\n\n\n$路基填土(外运)$13.63$合计$\n1859\nA+B+C+D+E+F+G+H\nZ\n$1859$Z$\n1\n0.0\n0.0\n\n\n综合单价\n元/m3\n-\n-\n13.63\n\n\n\n100.0\n\n$路基填土(外运)$13.63$综合单价$\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n附表6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价分析表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价名称:\n客运保水层（6-7km）\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号:\n10226×0.88\n\n计算单位:100m3\n\n金额单位：元\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价编号\n9\n定额编号\n10226×0.88\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项目名称\n客运保水层（6-7km）\n单价\n23.45\n元/m3,计算单位\n100m3\n\n\n0.0\n\n\n\n\n\n\n\n\n\n\n\n施工方法\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工作内容\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价:\n\n23.45\n元/m3\n\n\n\n$客运保水层（6-7km）$23.45$\n100.0\n$单价行$\n\n\n1419\n\n\n\n\n\n\n\n工作内容:\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n名称及规格\n单位\n数量\n单价(元)\n合价(元)\n备注\n实际单价\n材料限价\n材料编号\n材料标识\n费用链接标识\n定额ID号\n费用计算方法\n费用标识\n费用标识1\n\n\n\n\n一\n直接费\n元\n0.0\n0.0\n1546.44\n\n\n\n\n\n$客运保水层（6-7km）$23.45$直接费$\n1419\nA1+A2\nA\n$1419$A$\n1\n0.0\n0.0\n\n(一)\n直接工程费\n元\n0.0\n0.0\n1492.7\n\n\n\n\n\n$客运保水层（6-7km）$23.45$直接工程费$\n1419\nA11+A12+A13\nA1\n$1419$A1$\n1\n0.0\n0.0\n\n1\n人工费\n元\n0.0\n0.0\n46.0\n\n\n\n\n\n$客运保水层（6-7km）$23.45$人工费$\n1419\n[人工费]\nA11\n$1419$A11$\n1\n0.0\n0.0\n\n(1)\n甲类工\n工日\n0.088\n65.0\n5.72\n\n65.0\n0.0\n$T1$65$\nA\n$1419$A$\n1419\n\n\n239126\n\n0.0\n0.0\n\n(2)\n乙类工\n工日\n0.792\n50.0\n39.6\n\n50.0\n0.0\n$T2$50$\nA\n$1419$A$\n1419\n\n\n239127\n\n0.0\n0.0\n\n(3)\n其他人工费\n%\n1.5\n45.32\n0.68\n\n45.32\n0.0\n$T9995$45.32$\nA\n$1419$A$\n1419\n\n\n239131\n\n0.0\n0.0\n\n2\n材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$客运保水层（6-7km）$23.45$材料费$\n1419\n[材料费]\nA12\n$1419$A12$\n1\n0.0\n0.0\n\n(1)\n其他材料费\n%\n1.5\n0.0\n0.0\n\n0.0\n0.0\n$ST0999$0$\nB\n$1419$B$\n1419\n\n\n239132\n\n0.0\n0.0\n\n3\n机械费\n元\n0.0\n0.0\n1446.7\n\n\n\n\n\n$客运保水层（6-7km）$23.45$机械费$\n1419\n[机械费]\nA13\n$1419$A13$\n1\n0.0\n0.0\n\n(1)\n挖掘机油动1m3\n台班\n0.1936\n758.571\n146.86\n\n979.611\n758.571\n$T1004$979.611$\nC\n$1419$C$\n1419\n\n\n239128\n\n0.0\n979.611\n\n(2)\n推土机59kw\n台班\n0.1408\n396.267\n55.79\n\n531.347\n396.267\n$T1013$531.347$\nC\n$1419$C$\n1419\n\n\n239129\n\n0.0\n531.346\n\n(3)\n自卸汽车5t\n台班\n3.4848\n350.857\n1222.67\n\n470.587\n350.857\n$T4011$470.587$\nC\n$1419$C$\n1419\n\n\n239130\n\n0.0\n470.587\n\n(4)\n其他机械使用费\n%\n1.5\n1425.318\n21.38\n\n1425.318\n0.0\n$T9997$1425.318$\nC\n$1419$C$\n1419\n\n\n239133\n\n0.0\n0.0\n\n(二)\n措施费\n%\n3.6\n1492.7\n53.74\n\n\n\n\n\n$客运保水层（6-7km）$23.45$措施费$\n1419\nA1\nA2\n$1419$A2$\n1\n0.0\n0.0\n\n二\n间接费\n%\n5.0\n1546.44\n77.32\n\n\n\n\n\n$客运保水层（6-7km）$23.45$间接费$\n1419\nA\nB\n$1419$B$\n1\n0.0\n0.0\n\n三\n利润\n%\n3.0\n1623.76\n48.71\n\n\n\n\n\n$客运保水层（6-7km）$23.45$利润$\n1419\nA+B\nC\n$1419$C$\n1\n0.0\n0.0\n\n四\n材料价差\n元\n0.0\n0.0\n479.05\n\n\n\n\n\n$客运保水层（6-7km）$23.45$材料价差$\n1419\n[材料价差]\nD\n$1419$D$\n1\n0.0\n0.0\n\n(1)\n柴油\nkg\n156.0416\n3.07\n479.05\n\n7.57\n4.5\n$480100002$7.57$\nJ\n$1419$J$\n1419\n\n\n239134\n\n0.0\n0.0\n\n五\n未计价材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$客运保水层（6-7km）$23.45$未计价材料费$\n1419\n[主材费]\nE\n$1419$E$\n1\n0.0\n0.0\n\n六\n价格调节基金\n%\n0.0\n2151.52\n0.0\n\n\n\n\n\n$客运保水层（6-7km）$23.45$价格调节基金$\n1419\nA+B+C+D+E\nF\n$1419$F$\n1\n0.0\n0.0\n\n七\n税金\n%\n9.0\n2151.52\n193.64\n\n\n\n\n\n$客运保水层（6-7km）$23.45$税金$\n1419\nA+B+C+D+E+F\nG\n$1419$G$\n1\n0.0\n0.0\n\n八\n风险费\n%\n0.0\n2345.16\n0.0\n\n\n\n\n\n$客运保水层（6-7km）$23.45$风险费$\n1419\nA+B+C+D+E+F+G\nH\n$1419$H$\n1\n0.0\n0.0\n\n\n合计\n元\n0.0\n0.0\n2345.16\n\n\n\n\n\n$客运保水层（6-7km）$23.45$合计$\n1419\nA+B+C+D+E+F+G+H\nZ\n$1419$Z$\n1\n0.0\n0.0\n\n\n综合单价\n元/m3\n-\n-\n23.45\n\n\n\n100.0\n\n$客运保水层（6-7km）$23.45$综合单价$\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n附表6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价分析表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价名称:\n客耕作土（6-7km）\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号:\n10226×0.88\n\n计算单位:100m3\n\n金额单位：元\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价编号\n10\n定额编号\n10226×0.88\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项目名称\n客耕作土（6-7km）\n单价\n23.45\n元/m3,计算单位\n100m3\n\n\n0.0\n\n\n\n\n\n\n\n\n\n\n\n施工方法\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工作内容\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价:\n\n23.45\n元/m3\n\n\n\n$客耕作土（6-7km）$23.45$\n100.0\n$单价行$\n\n\n1393\n\n\n\n\n\n\n\n工作内容:\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n名称及规格\n单位\n数量\n单价(元)\n合价(元)\n备注\n实际单价\n材料限价\n材料编号\n材料标识\n费用链接标识\n定额ID号\n费用计算方法\n费用标识\n费用标识1\n\n\n\n\n一\n直接费\n元\n0.0\n0.0\n1546.44\n\n\n\n\n\n$客耕作土（6-7km）$23.45$直接费$\n1393\nA1+A2\nA\n$1393$A$\n1\n0.0\n0.0\n\n(一)\n直接工程费\n元\n0.0\n0.0\n1492.7\n\n\n\n\n\n$客耕作土（6-7km）$23.45$直接工程费$\n1393\nA11+A12+A13\nA1\n$1393$A1$\n1\n0.0\n0.0\n\n1\n人工费\n元\n0.0\n0.0\n46.0\n\n\n\n\n\n$客耕作土（6-7km）$23.45$人工费$\n1393\n[人工费]\nA11\n$1393$A11$\n1\n0.0\n0.0\n\n(1)\n甲类工\n工日\n0.088\n65.0\n5.72\n\n65.0\n0.0\n$T1$65$\nA\n$1393$A$\n1393\n\n\n239143\n\n0.0\n0.0\n\n(2)\n乙类工\n工日\n0.792\n50.0\n39.6\n\n50.0\n0.0\n$T2$50$\nA\n$1393$A$\n1393\n\n\n239144\n\n0.0\n0.0\n\n(3)\n其他人工费\n%\n1.5\n45.32\n0.68\n\n45.32\n0.0\n$T9995$45.32$\nA\n$1393$A$\n1393\n\n\n239148\n\n0.0\n0.0\n\n2\n材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$客耕作土（6-7km）$23.45$材料费$\n1393\n[材料费]\nA12\n$1393$A12$\n1\n0.0\n0.0\n\n(1)\n其他材料费\n%\n1.5\n0.0\n0.0\n\n0.0\n0.0\n$ST0999$0$\nB\n$1393$B$\n1393\n\n\n239149\n\n0.0\n0.0\n\n3\n机械费\n元\n0.0\n0.0\n1446.7\n\n\n\n\n\n$客耕作土（6-7km）$23.45$机械费$\n1393\n[机械费]\nA13\n$1393$A13$\n1\n0.0\n0.0\n\n(1)\n挖掘机油动1m3\n台班\n0.1936\n758.571\n146.86\n\n979.611\n758.571\n$T1004$979.611$\nC\n$1393$C$\n1393\n\n\n239145\n\n0.0\n979.611\n\n(2)\n推土机59kw\n台班\n0.1408\n396.267\n55.79\n\n531.347\n396.267\n$T1013$531.347$\nC\n$1393$C$\n1393\n\n\n239146\n\n0.0\n531.346\n\n(3)\n自卸汽车5t\n台班\n3.4848\n350.857\n1222.67\n\n470.587\n350.857\n$T4011$470.587$\nC\n$1393$C$\n1393\n\n\n239147\n\n0.0\n470.587\n\n(4)\n其他机械使用费\n%\n1.5\n1425.318\n21.38\n\n1425.318\n0.0\n$T9997$1425.318$\nC\n$1393$C$\n1393\n\n\n239150\n\n0.0\n0.0\n\n(二)\n措施费\n%\n3.6\n1492.7\n53.74\n\n\n\n\n\n$客耕作土（6-7km）$23.45$措施费$\n1393\nA1\nA2\n$1393$A2$\n1\n0.0\n0.0\n\n二\n间接费\n%\n5.0\n1546.44\n77.32\n\n\n\n\n\n$客耕作土（6-7km）$23.45$间接费$\n1393\nA\nB\n$1393$B$\n1\n0.0\n0.0\n\n三\n利润\n%\n3.0\n1623.76\n48.71\n\n\n\n\n\n$客耕作土（6-7km）$23.45$利润$\n1393\nA+B\nC\n$1393$C$\n1\n0.0\n0.0\n\n四\n材料价差\n元\n0.0\n0.0\n479.05\n\n\n\n\n\n$客耕作土（6-7km）$23.45$材料价差$\n1393\n[材料价差]\nD\n$1393$D$\n1\n0.0\n0.0\n\n(1)\n柴油\nkg\n156.0416\n3.07\n479.05\n\n7.57\n4.5\n$480100002$7.57$\nJ\n$1393$J$\n1393\n\n\n239151\n\n0.0\n0.0\n\n五\n未计价材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$客耕作土（6-7km）$23.45$未计价材料费$\n1393\n[主材费]\nE\n$1393$E$\n1\n0.0\n0.0\n\n六\n价格调节基金\n%\n0.0\n2151.52\n0.0\n\n\n\n\n\n$客耕作土（6-7km）$23.45$价格调节基金$\n1393\nA+B+C+D+E\nF\n$1393$F$\n1\n0.0\n0.0\n\n七\n税金\n%\n9.0\n2151.52\n193.64\n\n\n\n\n\n$客耕作土（6-7km）$23.45$税金$\n1393\nA+B+C+D+E+F\nG\n$1393$G$\n1\n0.0\n0.0\n\n八\n风险费\n%\n0.0\n2345.16\n0.0\n\n\n\n\n\n$客耕作土（6-7km）$23.45$风险费$\n1393\nA+B+C+D+E+F+G\nH\n$1393$H$\n1\n0.0\n0.0\n\n\n合计\n元\n0.0\n0.0\n2345.16\n\n\n\n\n\n$客耕作土（6-7km）$23.45$合计$\n1393\nA+B+C+D+E+F+G+H\nZ\n$1393$Z$\n1\n0.0\n0.0\n\n\n综合单价\n元/m3\n-\n-\n23.45\n\n\n\n100.0\n\n$客耕作土（6-7km）$23.45$综合单价$\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n附表6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工程施工单价分析表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价名称:\n客土回填\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定额编号:\n10302\n\n计算单位:100m3\n\n金额单位：元\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价编号\n11\n定额编号\n10302\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项目名称\n客土回填\n单价\n1.66\n元/m3,计算单位\n100m3\n\n\n0.0\n\n\n\n\n\n\n\n\n\n\n\n施工方法\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工作内容\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n单价:\n\n1.66\n元/m3\n\n\n\n$客土回填$1.66$\n100.0\n$单价行$\n\n\n1396\n\n\n\n\n\n\n\n工作内容:\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编号\n名称及规格\n单位\n数量\n单价(元)\n合价(元)\n备注\n实际单价\n材料限价\n材料编号\n材料标识\n费用链接标识\n定额ID号\n费用计算方法\n费用标识\n费用标识1\n\n\n\n\n一\n直接费\n元\n0.0\n0.0\n111.0\n\n\n\n\n\n$客土回填$1.66$直接费$\n1396\nA1+A2\nA\n$1396$A$\n1\n0.0\n0.0\n\n(一)\n直接工程费\n元\n0.0\n0.0\n107.14\n\n\n\n\n\n$客土回填$1.66$直接工程费$\n1396\nA11+A12+A13\nA1\n$1396$A1$\n1\n0.0\n0.0\n\n1\n人工费\n元\n0.0\n0.0\n5.25\n\n\n\n\n\n$客土回填$1.66$人工费$\n1396\n[人工费]\nA11\n$1396$A11$\n1\n0.0\n0.0\n\n(1)\n乙类工\n工日\n0.1\n50.0\n5.0\n\n50.0\n0.0\n$T2$50$\nA\n$1396$A$\n1396\n\n\n239152\n\n0.0\n0.0\n\n(2)\n其他人工费\n%\n5.0\n5.0\n0.25\n\n5.0\n0.0\n$T9995$5$\nA\n$1396$A$\n1396\n\n\n239154\n\n0.0\n0.0\n\n2\n材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$客土回填$1.66$材料费$\n1396\n[材料费]\nA12\n$1396$A12$\n1\n0.0\n0.0\n\n(1)\n其他材料费\n%\n5.0\n0.0\n0.0\n\n0.0\n0.0\n$ST0999$0$\nB\n$1396$B$\n1396\n\n\n239155\n\n0.0\n0.0\n\n3\n机械费\n元\n0.0\n0.0\n101.89\n\n\n\n\n\n$客土回填$1.66$机械费$\n1396\n[机械费]\nA13\n$1396$A13$\n1\n0.0\n0.0\n\n(1)\n推土机55kw\n台班\n0.26\n373.24\n97.04\n\n496.04\n373.24\n$T1012$496.04$\nC\n$1396$C$\n1396\n\n\n239153\n\n0.0\n496.04\n\n(2)\n其他机械使用费\n%\n5.0\n97.04\n4.85\n\n97.04\n0.0\n$T9997$97.04$\nC\n$1396$C$\n1396\n\n\n239156\n\n0.0\n0.0\n\n(二)\n措施费\n%\n3.6\n107.14\n3.86\n\n\n\n\n\n$客土回填$1.66$措施费$\n1396\nA1\nA2\n$1396$A2$\n1\n0.0\n0.0\n\n二\n间接费\n%\n5.0\n111.0\n5.55\n\n\n\n\n\n$客土回填$1.66$间接费$\n1396\nA\nB\n$1396$B$\n1\n0.0\n0.0\n\n三\n利润\n%\n3.0\n116.55\n3.5\n\n\n\n\n\n$客土回填$1.66$利润$\n1396\nA+B\nC\n$1396$C$\n1\n0.0\n0.0\n\n四\n材料价差\n元\n0.0\n0.0\n31.93\n\n\n\n\n\n$客土回填$1.66$材料价差$\n1396\n[材料价差]\nD\n$1396$D$\n1\n0.0\n0.0\n\n(1)\n柴油\nkg\n10.4\n3.07\n31.93\n\n7.57\n4.5\n$480100002$7.57$\nJ\n$1396$J$\n1396\n\n\n239157\n\n0.0\n0.0\n\n五\n未计价材料费\n元\n0.0\n0.0\n0.0\n\n\n\n\n\n$客土回填$1.66$未计价材料费$\n1396\n[主材费]\nE\n$1396$E$\n1\n0.0\n0.0\n\n六\n价格调节基金\n%\n0.0\n151.98\n0.0\n\n\n\n\n\n$客土回填$1.66$价格调节基金$\n1396\nA+B+C+D+E\nF\n$1396$F$\n1\n0.0\n0.0\n\n七\n税金\n%\n9.0\n151.98\n13.68\n\n\n\n\n\n$客土回填$1.66$税金$\n1396\nA+B+C+D+E+F\nG\n$1396$G$\n1\n0.0\n0.0\n\n八\n风险费\n%\n0.0\n165.66\n0.0\n\n\n\n\n\n$客土回填$1.66$风险费$\n1396\nA+B+C+D+E+F+G\nH\n$1396$H$\n1\n0.0\n0.0\n\n\\n\n\n\n\n\n\n本采购包内属于节能、环境标志产品情况本采购包内属于节能、环境标志产品情况本采购包内属于节能、环境标志产品情况本采购包内属于节能、环境标志产品情况本采购包内属于节能、环境标志产品情况本采购包内属于节能、环境标志产品情况采购包品目号产品名称认证种类**-1供应商自行填写种类，并上传证明附件以便评审查看…备注

投标 / 标书制作要点（原创）

本土地整治农林牧渔业工程施工涉及「招标公告」，投标方需重点关注：① 营业执照经营范围须含招标公告或对应服务类目；② 提供同类项目业绩证明；③ 报价方案与售后响应须明确；④ 紧盯投标截止与开标节点，建议提前完成标书制作与盖章。当地项目常要求本地化服务能力与快速响应，务必在投标文件中凸显。

标书制作联系冯经理：17551026086