桥改建工程 临时工程与设施招标预告（黄梅县大河镇人民政府2025）
黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程竞争性磋商征求意见公告
一、项目名称及采购编号、政府采购计划备案号
（一）采购编号：421127-2025-01753
（二）项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程
（三）政府采购计划备案号：421127-2025-01753
二、项目内容
（一）项目基本情况：
该桥现浇板梁存在蜂窝麻面、剥落、露筋；桥存在冲刷、蜂窝麻面、露筋；桥台存在蜂窝麻面、桥头跳车、冲刷、砌石松散；翼墙存在冲刷、砌石脱落、砌石松散、破损；墩台基础存在冲刷；桥面铺装未铺装；护栏存在破损露筋、破损。已不能满足现行通车要求，存在极大安全隐患。为保障人民出行安全，拟对该桥实施拆除重建。
（二）采购内容及要求：
主要建设内容为原址重建一座2×13.0m预应力混凝土T梁桥，下构采用桩柱式桥墩、桩接桥台盖梁。桥梁全长32.04m，桥宽7.5m。桥设计汽车荷载等级：公路-I级。（详见附件）
（三）项目预算：123.2975万元，预算控制最高价：123.2975万元。
三、征求意见截止日期
从2025年11月26日至2025年11月28日
四、征求意见的提交方式
对采购需求提出相关意见（应说明理由）应客观公正、实事求是，并在公示期内将相关 意见以书面形式（加盖公章）提交至湖北伟易项目管理有限公司，同时还须将反馈意见的电子文档（word版本）发送至指定的电子邮箱（1738271937@qq.com），邮件主题注明“（公司名称）关于（项目名称）采购需求反馈意见”，邮件内容应包括投标人名称、投标人联系人姓名、联系方式等内容。
五、采购文件或采购需求
具体采购项目情况以相关采购公告和采购文件为准。
六、本项目采购人或采购代理机构的情况
采购人：黄梅县大河镇人民政府
地址：黄梅县大河镇大河街1号
联系人姓名：吴军球
联系电话：13409730868
采购代理机构：湖北伟易项目管理有限公司
地址：黄梅县建陶路誉天下尚都S3幢107号
项目联系人：余曼
联系电话：13986556355
相关下载
(控制价)黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程_20251125095826.xlsx
招标公告文件_65180.pdf
相关合同
\n表A.0.2-5 总招标表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n\n编 制 范 围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n第 1 页 共 4 页\n01表\n\n分项编号 \n工程或费用名称\n单位\n数量\n金额(元)\n技术经济指标\n各项费用比例\n(%)\n备注\n\n1\n第100章至第700章合计\n\n\n1196975\n\n97.08\n\n\n100\n第100章 总则\n\n\n159020\n\n12.9\n\n\n101\n通则\n\n\n4152\n\n0.34\n\n\n101-1\n保险费\n\n\n4152\n\n0.34\n\n\n-a\n按合同条款规定，提供建筑工程一切险\n总额\n1\n2595\n2595\n0.21\n\n\n-b\n按合同条款规定，提供第三者责任险\n总额\n1\n1557\n1557\n0.13\n\n\n102\n工程管理\n\n\n20569\n\n1.67\n\n\n102-1\n竣工文件\n总额\n1\n5000\n5000\n0.41\n\n\n102-3\n安全生产费\n总额\n1\n15569\n15569\n1.26\n\n\n103\n临时工程与设施\n\n\n82401\n\n6.68\n\n\n103-1\n保通便道（修建、拆除与维护）\nkm\n0.05\n24915\n498300\n2.02\n\n\n103-3\n临时供电设施架设、维护与拆除\nm\n300\n36963\n123.21\n3\n\n\n103-4\n围堰（修建、拆除）\nm\n50\n20523\n410.46\n1.66\n\n\n104\n承包人驻地建设\n\n\n51898\n\n4.21\n\n\n104-1\n承包人驻地建设\n总额\n1\n51898\n51898\n4.21\n\n\n200\n第200章 路基\n\n\n65496\n\n5.31\n\n\n202\n场地清理\n\n\n25770\n\n2.09\n\n\n202-3\n拆除结构物\n\n\n25770\n\n2.09\n\n\n-c\n砖、石及其他砌体结构\nm3\n160\n25770\n161.06\n2.09\n\n\n205\n特殊地区路基处理\n\n\n39726\n\n3.22\n\n\n205-1\n桥头路基处理\n\n\n39726\n\n3.22\n\n\n-a\n挖台阶土方\nm3\n71\n356\n5.01\n0.03\n\n\n-b\n换填石渣\nm3\n550\n34925\n63.5\n2.83\n\n\n-c\n土工格栅\nm2\n372\n4445\n11.95\n0.36\n\n\n300\n第300章 路面\n\n\n53586\n\n4.35\n\n\n302\n接线工程\n\n\n53586\n\n4.35\n\n\n302-1\n18cm厚水泥稳定层\nm2\n218.4\n13923\n63.75\n1.13\n\n\n302-2\n水泥混凝土面板20cm厚\nm2\n195\n23365\n119.82\n1.9\n\n\n\n编制：\n\n复核：\n\n\n表A.0.2-5 总招标表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n\n编 制 范 围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n第 2 页 共 4 页\n01表\n\n分项编号 \n工程或费用名称\n单位\n数量\n金额(元)\n技术经济指标\n各项费用比例\n(%)\n备注\n\n303-3\n波形梁钢护栏\nm\n60\n13293\n221.55\n1.08\n\n\n303-4\n路基填筑（包括填前压实）\nm3\n240\n3005\n12.52\n0.24\n\n\n400\n第400章 桥梁、涵洞\n\n\n914207\n\n74.15\n\n\n405\n钻孔灌注桩\n\n\n258065\n\n20.93\n\n\n405-1\n钻孔灌注桩\nm3\n79.8\n258065\n3233.9\n20.93\n\n\n-a\n陆上钻孔灌注桩\nm\n60\n99379\n1656.32\n8.06\n\n\n-b\n水中钻孔灌注桩\nm\n24\n113272\n4719.67\n9.19\n\n\n-c\n灌注桩钢筋HRB400钢筋\nt\n5.937\n31094\n5237.33\n2.52\n\n\n-d\n灌注桩钢筋HPB300钢筋\nt\n1.215\n6544\n5386.01\n0.53\n\n\n-e\n灌注桩检测管\nt\n1.25\n7776\n6220.8\n0.63\n\n\n410\n结构混凝土\n\n\n397800\n\n32.26\n\n\n410-2\n混凝土下部结构\n\n\n101885\n\n8.26\n\n\n-a\n盖梁混凝土C30\nm3\n35.5\n33787\n951.75\n2.74\n\n\n-b\n挡块混凝土C30\nm3\n1.1\n899\n817.27\n0.07\n\n\n-c\n耳背墙混凝土C30\nm3\n16.3\n16821\n1031.96\n1.36\n\n\n-d\n系梁混凝土C30\nm3\n2.6\n1657\n637.31\n0.13\n\n\n-e\n墩柱混凝土C30\nm3\n2.6\n2105\n809.62\n0.17\n\n\n-f\n盖梁钢筋HRB400钢筋\nt\n3.975\n22147\n5571.57\n1.8\n\n\n-g\n盖梁钢筋HPB300钢筋\nt\n1.586\n9073\n5720.68\n0.74\n\n\n-h\n挡块钢筋HRB400钢筋\nt\n0.179\n976\n5452.51\n0.08\n\n\n-i\n挡块钢筋HPB300钢筋\nt\n0.072\n408\n5666.67\n0.03\n\n\n-j\n耳背墙钢筋HRB400钢筋\nt\n1.493\n7942\n5319.49\n0.64\n\n\n-k\n系梁钢筋HRB400钢筋\nt\n0.248\n1316\n5306.45\n0.11\n\n\n-l\n系梁钢筋HPB300钢筋\nt\n0.035\n191\n5457.14\n0.02\n\n\n-m\n墩柱钢筋HRB400钢筋\nt\n0.674\n3668\n5442.14\n0.3\n\n\n-n\n墩柱钢筋HPB300钢筋\nt\n0.16\n895\n5593.75\n0.07\n\n\n410-3\n现浇混凝土上部结构\nm3\n\n257708\n\n20.9\n\n\n-a\n预制预应力T形梁\nm3\n69.8\n152008\n2177.77\n12.33\n\n\n\n编制：\n\n复核：\n\n\n表A.0.2-5 总招标表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n\n编 制 范 围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n第 3 页 共 4 页\n01表\n\n分项编号 \n工程或费用名称\n单位\n数量\n金额(元)\n技术经济指标\n各项费用比例\n(%)\n备注\n\n-b\nT形梁钢筋HRB400钢筋\nt\n12.517\n72178\n5766.4\n5.85\n\n\n-c\nT形梁钢筋HPB300钢筋\nt\n5.365\n31735\n5915.19\n2.57\n\n\n-d\n钢管埋设\nt\n0.209\n1787\n8550.24\n0.14\n\n\n410-4\n搭板\n\n\n38207\n\n3.1\n\n\n-a\n搭板混凝土C30\nm3\n22.6\n15810\n699.56\n1.28\n\n\n-b\n搭板钢筋（HRB400）\nkg\n3284\n17504\n5.33\n1.42\n\n\n-c\n搭板钢筋（HPB300）\nkg\n58.4\n313\n5.36\n0.03\n\n\n-d\n碎石垫层\nm3\n19.4\n4580\n236.08\n0.37\n\n\n411\n护栏工程\n\n\n47083\n\n3.82\n\n\n411-1\n护栏混凝土C30\nm3\n26.2\n21667\n826.98\n1.76\n\n\n411-2\n护栏钢筋（HRB400）\nkg\n2593\n14806\n5.71\n1.2\n\n\n411-3\n护栏钢筋（HPB300）\nkg\n206.7\n1213\n5.87\n0.1\n\n\n411-4\n排水管Φ250*6\nm\n64\n8768\n137\n0.71\n\n\n415-5\n铺钢板\nkg\n108\n629\n5.82\n0.05\n\n\n413\n锥坡防护\n\n\n129696\n\n10.52\n\n\n413-1\n现浇片石混凝土挡土墙C25\nm3\n139.8\n90521\n647.5\n7.34\n\n\n413-2\n砂砾垫层\nm3\n21.6\n2008\n92.96\n0.16\n\n\n413-3\nM10浆砌片石\nm3\n55.6\n22808\n410.22\n1.85\n\n\n413-4\n水泥砂浆抹面2cm厚\nm2\n28\n391\n13.96\n0.03\n\n\n413-5\n基础土方开挖\nm3\n415.2\n9832\n23.68\n0.8\n\n\n413-6\n锥坡填土\nm3\n280\n4136\n14.77\n0.34\n\n\n415\n桥面铺装\n\n\n31736\n\n2.57\n\n\n415-2\n水泥混凝土桥面铺装\nm3\n21.6\n18212\n843.15\n1.48\n\n\n415-3\n铺装带肋钢筋（HRB400）\nkg\n108.7\n619\n5.69\n0.05\n\n\n415-4\n铺装带肋钢筋（HPB300）\nkg\n2069.4\n12065\n5.83\n0.98\n\n\n415-5\n铺装钢板\nkg\n56.1\n324\n5.78\n0.03\n\n\n411-5\n泄水管\n套\n8\n516\n64.5\n0.04\n\n\n416\n桥梁支座\n\n\n20542\n\n1.67\n\n\n\n编制：\n\n复核：\n\n\n表A.0.2-5 总招标表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n\n编 制 范 围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n第 4 页 共 4 页\n01表\n\n分项编号 \n工程或费用名称\n单位\n数量\n金额(元)\n技术经济指标\n各项费用比例\n(%)\n备注\n\n416-1\n板式橡胶支座\n个\n20\n20542\n1027.1\n1.67\n\n\n417\n桥梁接缝和伸缩装置\n\n\n29285\n\n2.38\n\n\n417-2\n模数式伸缩装置\nm\n15\n29285\n1952.33\n2.38\n\n\n600\n第600章 安全设施及预埋管线\n\n\n4666\n\n0.38\n\n\n604\n道路交通标志\n\n\n4666\n\n0.38\n\n\n604-1\n单柱式铝合金标志牌\n个\n4\n4666\n1166.5\n0.38\n\n\n\n已包含在清单合计中的材料、工程设备、专业工程暂估价合计\n\n\n\n\n\n\n\n\n清单合计减去材料、工程设备、专业工程暂估价合计\n\n\n1196975\n\n97.08\n\n\n2\n计日工合计\n\n\n\n\n\n\n\n2-1\n劳务\n\n\n\n\n\n\n\n2-2\n材料\n\n\n\n\n\n\n\n2-3\n施工机械\n\n\n\n\n\n\n\n12\n暂列金额（不含计日工总额）\n\n1\n\n\n\n\n\n13\n独立费用\n\n\n36000\n\n2.92\n\n\n13-1\n代理费\n\n1\n12000\n12000\n0.97\n\n\n13-2\n预算费\n\n1\n12000\n12000\n0.97\n\n\n13-3\n结算费\n\n1\n12000\n12000\n0.97\n\n\n14\n投标报价\n\n\n1232975\n\n100\n\n\n\n编制：\n\n\n\n\n\n\n\n复核：\n\n\n\n表A.0.2-6 人工、主要材料、施工机械台班数量汇总表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n编制范围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n第 1 页 共 6 页 02表\n\n代号\n规格名称\n单位\n单价\n(元)\n总数量\n分项统计\n场外运输损耗\n\n第100章 总则\n第200章 路基\n第300章 路面\n第400章 桥梁、涵洞\n第600章 安全设施及预埋管线\n\n\n\n辅助生产\n%\n数量\n\n1001001\n人工\n工日\n110.07\n1806.456\n154.194\n121.336\n38.028\n1490.322\n2.576\n\n\n\n\n\n\n\n1051001\n机械工\n工日\n110.07\n239.841\n4.525\n6.085\n7.181\n221.71\n0.34\n\n\n\n\n\n\n\n1511018\n普C50-42.5-2(商)\nm3\n479.15\n71.926\n\n\n\n71.926\n\n\n\n\n\n\n\n\n1511034\n普C30-32.5-4(商)\nm3\n342.42\n39.78\n\n\n39.78\n\n\n\n\n\n\n\n\n\n1511035\n普C30-42.5-4(商)\nm3\n342.42\n109.038\n\n\n\n109.038\n\n\n\n\n\n\n\n\n1511039\n普C40-42.5-4(商)\nm3\n432.11\n0.082\n\n\n\n0.082\n\n\n\n\n\n\n\n\n1511102\n水C30-32.5-4(商)\nm3\n344.79\n173.736\n\n\n\n173.736\n\n\n\n\n\n\n\n\n1511113\n防C40-42.5-4(商)\nm3\n439.49\n22.032\n\n\n\n22.032\n\n\n\n\n\n\n\n\n2001001\nHPB300钢筋\nt\n3463.36\n1.295\n\n\n0.001\n1.212\n0.082\n\n\n\n\n\n\n\n2001001@2\n钢板\nt\n3330.15\n0.168\n\n\n\n0.168\n\n\n\n\n\n\n\n\n2001002\nHRB400钢筋\nt\n3330.15\n29.898\n\n\n\n29.898\n\n\n\n\n\n\n\n\n2001002@10\nHPB300钢筋\nt\n3463.36\n2.121\n\n\n\n2.121\n\n\n\n\n\n\n\n\n2001002@12\n钢板\nt\n3330.15\n1.12\n\n\n\n1.12\n\n\n\n\n\n\n\n\n2001002@3\nHRB400钢筋\nt\n3330.15\n0.044\n\n\n\n0.044\n\n\n\n\n\n\n\n\n2001002@4\nHRB400钢筋\nt\n3330.15\n2.658\n\n\n\n2.658\n\n\n\n\n\n\n\n\n2001002@9\nHPB300钢筋\nt\n3463.36\n8.518\n\n\n\n8.518\n\n\n\n\n\n\n\n\n2001019\n钢丝绳\nt\n5970.09\n0.028\n\n\n0.011\n0.017\n\n\n\n\n\n\n\n\n2001020\n钢纤维\nt\n5128.21\n0.007\n\n\n\n0.007\n\n\n\n\n\n\n\n\n2001021\n8~12号铁丝\nkg\n4.36\n41.958\n12.6\n\n\n29.358\n\n\n\n\n\n\n\n\n2001022\n20~22号铁丝\nkg\n4.79\n125.578\n\n\n\n125.17\n0.408\n\n\n\n\n\n\n\n2003004\n型钢\nt\n3285.04\n1.237\n0.045\n\n0.011\n1.181\n\n\n\n\n\n\n\n\n2003005\n钢板\nt\n3148.14\n1.533\n0.15\n\n\n1.383\n\n\n\n\n\n\n\n\n2003008\n钢管\nt\n3911.33\n1.342\n\n\n\n1.342\n\n\n\n\n\n\n\n\n2003015\n钢管立柱\nt\n5128.21\n0.388\n\n\n\n0.211\n0.177\n\n\n\n\n\n\n\n2003016\n型钢立柱\nt\n4700.85\n0.545\n\n\n0.545\n\n\n\n\n\n\n\n\n\n编制：\n\n复核：\n\n表A.0.2-6 人工、主要材料、施工机械台班数量汇总表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n编制范围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n第 2 页 共 6 页 02表\n\n代号\n规格名称\n单位\n单价\n(元)\n总数量\n分项统计\n场外运输损耗\n\n第100章 总则\n第200章 路基\n第300章 路面\n第400章 桥梁、涵洞\n第600章 安全设施及预埋管线\n\n\n\n辅助生产\n%\n数量\n\n2003017\n波形钢板\nt\n5299.15\n1.394\n\n\n1.394\n\n\n\n\n\n\n\n\n\n2003021\n钢管桩\nt\n4700.85\n0.321\n\n\n\n0.321\n\n\n\n\n\n\n\n\n2003022\n钢护筒\nt\n4273.5\n2.4\n\n\n\n2.4\n\n\n\n\n\n\n\n\n2003025\n钢模板\nt\n5384.62\n1.751\n\n\n\n1.751\n\n\n\n\n\n\n\n\n2003026\n组合钢模板\nt\n4700.85\n0.232\n\n\n\n0.231\n0.001\n\n\n\n\n\n\n\n2003028\n安全爬梯\nt\n8076.92\n0.01\n\n\n\n0.01\n\n\n\n\n\n\n\n\n2009002\n钢钎\nkg\n6.32\n36\n\n36\n\n\n\n\n\n\n\n\n\n\n2009011\n电焊条\nkg\n5.73\n362.648\n\n\n\n362.623\n0.025\n\n\n\n\n\n\n\n2009013\n螺栓\nkg\n7.35\n90.831\n\n\n73.83\n17.001\n\n\n\n\n\n\n\n\n2009028\n铁件\nkg\n4.53\n1061.025\n34.5\n\n\n1026.142\n0.383\n\n\n\n\n\n\n\n2009029\n镀锌铁件\nkg\n5.73\n117.412\n\n\n\n\n117.412\n\n\n\n\n\n\n\n2009030\n铁钉\nkg\n4.7\n0.8\n\n\n\n0.8\n\n\n\n\n\n\n\n\n2009033\n铸铁管\nkg\n3.42\n112\n\n\n\n112\n\n\n\n\n\n\n\n\n2009034\nU型锚钉\nkg\n4.27\n12.053\n\n12.053\n\n\n\n\n\n\n\n\n\n\n3001001\n石油沥青\nt\n3550\n0.019\n\n\n0.019\n\n\n\n\n\n\n\n\n\n3003001\n重油\nkg\n3.59\n2.072\n\n\n\n2.072\n\n\n\n\n\n\n\n\n3003002\n汽油\nkg\n8.7\n14.663\n\n\n10.358\n1.551\n2.754\n\n\n\n\n\n\n\n3003003\n柴油\nkg\n6.89\n1891.589\n89.887\n576.743\n203.749\n1016.424\n4.787\n\n\n\n\n\n\n\n3005001\n煤\nt\n561.95\n0.004\n\n\n0.004\n\n\n\n\n\n\n\n\n\n3005002\n电\nkw.h\n0.77\n14417.031\n366.325\n\n73.009\n13977.354\n0.342\n\n\n\n\n\n\n\n3005004\n水\nm3\n3.16\n1183.922\n7.04\n\n5.655\n1169.835\n1.392\n\n\n\n\n\n\n\n4003001\n原木\nm3\n1283.19\n0.739\n\n\n\n0.739\n\n\n\n\n\n\n\n\n4003002\n锯材\nm3\n1504.42\n1.249\n\n\n0.014\n1.235\n\n\n\n\n\n\n\n\n5001013\nPVC塑料管(φ50mm)\nm\n6.41\n25.164\n\n\n\n25.164\n\n\n\n\n\n\n\n\n5001015@1\nPVC塑料管(φ250mm)\nm\n60\n67.84\n\n\n\n67.84\n\n\n\n\n\n\n\n\n编制：\n\n复核：\n\n表A.0.2-6 人工、主要材料、施工机械台班数量汇总表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n编制范围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n第 3 页 共 6 页 02表\n\n代号\n规格名称\n单位\n单价\n(元)\n总数量\n分项统计\n场外运输损耗\n\n第100章 总则\n第200章 路基\n第300章 路面\n第400章 桥梁、涵洞\n第600章 安全设施及预埋管线\n\n\n\n辅助生产\n%\n数量\n\n5001052\n塑料编织袋\n个\n0.2\n2500\n2500\n\n\n\n\n\n\n\n\n\n\n\n5007003\n土工格栅\nm2\n5.2\n407.191\n\n407.191\n\n\n\n\n\n\n\n\n\n\n5501003\n黏土\nm3\n11.65\n87.047\n\n\n\n87.047\n\n\n\n\n\n\n\n\n5503005\n中(粗)砂\nm3\n135.92\n124.758\n0.688\n\n\n123.502\n0.568\n\n\n\n\n\n\n\n5503007\n砂砾\nm3\n60.19\n27.214\n\n\n\n27.214\n\n\n\n\n\n\n\n\n5503009\n天然级配\nm3\n60.19\n60.57\n60.57\n\n\n\n\n\n\n\n\n\n\n\n5503012\n石渣\nm3\n38.83\n663.85\n\n663.85\n\n\n\n\n\n\n\n\n\n\n5505005\n片石\nm3\n85.5\n151.931\n\n\n\n151.931\n\n\n\n\n\n\n\n\n5505012\n碎石(2cm)\nm3\n169.71\n0.035\n\n\n\n0.035\n\n\n\n\n\n\n\n\n5505013\n碎石(4cm)\nm3\n169.71\n22.654\n\n\n\n21.671\n0.983\n\n\n\n\n\n\n\n5505015\n碎石(8cm)\nm3\n169.71\n99.817\n\n\n\n99.817\n\n\n\n\n\n\n\n\n5505016\n碎石\nm3\n169.71\n80.574\n\n\n57.641\n22.933\n\n\n\n\n\n\n\n\n5509001\n32.5级水泥\nt\n353.98\n62.761\n0.199\n\n4.384\n57.782\n0.396\n\n\n\n\n\n\n\n5511002\n钢筋混凝土电杆(7M)\n根\n264.1\n9\n9\n\n\n\n\n\n\n\n\n\n\n\n5511012\nφ1000mm以内混凝土排水管\nm\n240.71\n36.36\n36.36\n\n\n\n\n\n\n\n\n\n\n\n6001002\n四氟板式橡胶组合支座\ndm3\n95\n47.5\n\n\n\n47.5\n\n\n\n\n\n\n\n\n6001003\n板式橡胶支座\ndm3\n53\n46.25\n\n\n\n46.25\n\n\n\n\n\n\n\n\n6003004\n模数式伸缩装置\nm\n900\n15\n\n\n\n15\n\n\n\n\n\n\n\n\n6007002\n铝合金标志 包括板面、垫板及其他金属附件\nt\n16666.67\n0.028\n\n\n\n\n0.028\n\n\n\n\n\n\n\n6007004\n反光膜\nm2\n157.32\n3.852\n\n\n\n\n3.852\n\n\n\n\n\n\n\n7001009\n120/20聚乙烯绝缘电力电缆\nm\n14.02\n945\n945\n\n\n\n\n\n\n\n\n\n\n\n7801001\n其他材料费\n元\n1\n4519.292\n571.932\n106.889\n117.293\n3719.28\n3.898\n\n\n\n\n\n\n\n7901001\n设备摊销费\n元\n1\n14779.732\n11093.7\n\n0.414\n3685.618\n\n\n\n\n\n\n\n\n8001002\n75kW以内履带式推土机\n台班\n861.55\n1.49\n0.45\n0.99\n\n0.05\n\n\n\n\n\n\n\n\n8001025\n0.6m3以内履带式液压单斗挖\n台班\n819.43\n0.948\n0.948\n\n\n\n\n\n\n\n\n\n\n\n编制：\n\n复核：\n\n表A.0.2-6 人工、主要材料、施工机械台班数量汇总表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n编制范围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n第 4 页 共 6 页 02表\n\n代号\n规格名称\n单位\n单价\n(元)\n总数量\n分项统计\n场外运输损耗\n\n第100章 总则\n第200章 路基\n第300章 路面\n第400章 桥梁、涵洞\n第600章 安全设施及预埋管线\n\n\n\n辅助生产\n%\n数量\n\n\n掘机\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8001027\n1.0m3以内履带式液压单斗挖掘机\n台班\n1161.39\n0.554\n\n\n\n0.554\n\n\n\n\n\n\n\n\n8001035\n1.0m3以内履带式机械单斗挖掘机\n台班\n1024.19\n1.44\n\n\n\n1.44\n\n\n\n\n\n\n\n\n8001045\n1.0m3以内轮胎式装载机\n台班\n564.34\n1.248\n\n0.803\n\n0.445\n\n\n\n\n\n\n\n\n8001058\n120kW以内自行式平地机\n台班\n1156.88\n0.418\n\n\n0.418\n\n\n\n\n\n\n\n\n\n8001066\n75kW以内履带式拖拉机\n台班\n628.83\n0.035\n\n\n0.035\n\n\n\n\n\n\n\n\n\n8001078\n6~8t光轮压路机\n台班\n354.25\n0.134\n0.134\n\n\n\n\n\n\n\n\n\n\n\n8001079\n8~10t光轮压路机\n台班\n387.52\n0.083\n0.083\n\n\n\n\n\n\n\n\n\n\n\n8001080\n10~12t光轮压路机\n台班\n498.04\n0.672\n\n\n0.672\n\n\n\n\n\n\n\n\n\n8001081\n12~15t光轮压路机\n台班\n568.88\n1.423\n0.23\n1.084\n0.055\n0.054\n\n\n\n\n\n\n\n\n8001083\n18~21t光轮压路机\n台班\n724.16\n0.174\n\n\n0.174\n\n\n\n\n\n\n\n\n\n8001085\n0.6t以内手扶式振动碾\n台班\n166.64\n0.21\n0.21\n\n\n\n\n\n\n\n\n\n\n\n8001095\n蛙式夯土机\n台班\n28.49\n40.844\n21.126\n\n\n19.718\n\n\n\n\n\n\n\n\n8003079\n混凝土电动真空吸水机组\n台班\n144.41\n0.482\n\n\n0.482\n\n\n\n\n\n\n\n\n\n8003085\n混凝土电动切缝机\n台班\n212.55\n2.105\n\n\n0.485\n1.62\n\n\n\n\n\n\n\n\n8005002\n250L以内强制式混凝土搅拌机\n台班\n177.31\n6.33\n\n\n1.03\n5.3\n\n\n\n\n\n\n\n\n8005010\n400L以内灰浆搅拌机\n台班\n139.86\n0.834\n\n\n\n0.834\n\n\n\n\n\n\n\n\n8007001\n2t以内载货汽车\n台班\n354.86\n0.45\n\n\n0.373\n0.077\n\n\n\n\n\n\n\n\n8007003\n4t以内载货汽车\n台班\n489.35\n0.083\n\n\n0.083\n\n\n\n\n\n\n\n\n\n8007005\n6t以内载货汽车\n台班\n476.75\n0.122\n\n\n\n\n0.122\n\n\n\n\n\n\n\n8007006\n8t以内载货汽车\n台班\n586.91\n0.516\n\n\n\n0.516\n\n\n\n\n\n\n\n\n8007007\n10t以内载货汽车\n台班\n647.38\n2.1\n\n\n\n2.1\n\n\n\n\n\n\n\n\n8007013\n6t以内自卸汽车\n台班\n557.38\n4.904\n\n2.218\n2.686\n\n\n\n\n\n\n\n\n\n8007043\n10000L以内洒水汽车\n台班\n1083.82\n0.27\n\n\n0.27\n\n\n\n\n\n\n\n\n\n编制：\n\n复核：\n\n表A.0.2-6 人工、主要材料、施工机械台班数量汇总表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n编制范围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n第 5 页 共 6 页 02表\n\n代号\n规格名称\n单位\n单价\n(元)\n总数量\n分项统计\n场外运输损耗\n\n第100章 总则\n第200章 路基\n第300章 路面\n第400章 桥梁、涵洞\n第600章 安全设施及预埋管线\n\n\n\n辅助生产\n%\n数量\n\n8007046\n1t以内机动翻斗车\n台班\n211.94\n2.725\n\n\n\n2.725\n\n\n\n\n\n\n\n\n8009025\n5t以内汽车式起重机\n台班\n658.68\n0.107\n\n\n\n\n0.107\n\n\n\n\n\n\n\n8009026\n8t以内汽车式起重机\n台班\n709.13\n3.192\n0.536\n\n\n2.656\n\n\n\n\n\n\n\n\n8009027\n12t以内汽车式起重机\n台班\n845.68\n1.987\n\n\n\n1.987\n\n\n\n\n\n\n\n\n8009028\n16t以内汽车式起重机\n台班\n1020.12\n2.1\n\n\n\n2.1\n\n\n\n\n\n\n\n\n8009029\n20t以内汽车式起重机\n台班\n1205.19\n0.62\n\n\n\n0.62\n\n\n\n\n\n\n\n\n8009030\n25t以内汽车式起重机\n台班\n1352.32\n4.893\n\n\n\n4.893\n\n\n\n\n\n\n\n\n8009031\n30t以内汽车式起重机\n台班\n1450.2\n4.467\n\n\n\n4.467\n\n\n\n\n\n\n\n\n8009080\n30kN以内单筒慢动电动卷扬机\n台班\n154.9\n2.452\n\n\n\n2.452\n\n\n\n\n\n\n\n\n8009081\n50kN以内单筒慢动电动卷扬机\n台班\n171.72\n39.833\n\n\n\n39.833\n\n\n\n\n\n\n\n\n8011012\n300kN内振动打拔桩锤\n台班\n556.25\n0.46\n\n\n\n0.46\n\n\n\n\n\n\n\n\n8011013\n500kN内振动打拔桩锤\n台班\n652.15\n0.392\n\n\n\n0.392\n\n\n\n\n\n\n\n\n8011014\n600kN内振动打拔桩锤\n台班\n766.57\n0.064\n\n\n\n0.064\n\n\n\n\n\n\n\n\n8011029\nJK8型冲击钻机\n台班\n575.09\n32.044\n\n\n\n32.044\n\n\n\n\n\n\n\n\n8011056\n泥浆分离器\n台班\n435.27\n0.311\n\n\n\n0.311\n\n\n\n\n\n\n\n\n8011057\n泥浆搅拌机\n台班\n127.45\n4.704\n\n\n\n4.704\n\n\n\n\n\n\n\n\n8013024\nφ100mm以内泥浆泵\n台班\n245.81\n0.873\n\n\n\n0.873\n\n\n\n\n\n\n\n\n8015007\n数控立式钢筋弯曲中心\n台班\n859.89\n0.037\n\n\n\n0.037\n\n\n\n\n\n\n\n\n8015028\n32kVA内交流电弧焊机\n台班\n181.17\n53.301\n\n\n\n53.297\n0.004\n\n\n\n\n\n\n\n8015029\n42kVA内交流电弧焊机\n台班\n220.68\n0.767\n\n\n\n0.767\n\n\n\n\n\n\n\n\n8015048\n100kVA以内交流对焊机\n台班\n350.23\n0.537\n\n\n\n0.537\n\n\n\n\n\n\n\n\n8017047\n3m3/min内机动空压机\n台班\n284.3\n14.25\n\n14.25\n\n\n\n\n\n\n\n\n\n\n8019003\n147kW以内内燃拖轮\n台班\n1575.05\n0.16\n\n\n\n0.16\n\n\n\n\n\n\n\n\n8019005\n221kW以内内燃拖轮\n台班\n2147.74\n0.424\n\n\n\n0.424\n\n\n\n\n\n\n\n\n编制：\n\n复核：\n\n表A.0.2-6 人工、主要材料、施工机械台班数量汇总表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n编制范围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n第 6 页 共 6 页 02表\n\n代号\n规格名称\n单位\n单价\n(元)\n总数量\n分项统计\n场外运输损耗\n\n第100章 总则\n第200章 路基\n第300章 路面\n第400章 桥梁、涵洞\n第600章 安全设施及预埋管线\n\n\n\n辅助生产\n%\n数量\n\n8019023\n200t以内工程驳船\n台班\n221.24\n2.612\n\n\n\n2.612\n\n\n\n\n\n\n\n\n8099001\n小型机具使用费\n元\n1\n2061.846\n8.28\n68\n68.297\n1917.269\n\n\n\n\n\n\n\n\n8099001@1\n小型机具使用费\n元\n1\n0.406\n\n\n\n\n0.406\n\n\n\n\n\n\n\n编制：\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n表A.0.2-7 建筑安装工程费计算表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n\n编 制 范 围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n第 1 页 共 3 页\n03表\n\n序号\n分项\n编号\n工程名称\n单位\n工程量\n定额\n直接\n工程费\n(元)\n定额\n设备\n购置费(元)\n直接费(元)\n设备\n购置费\n措施费\n企业\n管理费\n规费\n利润\n(元)\n税金\n(元)\n金额合计\n(元)\n\n合计\n单价\n\n人工费\n材料费\n施工机械使用费\n合计\n费率\n(7.42%)\n税率\n(9%)\n\n1\n2\n3\n4\n5\n6\n7\n8\n9\n10\n11\n12\n13\n14\n15\n16\n17\n18\n19\n\n1\n101-1-a\n按合同条款规定，提供建筑工程一切险\n总额\n1\n\n\n\n\n\n\n\n\n\n\n\n\n2595\n2595\n\n2\n101-1-b\n按合同条款规定，提供第三者责任险\n总额\n1\n\n\n\n\n\n\n\n\n\n\n\n\n1557\n1557\n\n3\n102-1\n竣工文件\n总额\n1\n\n\n\n\n\n\n\n\n\n\n\n\n5000\n5000\n\n4\n102-3\n安全生产费\n总额\n1\n\n\n\n\n\n\n\n\n\n\n\n\n15569\n15569\n\n5\n103-1\n保通便道（修建、拆除与维护）\nkm\n0.05\n26502\n\n3707\n12684\n2400\n18791\n\n222\n370\n1463\n2011\n2058\n24915\n498300\n\n6\n103-3\n临时供电设施架设、维护与拆除\nm\n300\n29529\n\n1486\n28024\n\n29510\n\n378\n1197\n517\n2308\n3052\n36963\n123.21\n\n7\n103-4\n围堰（修建、拆除）\nm\n50\n14997\n\n11777\n500\n\n12277\n\n457\n791\n4098\n1205\n1695\n20523\n410.46\n\n8\n104-1\n承包人驻地建设\n总额\n1\n\n\n\n\n\n\n\n\n\n\n\n\n51898\n51898\n\n9\n202-3-c\n砖、石及其他砌体结构\nm3\n160\n17064\n\n11073\n318\n5808\n17199\n\n469\n655\n3968\n1350\n2128\n25770\n161.06\n\n10\n205-1-a\n挖台阶土方\nm3\n71\n212\n\n220\n\n\n220\n\n6\n7\n77\n17\n29\n356\n5.01\n\n11\n205-1-b\n换填石渣\nm3\n550\n28299\n\n1047\n25777\n1470\n28294\n\n283\n801\n482\n2180\n2884\n34925\n63.5\n\n12\n205-1-c\n土工格栅\nm2\n372\n4425\n\n1016\n2185\n\n3201\n\n57\n125\n353\n342\n367\n4445\n11.95\n\n13\n302-1\n18cm厚水泥稳定层\nm2\n218.4\n6325\n\n233\n11400\n310\n11943\n\n64\n180\n99\n487\n1150\n13923\n63.75\n\n14\n302-2\n水泥混凝土面板20cm厚\nm2\n195\n16873\n\n3739\n13820\n641\n18200\n\n240\n316\n1386\n1293\n1929\n23365\n119.82\n\n15\n303-3\n波形梁钢护栏\nm\n60\n10897\n\n159\n10558\n192\n10909\n\n62\n315\n74\n836\n1097\n13293\n221.55\n\n16\n303-4\n路基填筑（包括填前压实）\nm3\n240\n2366\n\n55\n\n2240\n2295\n\n53\n49\n176\n183\n248\n3005\n12.52\n\n17\n405-1-a\n陆上钻孔灌注桩\nm\n60\n69472\n\n22796\n30115\n18349\n71260\n\n1643\n2512\n10296\n5462\n8206\n99379\n1656.32\n\n18\n405-1-b\n水中钻孔灌注桩\nm\n24\n82230\n\n22420\n49952\n12096\n84468\n\n1405\n2393\n9271\n6383\n9352\n113272\n4719.67\n\n19\n405-1-c\n灌注桩钢筋HRB400钢筋\nt\n5.937\n24094\n\n2745\n20454\n1476\n24675\n\n138\n697\n1167\n1850\n2567\n31094\n5237.33\n\n20\n405-1-d\n灌注桩钢筋HPB300钢筋\nt\n1.215\n4941\n\n562\n4351\n302\n5215\n\n28\n143\n239\n379\n540\n6544\n5386.01\n\n\n编制：\n\n复核：\n\n\n表A.0.2-7 建筑安装工程费计算表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n\n编 制 范 围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n第 2 页 共 3 页\n03表\n\n序号\n分项\n编号\n工程名称\n单位\n工程量\n定额\n直接\n工程费\n(元)\n定额\n设备\n购置费(元)\n直接费(元)\n设备\n购置费\n措施费\n企业\n管理费\n规费\n利润\n(元)\n税金\n(元)\n金额合计\n(元)\n\n合计\n单价\n\n人工费\n材料费\n施工机械使用费\n合计\n费率\n(7.42%)\n税率\n(9%)\n\n1\n2\n3\n4\n5\n6\n7\n8\n9\n10\n11\n12\n13\n14\n15\n16\n17\n18\n19\n\n21\n405-1-e\n灌注桩检测管\nt\n1.25\n6494\n\n605\n5305\n241\n6151\n\n37\n188\n259\n499\n642\n7776\n6220.8\n\n22\n410-2-a\n盖梁混凝土C30\nm3\n35.5\n25081\n\n4806\n17702\n3161\n25669\n\n575\n931\n1849\n1973\n2790\n33787\n951.75\n\n23\n410-2-b\n挡块混凝土C30\nm3\n1.1\n661\n\n150\n431\n100\n681\n\n14\n20\n58\n52\n74\n899\n817.27\n\n24\n410-2-c\n耳背墙混凝土C30\nm3\n16.3\n12098\n\n3176\n6804\n2451\n12431\n\n333\n468\n1243\n957\n1389\n16821\n1031.96\n\n25\n410-2-d\n系梁混凝土C30\nm3\n2.6\n1266\n\n175\n1021\n113\n1309\n\n20\n27\n67\n97\n137\n1657\n637.31\n\n26\n410-2-e\n墩柱混凝土C30\nm3\n2.6\n1562\n\n318\n1131\n160\n1609\n\n32\n49\n119\n122\n174\n2105\n809.62\n\n27\n410-2-f\n盖梁钢筋HRB400钢筋\nt\n3.975\n16866\n\n2888\n13697\n710\n17295\n\n96\n488\n1144\n1295\n1829\n22147\n5571.57\n\n28\n410-2-g\n盖梁钢筋HPB300钢筋\nt\n1.586\n6743\n\n1152\n5680\n284\n7116\n\n39\n195\n456\n518\n749\n9073\n5720.68\n\n29\n410-2-h\n挡块钢筋HRB400钢筋\nt\n0.179\n743\n\n136\n614\n13\n763\n\n4\n22\n49\n57\n81\n976\n5452.51\n\n30\n410-2-i\n挡块钢筋HPB300钢筋\nt\n0.072\n301\n\n55\n259\n5\n319\n\n2\n9\n21\n23\n34\n408\n5666.67\n\n31\n410-2-j\n耳背墙钢筋HRB400钢筋\nt\n1.493\n6077\n\n1035\n5120\n82\n6237\n\n34\n176\n373\n466\n656\n7942\n5319.49\n\n32\n410-2-k\n系梁钢筋HRB400钢筋\nt\n0.248\n1015\n\n136\n850\n54\n1040\n\n6\n30\n53\n78\n109\n1316\n5306.45\n\n33\n410-2-l\n系梁钢筋HPB300钢筋\nt\n0.035\n144\n\n19\n126\n7\n152\n\n1\n4\n7\n11\n16\n191\n5457.14\n\n34\n410-2-m\n墩柱钢筋HRB400钢筋\nt\n0.674\n2806\n\n438\n2321\n118\n2877\n\n16\n81\n176\n215\n303\n3668\n5442.14\n\n35\n410-2-n\n墩柱钢筋HPB300钢筋\nt\n0.16\n668\n\n104\n573\n28\n705\n\n4\n19\n42\n51\n74\n895\n5593.75\n\n36\n410-3-a\n预制预应力T形梁\nm3\n69.8\n99320\n\n33006\n65079\n13489\n111574\n\n2492\n4279\n13240\n7872\n12551\n152008\n2177.77\n\n37\n410-3-b\nT形梁钢筋HRB400钢筋\nt\n12.517\n54829\n\n9369\n43274\n3509\n56152\n\n314\n1587\n3956\n4209\n5960\n72178\n5766.4\n\n38\n410-3-c\nT形梁钢筋HPB300钢筋\nt\n5.365\n23499\n\n4016\n19280\n1504\n24800\n\n135\n680\n1696\n1804\n2620\n31735\n5915.19\n\n39\n410-3-d\n钢管埋设\nt\n0.209\n1393\n\n223\n1113\n62\n1398\n\n8\n40\n86\n107\n148\n1787\n8550.24\n\n40\n410-4-a\n搭板混凝土C30\nm3\n22.6\n11447\n\n3507\n8127\n248\n11882\n\n205\n273\n1260\n885\n1305\n15810\n699.56\n\n41\n410-4-b\n搭板钢筋（HRB400）\nkg\n3284\n13379\n\n2277\n11249\n206\n13732\n\n76\n387\n823\n1027\n1444\n17504\n5.33\n\n42\n410-4-c\n搭板钢筋（HPB300）\nkg\n58.4\n234\n\n40\n204\n3\n247\n\n1\n7\n14\n18\n26\n313\n5.36\n\n43\n410-4-d\n碎石垫层\nm3\n19.4\n1824\n\n36\n3892\n50\n3978\n\n16\n51\n17\n140\n378\n4580\n236.08\n\n\n编制：\n\n复核：\n\n\n表A.0.2-7 建筑安装工程费计算表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n\n编 制 范 围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n第 3 页 共 3 页\n03表\n\n序号\n分项\n编号\n工程名称\n单位\n工程量\n定额\n直接\n工程费\n(元)\n定额\n设备\n购置费(元)\n直接费(元)\n设备\n购置费\n措施费\n企业\n管理费\n规费\n利润\n(元)\n税金\n(元)\n金额合计\n(元)\n\n合计\n单价\n\n人工费\n材料费\n施工机械使用费\n合计\n费率\n(7.42%)\n税率\n(9%)\n\n1\n2\n3\n4\n5\n6\n7\n8\n9\n10\n11\n12\n13\n14\n15\n16\n17\n18\n19\n\n44\n411-1\n护栏混凝土C30\nm3\n26.2\n15660\n\n4614\n11271\n304\n16189\n\n319\n485\n1663\n1222\n1789\n21667\n826.98\n\n45\n411-2\n护栏钢筋（HRB400）\nkg\n2593\n11149\n\n2512\n8915\n28\n11455\n\n64\n323\n875\n856\n1222\n14806\n5.71\n\n46\n411-3\n护栏钢筋（HPB300）\nkg\n206.7\n908\n\n201\n739\n2\n942\n\n5\n26\n70\n70\n100\n1213\n5.87\n\n47\n411-4\n排水管Φ250*6\nm\n64\n4824\n\n1409\n5406\n\n6815\n\n101\n254\n490\n384\n724\n8768\n137\n\n48\n415-5\n铺钢板\nkg\n108\n485\n\n87\n376\n25\n488\n\n3\n14\n35\n37\n52\n629\n5.82\n\n49\n413-1\n现浇片石混凝土挡土墙C25\nm3\n139.8\n54035\n\n17696\n48692\n2737\n69125\n\n980\n2190\n6507\n4245\n7474\n90521\n647.5\n\n50\n413-2\n砂砾垫层\nm3\n21.6\n1313\n\n22\n1638\n24\n1684\n\n12\n37\n8\n101\n166\n2008\n92.96\n\n51\n413-3\nM10浆砌片石\nm3\n55.6\n13820\n\n5324\n11178\n368\n16870\n\n322\n728\n1902\n1103\n1883\n22808\n410.22\n\n52\n413-4\n水泥砂浆抹面2cm厚\nm2\n28\n237\n\n89\n202\n\n291\n\n6\n12\n31\n19\n32\n391\n13.96\n\n53\n413-5\n基础土方开挖\nm3\n415.2\n6023\n\n5034\n\n1131\n6165\n\n212\n318\n1837\n486\n812\n9832\n23.68\n\n54\n413-6\n锥坡填土\nm3\n280\n2795\n\n1600\n\n1205\n2805\n\n84\n85\n600\n220\n342\n4136\n14.77\n\n55\n415-2\n水泥混凝土桥面铺装\nm3\n21.6\n12154\n\n3162\n10292\n597\n14051\n\n217\n300\n1200\n940\n1504\n18212\n843.15\n\n56\n415-3\n铺装带肋钢筋（HRB400）\nkg\n108.7\n471\n\n85\n377\n20\n482\n\n3\n14\n33\n36\n51\n619\n5.69\n\n57\n415-4\n铺装带肋钢筋（HPB300）\nkg\n2069.4\n8934\n\n1617\n7434\n389\n9440\n\n51\n258\n637\n686\n996\n12065\n5.83\n\n58\n415-5\n铺装钢板\nkg\n56.1\n249\n\n45\n193\n13\n251\n\n1\n8\n18\n19\n27\n324\n5.78\n\n59\n411-5\n泄水管\n套\n8\n407\n\n18\n390\n\n408\n\n6\n21\n6\n32\n43\n516\n64.5\n\n60\n416-1\n板式橡胶支座\n个\n20\n14535\n\n1983\n14292\n225\n16500\n\n83\n420\n728\n1115\n1696\n20542\n1027.1\n\n61\n417-2\n模数式伸缩装置\nm\n15\n41921\n\n2355\n16217\n1189\n19761\n\n683\n2138\n964\n3320\n2419\n29285\n1952.33\n\n62\n604-1\n单柱式铝合金标志牌\n个\n4\n3656\n\n283\n3339\n129\n3751\n\n25\n112\n112\n281\n385\n4666\n1166.5\n\n合计\n\n\n\n\n820252\n\n198838\n564941\n80268\n844047\n\n13142\n28305\n78390\n63934\n92508\n1196975\n\n\n\n\n编制：\n\n\n\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n表A.0.2-14 人工、材料、施工机械台班单价汇总表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n编制范围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n第 1 页 共 3 页 09表\n\n序号\n名称\n单位\n代号\n预算单价\n(元)\n备注\n\n序号\n名称\n单位\n代号\n预算单价\n(元)\n备注\n\n1\n人工\n工日\n1001001\n110.07\n\n\n28\n钢护筒\nt\n2003022\n4273.5\n\n\n2\n机械工\n工日\n1051001\n110.07\n\n\n29\n钢模板(各类定型大块钢模板)\nt\n2003025\n5384.62\n\n\n3\n普C50-42.5-2(商)\nm3\n1511018\n479.15\n\n\n30\n组合钢模板\nt\n2003026\n4700.85\n\n\n4\n普C30-32.5-4(商)\nm3\n1511034\n342.42\n\n\n31\n安全爬梯\nt\n2003028\n8076.92\n\n\n5\n普C30-42.5-4(商)\nm3\n1511035\n342.42\n\n\n32\n钢钎(φ=22~25,32)\nkg\n2009002\n6.32\n\n\n6\n普C40-42.5-4(商)\nm3\n1511039\n432.11\n\n\n33\n电焊条(结422(502、506、507)3.24.05.0)\nkg\n2009011\n5.73\n\n\n7\n水C30-32.5-4(商)\nm3\n1511102\n344.79\n\n\n34\n螺栓(混合规格)\nkg\n2009013\n7.35\n\n\n8\n防C40-42.5-4(商)\nm3\n1511113\n439.49\n\n\n35\n铁件\nkg\n2009028\n4.53\n\n\n9\nHPB300钢筋\nt\n2001001\n3463.36\n\n\n36\n镀锌铁件\nkg\n2009029\n5.73\n\n\n10\n钢板\nt\n2001001\n3330.15\n\n\n37\n铁钉(混合规格)\nkg\n2009030\n4.7\n\n\n11\nHRB400钢筋\nt\n2001002\n3330.15\n\n\n38\n铸铁管\nkg\n2009033\n3.42\n\n\n12\nHPB300钢筋\nt\n2001002\n3463.36\n\n\n39\nU型锚钉\nkg\n2009034\n4.27\n\n\n13\n钢板\nt\n2001002\n3330.15\n\n\n40\n石油沥青\nt\n3001001\n3550\n\n\n14\nHRB400钢筋\nt\n2001002\n3330.15\n\n\n41\n重油\nkg\n3003001\n3.59\n\n\n15\nHRB400钢筋\nt\n2001002\n3330.15\n\n\n42\n汽油(92号)\nkg\n3003002\n8.7\n\n\n16\nHPB300钢筋\nt\n2001002\n3463.36\n\n\n43\n柴油(0号,-10号,-20号)\nkg\n3003003\n6.89\n\n\n17\n钢丝绳(股丝6-7*19绳径7.1~9,股丝6*37绳径14.1~15.5mm)\nt\n2001019\n5970.09\n\n\n44\n煤\nt\n3005001\n561.95\n\n\n18\n钢纤维(扁丝切断型、钢丝切断型、高强铣销型、剪切波纹型、剪切压痕型)\nt\n2001020\n5128.21\n\n\n45\n电\nkw.h\n3005002\n0.77\n\n\n19\n8~12号铁丝(镀锌铁丝)\nkg\n2001021\n4.36\n\n\n46\n水\nm3\n3005004\n3.16\n\n\n20\n20~22号铁丝(镀锌铁丝)\nkg\n2001022\n4.79\n\n\n47\n原木(混合规格)\nm3\n4003001\n1283.19\n\n\n21\n型钢(工字钢,角钢)\nt\n2003004\n3285.04\n\n\n48\n锯材(中板δ=19~35,中方混合规格)\nm3\n4003002\n1504.42\n\n\n22\n钢板(Q235,δ=5~40mm)\nt\n2003005\n3148.14\n\n\n49\nPVC塑料管(φ50mm)\nm\n5001013\n6.41\n\n\n23\n钢管(无缝钢管)\nt\n2003008\n3911.33\n\n\n50\nPVC塑料管(φ250mm)\nm\n5001015\n60\n\n\n24\n钢管立柱\nt\n2003015\n5128.21\n\n\n51\n塑料编织袋(袋装砂井用)\n个\n5001052\n0.2\n\n\n25\n型钢立柱(镀锌(包括斜撑))\nt\n2003016\n4700.85\n\n\n52\n土工格栅(宽6m,聚乙烯单向、双向拉伸、聚炳烯双向、玻璃纤维)\nm2\n5007003\n5.2\n\n\n26\n波形钢板(镀锌(包括端头板、撑架))\nt\n2003017\n5299.15\n\n\n53\n黏土(堆方)\nm3\n5501003\n11.65\n\n\n27\n钢管桩(直径219~2440mm,壁厚5~20mm)\nt\n2003021\n4700.85\n\n\n54\n中(粗)砂(混凝土、砂浆用堆方)\nm3\n5503005\n135.92\n\n\n编制：\n\n复核：\n\n表A.0.2-14 人工、材料、施工机械台班单价汇总表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n编制范围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n第 2 页 共 3 页 09表\n\n序号\n名称\n单位\n代号\n预算单价\n(元)\n备注\n\n序号\n名称\n单位\n代号\n预算单价\n(元)\n备注\n\n55\n砂砾(堆方)\nm3\n5503007\n60.19\n\n\n82\n6~8t光轮压路机(2Y-6/8)\n台班\n8001078\n354.25\n\n\n56\n天然级配(堆方)\nm3\n5503009\n60.19\n\n\n83\n8~10t光轮压路机(2Y-8/10)\n台班\n8001079\n387.52\n\n\n57\n石渣(堆方)\nm3\n5503012\n38.83\n\n\n84\n10~12t光轮压路机(3Y-10/12)\n台班\n8001080\n498.04\n\n\n58\n片石(码方)\nm3\n5505005\n85.5\n\n\n85\n12~15t光轮压路机(3Y-12/15)\n台班\n8001081\n568.88\n\n\n59\n碎石(2cm)(最大粒径2cm堆方)\nm3\n5505012\n169.71\n\n\n86\n18~21t光轮压路机(3Y-18/21)\n台班\n8001083\n724.16\n\n\n60\n碎石(4cm)(最大粒径4cm堆方)\nm3\n5505013\n169.71\n\n\n87\n0.6t以内手扶式振动碾(YZS06B)\n台班\n8001085\n166.64\n\n\n61\n碎石(8cm)(最大粒径8cm堆方)\nm3\n5505015\n169.71\n\n\n88\n蛙式夯土机(200~620N·m HW-280)\n台班\n8001095\n28.49\n\n\n62\n碎石(未筛分碎石统料堆方)\nm3\n5505016\n169.71\n\n\n89\n混凝土电动真空吸水机组(含吸垫5m*5m)\n台班\n8003079\n144.41\n\n\n63\n32.5级水泥\nt\n5509001\n353.98\n\n\n90\n混凝土电动切缝机(SLF((含锯片摊销费用)))\n台班\n8003085\n212.55\n\n\n64\n钢筋混凝土电杆(7M)\n根\n5511002\n264.1\n\n\n91\n250L以内强制式混凝土搅拌机(JD250)\n台班\n8005002\n177.31\n\n\n65\nφ1000mm以内混凝土排水管\nm\n5511012\n240.71\n\n\n92\n400L以内灰浆搅拌机(UJ325)\n台班\n8005010\n139.86\n\n\n66\n四氟板式橡胶组合支座(GJZF4系列、GYZF4系列)\ndm3\n6001002\n95\n\n\n93\n2t以内载货汽车\n台班\n8007001\n354.86\n\n\n67\n板式橡胶支座(GJZ系列、GYZ系列)\ndm3\n6001003\n53\n\n\n94\n4t以内载货汽车(CA10B)\n台班\n8007003\n489.35\n\n\n68\n模数式伸缩装置(240型)\nm\n6003004\n900\n\n\n95\n6t以内载货汽车(CA141K,CA1091K)\n台班\n8007005\n476.75\n\n\n69\n铝合金标志 包括板面、垫板及其他金属附件\nt\n6007002\n16666.67\n\n\n96\n8t以内载货汽车(JN150)\n台班\n8007006\n586.91\n\n\n70\n反光膜\nm2\n6007004\n157.32\n\n\n97\n10t以内载货汽车(JN161,JN162)\n台班\n8007007\n647.38\n\n\n71\n120/20聚乙烯绝缘电力电缆(规格120/20)\nm\n7001009\n14.02\n\n\n98\n6t以内自卸汽车(CA/CQ340X)\n台班\n8007013\n557.38\n\n\n72\n其他材料费\n元\n7801001\n1\n\n\n99\n10000L以内洒水汽车(YGJ5170GSSJN)\n台班\n8007043\n1083.82\n\n\n73\n设备摊销费\n元\n7901001\n1\n\n\n100\n1t以内机动翻斗车(F10A)\n台班\n8007046\n211.94\n\n\n74\n小型机具使用费\n元\n8099001\n1\n\n\n101\n5t以内汽车式起重机(QY5)\n台班\n8009025\n658.68\n\n\n75\n75kW以内履带式推土机(TY100)\n台班\n8001002\n861.55\n\n\n102\n8t以内汽车式起重机(QY8)\n台班\n8009026\n709.13\n\n\n76\n0.6m3以内履带式液压单斗挖掘机(WY60液压)\n台班\n8001025\n819.43\n\n\n103\n12t以内汽车式起重机(QY12)\n台班\n8009027\n845.68\n\n\n77\n1.0m3以内履带式液压单斗挖掘机(WY100液压)\n台班\n8001027\n1161.39\n\n\n104\n16t以内汽车式起重机(QY16)\n台班\n8009028\n1020.12\n\n\n78\n1.0m3以内履带式机械单斗挖掘机(WK100)\n台班\n8001035\n1024.19\n\n\n105\n20t以内汽车式起重机(QY20)\n台班\n8009029\n1205.19\n\n\n79\n1.0m3以内轮胎式装载机(ZL20)\n台班\n8001045\n564.34\n\n\n106\n25t以内汽车式起重机(QY25)\n台班\n8009030\n1352.32\n\n\n80\n120kW以内自行式平地机(F155)\n台班\n8001058\n1156.88\n\n\n107\n30t以内汽车式起重机(QY30)\n台班\n8009031\n1450.2\n\n\n81\n75kW以内履带式拖拉机\n台班\n8001066\n628.83\n\n\n108\n30kN以内单筒慢动电动卷扬机(JJM-3)\n台班\n8009080\n154.9\n\n\n编制：\n\n复核：\n\n表A.0.2-14 人工、材料、施工机械台班单价汇总表\n\n建设项目名称：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n编制范围：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n第 3 页 共 3 页 09表\n\n序号\n名称\n单位\n代号\n预算单价\n(元)\n备注\n\n序号\n名称\n单位\n代号\n预算单价\n(元)\n备注\n\n109\n50kN以内单筒慢动电动卷扬机(JJM-5)\n台班\n8009081\n171.72\n\n\n\n\n\n\n\n\n\n110\n300kN内振动打拔桩锤(DZ30)\n台班\n8011012\n556.25\n\n\n\n\n\n\n\n\n\n111\n500kN内振动打拔桩锤(DZ45)\n台班\n8011013\n652.15\n\n\n\n\n\n\n\n\n\n112\n600kN内振动打拔桩锤(DZ60)\n台班\n8011014\n766.57\n\n\n\n\n\n\n\n\n\n113\nJK8型冲击钻机(电动 55kW)\n台班\n8011029\n575.09\n\n\n\n\n\n\n\n\n\n114\n泥浆分离器(ZX-200)\n台班\n8011056\n435.27\n\n\n\n\n\n\n\n\n\n115\n泥浆搅拌机(容量100~150L)\n台班\n8011057\n127.45\n\n\n\n\n\n\n\n\n\n116\nφ100mm以内泥浆泵(4PN)\n台班\n8013024\n245.81\n\n\n\n\n\n\n\n\n\n117\n数控立式钢筋弯曲中心\n台班\n8015007\n859.89\n\n\n\n\n\n\n\n\n\n118\n32kVA内交流电弧焊机(BX1-330)\n台班\n8015028\n181.17\n\n\n\n\n\n\n\n\n\n119\n42kVA内交流电弧焊机(BX2-500)\n台班\n8015029\n220.68\n\n\n\n\n\n\n\n\n\n120\n100kVA以内交流对焊机(UN1-100)\n台班\n8015048\n350.23\n\n\n\n\n\n\n\n\n\n121\n3m3/min内机动空压机(CV-3/8-1)\n台班\n8017047\n284.3\n\n\n\n\n\n\n\n\n\n122\n147kW以内内燃拖轮\n台班\n8019003\n1575.05\n\n\n\n\n\n\n\n\n\n123\n221kW以内内燃拖轮\n台班\n8019005\n2147.74\n\n\n\n\n\n\n\n\n\n124\n200t以内工程驳船\n台班\n8019023\n221.24\n\n\n\n\n\n\n\n\n\n125\n小型机具使用费\n元\n8099001\n1\n\n\n\n\n\n\n\n\n\n编制：\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n招标控制价汇总表\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n标表1\n\n序号\n章次\n科目名称\n金额（元）\n\n1\n100\n总则\n159020\n\n2\n200\n路基\n65496\n\n3\n300\n路面\n53586\n\n4\n400\n桥梁、涵洞\n914207\n\n5\n600\n安全设施及预埋管线\n4666\n\n6\n第100章至第700章合计\n1196975\n\n7\n已包含在清单合计中的材料、工程设备、专业工程暂估价合计\n\n\n8\n清单合计减去材料、工程设备、专业工程暂估价合计\n1196975\n\n9\n计日工合计\n\n\n10\n暂列金额（不含计日工总额）\n\n\n11\n独立费用\n36000\n\n12\n投标报价\n1232975\n\n\n\n清单 第 1 页 共 1 页\n\n\n\n\n工程量清单表\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n标表2\n\n清单 第100章 总则\n\n子目号\n子目名称\n单位\n数量\n单价\n合价\n\n101\n通则\n\n\n4152\n4152\n\n101-1\n保险费\n\n\n4152\n4152\n\n-a\n按合同条款规定，提供建筑工程一切险\n总额\n1\n2595\n2595\n\n-b\n按合同条款规定，提供第三者责任险\n总额\n1\n1557\n1557\n\n102\n工程管理\n\n\n20569\n20569\n\n102-1\n竣工文件\n总额\n1\n5000\n5000\n\n102-3\n安全生产费\n总额\n1\n15569\n15569\n\n103\n临时工程与设施\n\n\n82401\n82401\n\n103-1\n保通便道（修建、拆除与维护）\nkm\n0.05\n498300\n24915\n\n103-3\n临时供电设施架设、维护与拆除\nm\n300\n123.21\n36963\n\n103-4\n围堰（修建、拆除）\nm\n50\n410.46\n20523\n\n104\n承包人驻地建设\n\n\n51898\n51898\n\n104-1\n承包人驻地建设\n总额\n1\n51898\n51898\n\n清单 第100章 合计 人民币159020元\n\n\n\n\n\n\n\n\n\n\n清单 第 1 页 共 6 页\n\n\n\n工程量清单表\n\n\n\n\n\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n标表2\n\n\n\n清单 第200章 路基\n\n\n\n\n\n\n子目号\n子目名称\n单位\n数量\n单价\n合价\n\n202\n场地清理\n\n\n25770\n25770\n\n202-3\n拆除结构物\n\n\n25770\n25770\n\n-c\n砖、石及其他砌体结构\nm3\n160\n161.06\n25770\n\n205\n特殊地区路基处理\n\n\n39726\n39726\n\n205-1\n桥头路基处理\n\n\n39726\n39726\n\n-a\n挖台阶土方\nm3\n71\n5.01\n356\n\n-b\n换填石渣\nm3\n550\n63.5\n34925\n\n-c\n土工格栅\nm2\n372\n11.95\n4445\n\n清单 第200章 合计 人民币65496元\n\n\n\n\n\n\n\n\n\n\n清单 第 2 页 共 6 页\n\n\n\n工程量清单表\n\n\n\n\n\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n标表2\n\n\n\n清单 第300章 路面\n\n\n\n\n\n\n子目号\n子目名称\n单位\n数量\n单价\n合价\n\n302\n接线工程\n\n\n53586\n53586\n\n302-1\n18cm厚水泥稳定层\nm2\n218.4\n63.75\n13923\n\n302-2\n水泥混凝土面板20cm厚\nm2\n195\n119.82\n23365\n\n303-3\n波形梁钢护栏\nm\n60\n221.55\n13293\n\n303-4\n路基填筑（包括填前压实）\nm3\n240\n12.52\n3005\n\n清单 第300章 合计 人民币53586元\n\n\n\n\n\n\n\n\n\n\n清单 第 3 页 共 6 页\n\n\n\n工程量清单表\n\n\n\n\n\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n标表2\n\n\n\n清单 第400章 桥梁、涵洞\n\n\n\n\n\n\n子目号\n子目名称\n单位\n数量\n单价\n合价\n\n405\n钻孔灌注桩\n\n\n258065\n258065\n\n405-1\n钻孔灌注桩\nm3\n79.8\n3233.9\n258065\n\n-a\n陆上钻孔灌注桩\n\nm\n60\n\n1656.32\n99379\n\n-b\n水中钻孔灌注桩\nm\n24\n4719.67\n113272\n\n-c\n灌注桩钢筋HRB400钢筋\nt\n5.937\n5237.33\n31094\n\n-d\n灌注桩钢筋HPB300钢筋\nt\n1.215\n5386.01\n6544\n\n-e\n灌注桩检测管\nt\n1.25\n6220.8\n7776\n\n410\n结构混凝土\n\n\n397800\n397800\n\n410-2\n混凝土下部结构\n\n\n101885\n101885\n\n-a\n盖梁混凝土C30\nm3\n35.5\n951.75\n33787\n\n-b\n挡块混凝土C30\nm3\n1.1\n817.27\n899\n\n-c\n耳背墙混凝土C30\nm3\n16.3\n1031.96\n16821\n\n-d\n系梁混凝土C30\nm3\n2.6\n637.31\n1657\n\n-e\n墩柱混凝土C30\nm3\n2.6\n809.62\n2105\n\n-f\n盖梁钢筋HRB400钢筋\nt\n3.975\n5571.57\n22147\n\n-g\n盖梁钢筋HPB300钢筋\nt\n1.586\n5720.68\n9073\n\n-h\n挡块钢筋HRB400钢筋\nt\n0.179\n5452.51\n976\n\n-i\n挡块钢筋HPB300钢筋\nt\n0.072\n5666.67\n408\n\n-j\n耳背墙钢筋HRB400钢筋\nt\n1.493\n5319.49\n7942\n\n-k\n系梁钢筋HRB400钢筋\nt\n0.248\n5306.45\n1316\n\n-l\n系梁钢筋HPB300钢筋\nt\n0.035\n5457.14\n191\n\n-m\n墩柱钢筋HRB400钢筋\nt\n0.674\n5442.14\n3668\n\n-n\n墩柱钢筋HPB300钢筋\nt\n0.16\n5593.75\n895\n\n410-3\n现浇混凝土上部结构\nm3\n\n257708\n257708\n\n-a\n预制预应力T形梁\nm3\n69.8\n2177.77\n152008\n\n-b\nT形梁钢筋HRB400钢筋\nt\n12.517\n5766.4\n72178\n\n-c\nT形梁钢筋HPB300钢筋\nt\n5.365\n5915.19\n31735\n\n-d\n钢管埋设\nt\n0.209\n8550.24\n1787\n\n410-4\n搭板\n\n\n38207\n38207\n\n-a\n搭板混凝土C30\nm3\n22.6\n699.56\n15810\n\n-b\n搭板钢筋（HRB400）\nkg\n3284\n5.33\n17504\n\n-c\n搭板钢筋（HPB300）\nkg\n58.4\n5.36\n313\n\n-d\n碎石垫层\nm3\n19.4\n236.08\n4580\n\n411\n护栏工程\n\n\n47083\n47083\n\n411-1\n护栏混凝土C30\nm3\n26.2\n826.98\n21667\n\n411-2\n护栏钢筋（HRB400）\nkg\n2593\n5.71\n14806\n\n411-3\n护栏钢筋（HPB300）\nkg\n206.7\n5.87\n1213\n\n411-4\n排水管Φ250*6\nm\n64\n137\n8768\n\n415-5\n铺钢板\nkg\n108\n5.82\n629\n\n413\n锥坡防护\n\n\n129696\n129696\n\n413-1\n现浇片石混凝土挡土墙C25\nm3\n139.8\n647.5\n90521\n\n413-2\n砂砾垫层\nm3\n21.6\n92.96\n2008\n\n413-3\nM10浆砌片石\nm3\n55.6\n410.22\n22808\n\n413-4\n水泥砂浆抹面2cm厚\nm2\n28\n13.96\n391\n\n413-5\n基础土方开挖\nm3\n415.2\n23.68\n9832\n\n413-6\n锥坡填土\nm3\n280\n14.77\n4136\n\n\n\n\n\n清单 第 4 页 共 6 页\n\n\n\n工程量清单表\n\n\n\n\n\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n标表2\n\n\n\n清单 第400章 桥梁、涵洞\n\n子目号\n子目名称\n\n单位\n数量\n\n单价\n合价\n\n415\n桥面铺装\n31736\n31736\n\n415-2\n水泥混凝土桥面铺装\n\nm3\n21.6\n\n843.15\n18212\n\n415-3\n铺装带肋钢筋（HRB400）\nkg\n108.7\n5.69\n619\n\n415-4\n铺装带肋钢筋（HPB300）\nkg\n2069.4\n5.83\n12065\n\n415-5\n铺装钢板\nkg\n56.1\n5.78\n324\n\n411-5\n泄水管\n套\n8\n64.5\n516\n\n416\n桥梁支座\n\n\n20542\n20542\n\n416-1\n板式橡胶支座\n个\n20\n1027.1\n20542\n\n417\n桥梁接缝和伸缩装置\n\n\n29285\n29285\n\n417-2\n模数式伸缩装置\nm\n15\n1952.33\n29285\n\n清单 第400章 合计 人民币914207元\n\n\n\n\n\n\n\n\n\n\n清单 第 5 页 共 6 页\n\n\n\n工程量清单表\n\n\n\n\n\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n\n\n标表2\n\n\n\n清单 第600章 安全设施及预埋管线\n\n\n\n\n\n\n子目号\n子目名称\n单位\n数量\n单价\n合价\n\n604\n道路交通标志\n\n\n4666\n4666\n\n604-1\n单柱式铝合金标志牌\n个\n4\n1166.5\n4666\n\n清单 第600章 合计 人民币4666元\n\n\n\n\n\n\n\n\n\n\n清单 第 6 页 共 6 页\n\n\n\n\n\n工程量清单单价分析表\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n货币单位：元\n\n序号\n编码\n子目名称\n人工费\n材料费\n机械\n使用费\n其他\n管理费\n税费\n利润\n综合\n单价\n\n工日\n单价\n金额\n主材\n辅材费\n金额\n\n主材耗量\n单位\n单价\n主材费\n\n1\n101-1-a\n按合同条款规定，提供建筑工程一切险\n\n\n\n\n总额\n\n\n\n\n\n2595\n\n\n\n2595\n\n2\n101-1-b\n按合同条款规定，提供第三者责任险\n\n\n\n\n总额\n\n\n\n\n\n1557\n\n\n\n1557\n\n3\n102-1\n竣工文件\n\n\n\n\n总额\n\n\n\n\n\n5000\n\n\n\n5000\n\n4\n102-3\n安全生产费\n\n\n\n\n总额\n\n\n\n\n\n15569\n\n\n\n15569\n\n5\n103-1\n保通便道（修建、拆除与维护）\n\n\n74140\n\nkm\n\n253653.15\n\n253653.15\n48000\n4440\n36660\n41160\n40220\n498300\n\n【1】\n1001001\n人工\n673.88\n110.07\n74173.97\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n3005004\n水\n\n\n\n140.8\nm3\n3.16\n444.93\n\n444.93\n\n\n\n\n\n\n\n【3】\n5503005\n中(粗)砂混凝土、砂浆用堆方\n\n\n\n13.76\nm3\n135.92\n1870.26\n\n1870.26\n\n\n\n\n\n\n\n【4】\n5503009\n天然级配堆方\n\n\n\n1211.4\nm3\n60.19\n72914.17\n\n72914.17\n\n\n\n\n\n\n\n【5】\n5509001\n32.5级水泥\n\n\n\n3.98\nt\n353.98\n1408.84\n\n1408.84\n\n\n\n\n\n\n\n【6】\n5511012\nφ1000mm以内混凝土排水管\n\n\n\n727.2\nm\n240.71\n175044.31\n\n175044.31\n\n\n\n\n\n\n\n【7】\n7801001\n其他材料费\n\n\n\n1970.64\n元\n1\n1970.64\n\n1970.64\n\n\n\n\n\n\n\n6\n103-3\n临时供电设施架设、维护与拆除\n\n\n4.95\n\nm\n\n93.4\n\n93.4\n\n1.28\n5.71\n10.17\n7.69\n123.21\n\n【1】\n1001001\n人工\n0.045\n110.07\n4.95\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n2001021\n8~12号铁丝镀锌铁丝\n\n\n\n0.042\nkg\n4.36\n0.18\n\n0.18\n\n\n\n\n\n\n\n【3】\n2003004\n型钢工字钢,角钢\n\n\n\n\nt\n3285.04\n0.49\n\n0.49\n\n\n\n\n\n\n\n【4】\n2003005\n钢板Q235,δ=5~40mm\n\n\n\n0.001\nt\n3148.14\n1.57\n\n1.57\n\n\n\n\n\n\n\n【5】\n2009028\n铁件\n\n\n\n0.115\nkg\n4.53\n0.52\n\n0.52\n\n\n\n\n\n\n\n【6】\n5511002\n钢筋混凝土电杆(7M)\n\n\n\n0.03\n根\n264.1\n7.92\n\n7.92\n\n\n\n\n\n\n\n【7】\n7001009\n120/20聚乙烯绝缘电力电缆规格120/20\n\n\n\n3.15\nm\n14.02\n44.16\n\n44.16\n\n\n\n\n\n\n\n【8】\n7801001\n其他材料费\n\n\n\n1.578\n元\n1\n1.58\n\n1.58\n\n\n\n\n\n\n\n【9】\n7901001\n设备摊销费\n\n\n\n36.979\n元\n1\n36.98\n\n36.98\n\n\n\n\n\n\n\n7\n103-4\n围堰（修建、拆除）\n\n\n235.54\n\nm\n\n10\n\n10\n\n9.14\n97.78\n33.9\n24.1\n410.46\n\n【1】\n1001001\n人工\n2.14\n110.07\n235.55\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n5001052\n塑料编织袋袋装砂井用\n\n\n\n50\n个\n0.2\n10\n\n10\n\n\n\n\n\n\n\n\n\n第 1 页 共 17 页\n\n工程量清单单价分析表\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n货币单位：元\n\n序号\n编码\n子目名称\n人工费\n材料费\n机械\n使用费\n其他\n管理费\n税费\n利润\n综合\n单价\n\n工日\n单价\n金额\n主材\n辅材费\n金额\n\n主材耗量\n单位\n单价\n主材费\n\n8\n104-1\n承包人驻地建设\n\n\n\n\n总额\n\n\n\n\n\n51898\n\n\n\n51898\n\n9\n202-3-c\n砖、石及其他砌体结构\n\n\n69.21\n\nm3\n\n1.98\n\n1.98\n36.3\n2.93\n28.89\n13.3\n8.44\n161.06\n\n【1】\n1001001\n人工\n0.629\n110.07\n69.21\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n2009002\n钢钎φ=22~25,32\n\n\n\n0.225\nkg\n6.32\n1.42\n\n1.42\n\n\n\n\n\n\n\n【3】\n7801001\n其他材料费\n\n\n\n0.563\n元\n1\n0.56\n\n0.56\n\n\n\n\n\n\n\n10\n205-1-a\n挖台阶土方\n\n\n3.1\n\nm3\n\n\n\n\n\n0.08\n1.18\n0.41\n0.24\n5.01\n\n【1】\n1001001\n人工\n0.028\n110.07\n3.09\n\n\n\n\n\n\n\n\n\n\n\n\n\n11\n205-1-b\n换填石渣\n\n\n1.9\n\nm3\n\n46.87\n\n46.87\n2.67\n0.53\n2.33\n5.24\n3.96\n63.5\n\n【1】\n1001001\n人工\n0.017\n110.07\n1.9\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n5503012\n石渣堆方\n\n\n\n1.207\nm3\n38.83\n46.87\n\n46.87\n\n\n\n\n\n\n\n12\n205-1-c\n土工格栅\n\n\n2.73\n\nm2\n\n5.88\n\n5.88\n\n0.16\n1.28\n0.99\n0.92\n11.95\n\n【1】\n1001001\n人工\n0.025\n110.07\n2.73\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n2009034\nU型锚钉\n\n\n\n0.032\nkg\n4.27\n0.14\n\n0.14\n\n\n\n\n\n\n\n【3】\n5007003\n土工格栅宽6m,聚乙烯单向、双向拉伸、聚炳烯双向、玻璃纤维\n\n\n\n1.095\nm2\n5.2\n5.69\n\n5.69\n\n\n\n\n\n\n\n【4】\n7801001\n其他材料费\n\n\n\n0.045\n元\n1\n0.05\n\n0.05\n\n\n\n\n\n\n\n13\n302-1\n18cm厚水泥稳定层\n\n\n1.07\n\nm2\n\n52.2\n\n52.2\n1.42\n0.28\n1.28\n5.27\n2.23\n63.75\n\n【1】\n1001001\n人工\n0.01\n110.07\n1.07\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n5505016\n碎石未筛分碎石统料堆方\n\n\n\n0.264\nm3\n169.71\n44.79\n\n44.79\n\n\n\n\n\n\n\n【3】\n5509001\n32.5级水泥\n\n\n\n0.02\nt\n353.98\n7.11\n\n7.11\n\n\n\n\n\n\n\n【4】\n7801001\n其他材料费\n\n\n\n0.3\n元\n1\n0.3\n\n0.3\n\n\n\n\n\n\n\n【5】\n7901001\n设备摊销费\n\n\n\n0.002\n元\n1\n\n\n\n\n\n\n\n\n\n\n14\n302-2\n水泥混凝土面板20cm厚\n\n\n19.17\n\nm2\n\n70.89\n\n70.89\n3.29\n1.24\n8.73\n9.89\n6.63\n119.82\n\n【1】\n1001001\n人工\n0.174\n110.07\n19.17\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n1511034\n普C30-32.5-4(商)\n\n\n\n0.204\nm3\n342.42\n69.85\n\n69.85\n\n\n\n\n\n\n\n【3】\n2001001\nHPB300钢筋\n\n\n\n\nt\n3463.36\n0.02\n\n0.02\n\n\n\n\n\n\n\n【4】\n2003004\n型钢工字钢,角钢\n\n\n\n\nt\n3285.04\n0.19\n\n0.19\n\n\n\n\n\n\n\n【5】\n3001001\n石油沥青\n\n\n\n\nt\n3550\n0.35\n\n0.35\n\n\n\n\n\n\n\n【6】\n3005001\n煤\n\n\n\n\nt\n561.95\n0.01\n\n0.01\n\n\n\n\n\n\n\n\n\n第 2 页 共 17 页\n\n工程量清单单价分析表\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n货币单位：元\n\n序号\n编码\n子目名称\n人工费\n材料费\n机械\n使用费\n其他\n管理费\n税费\n利润\n综合\n单价\n\n工日\n单价\n金额\n主材\n辅材费\n金额\n\n主材耗量\n单位\n单价\n主材费\n\n【7】\n3005004\n水\n\n\n\n0.029\nm3\n3.16\n0.09\n\n0.09\n\n\n\n\n\n\n\n【8】\n4003002\n锯材中板δ=19~35,中方混合规格\n\n\n\n\nm3\n1504.42\n0.11\n\n0.11\n\n\n\n\n\n\n\n【9】\n5503005\n中(粗)砂混凝土、砂浆用堆方\n\n\n\n\nm3\n135.92\n\n\n\n\n\n\n\n\n\n\n【10】\n5505013\n碎石(4cm)最大粒径4cm堆方\n\n\n\n\nm3\n169.71\n\n\n\n\n\n\n\n\n\n\n【11】\n5509001\n32.5级水泥\n\n\n\n\nt\n353.98\n\n\n\n\n\n\n\n\n\n\n【12】\n7801001\n其他材料费\n\n\n\n0.265\n元\n1\n0.27\n\n0.27\n\n\n\n\n\n\n\n15\n303-3\n波形梁钢护栏\n\n\n2.65\n\nm\n\n175.95\n\n175.95\n3.2\n1.04\n6.48\n18.28\n13.93\n221.55\n\n【1】\n1001001\n人工\n0.024\n110.07\n2.64\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n2001019\n钢丝绳股丝6-7*19绳径7.1~9,股丝6*37绳径14.1~15.5mm\n\n\n\n\nt\n5970.09\n1.09\n\n1.09\n\n\n\n\n\n\n\n【3】\n2003016\n型钢立柱镀锌(包括斜撑)\n\n\n\n0.009\nt\n4700.85\n42.7\n\n42.7\n\n\n\n\n\n\n\n【4】\n2003017\n波形钢板镀锌(包括端头板、撑架)\n\n\n\n0.023\nt\n5299.15\n123.12\n\n123.12\n\n\n\n\n\n\n\n【5】\n2009013\n螺栓混合规格\n\n\n\n1.231\nkg\n7.35\n9.04\n\n9.04\n\n\n\n\n\n\n\n16\n303-4\n路基填筑（包括填前压实）\n\n\n0.23\n\nm3\n\n\n\n\n9.33\n0.23\n0.94\n1.03\n0.76\n12.52\n\n【1】\n1001001\n人工\n0.002\n110.07\n0.23\n\n\n\n\n\n\n\n\n\n\n\n\n\n17\n405-1-a\n陆上钻孔灌注桩\n\n\n379.93\n\nm\n\n501.94\n\n501.94\n305.82\n27.38\n213.47\n136.77\n91.03\n1656.32\n\n【1】\n1001001\n人工\n3.452\n110.07\n379.93\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n1511102\n水C30-32.5-4(商)\n\n\n\n1.207\nm3\n344.79\n415.99\n\n415.99\n\n\n\n\n\n\n\n【3】\n2003022\n钢护筒\n\n\n\n0.007\nt\n4273.5\n28.49\n\n28.49\n\n\n\n\n\n\n\n【4】\n2009011\n电焊条结422(502、506、507)3.24.05\n\n\n\n0.09\nkg\n5.73\n0.51\n\n0.51\n\n\n\n\n\n\n\n【5】\n2009028\n铁件\n\n\n\n0.03\nkg\n4.53\n0.14\n\n0.14\n\n\n\n\n\n\n\n【6】\n3005004\n水\n\n\n\n5.307\nm3\n3.16\n16.77\n\n16.77\n\n\n\n\n\n\n\n【7】\n4003002\n锯材中板δ=19~35,中方混合规格\n\n\n\n0.002\nm3\n1504.42\n2.71\n\n2.71\n\n\n\n\n\n\n\n【8】\n5501003\n黏土堆方\n\n\n\n1.141\nm3\n11.65\n13.29\n\n13.29\n\n\n\n\n\n\n\n【9】\n5503005\n中(粗)砂混凝土、砂浆用堆方\n\n\n\n\nm3\n135.92\n0.04\n\n0.04\n\n\n\n\n\n\n\n\n\n第 3 页 共 17 页\n\n工程量清单单价分析表\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n货币单位：元\n\n序号\n编码\n子目名称\n人工费\n材料费\n机械\n使用费\n其他\n管理费\n税费\n利润\n综合\n单价\n\n工日\n单价\n金额\n主材\n辅材费\n金额\n\n主材耗量\n单位\n单价\n主材费\n\n【10】\n5505013\n碎石(4cm)最大粒径4cm堆方\n\n\n\n\nm3\n169.71\n-0.05\n\n-0.05\n\n\n\n\n\n\n\n【11】\n5509001\n32.5级水泥\n\n\n\n\nt\n353.98\n\n\n\n\n\n\n\n\n\n\n【12】\n7801001\n其他材料费\n\n\n\n0.489\n元\n1\n0.49\n\n0.49\n\n\n\n\n\n\n\n【13】\n7901001\n设备摊销费\n\n\n\n23.549\n元\n1\n23.55\n\n23.55\n\n\n\n\n\n\n\n18\n405-1-b\n水中钻孔灌注桩\n\n\n934.17\n\nm\n\n2081.35\n\n2081.35\n504\n58.54\n486\n389.67\n265.96\n4719.67\n\n【1】\n1001001\n人工\n8.487\n110.07\n934.11\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n1511102\n水C30-32.5-4(商)\n\n\n\n4.223\nm3\n344.79\n1455.96\n\n1455.96\n\n\n\n\n\n\n\n【3】\n2003004\n型钢工字钢,角钢\n\n\n\n0.005\nt\n3285.04\n15.47\n\n15.47\n\n\n\n\n\n\n\n【4】\n2003005\n钢板Q235,δ=5~40mm\n\n\n\n\nt\n3148.14\n0.52\n\n0.52\n\n\n\n\n\n\n\n【5】\n2003021\n钢管桩直径219~2440mm,壁厚5~20mm\n\n\n\n0.013\nt\n4700.85\n62.87\n\n62.87\n\n\n\n\n\n\n\n【6】\n2003022\n钢护筒\n\n\n\n0.083\nt\n4273.5\n356.13\n\n356.13\n\n\n\n\n\n\n\n【7】\n2009011\n电焊条结422(502、506、507)3.24.05\n\n\n\n0.355\nkg\n5.73\n2.03\n\n2.03\n\n\n\n\n\n\n\n【8】\n2009028\n铁件\n\n\n\n0.16\nkg\n4.53\n0.72\n\n0.72\n\n\n\n\n\n\n\n【9】\n2009030\n铁钉混合规格\n\n\n\n0.033\nkg\n4.7\n0.16\n\n0.16\n\n\n\n\n\n\n\n【10】\n3005004\n水\n\n\n\n11.72\nm3\n3.16\n37.03\n\n37.03\n\n\n\n\n\n\n\n【11】\n4003001\n原木混合规格\n\n\n\n0.003\nm3\n1283.19\n3.48\n\n3.48\n\n\n\n\n\n\n\n【12】\n4003002\n锯材中板δ=19~35,中方混合规格\n\n\n\n0.023\nm3\n1504.42\n35.1\n\n35.1\n\n\n\n\n\n\n\n【13】\n5501003\n黏土堆方\n\n\n\n0.775\nm3\n11.65\n9.03\n\n9.03\n\n\n\n\n\n\n\n【14】\n5503005\n中(粗)砂混凝土、砂浆用堆方\n\n\n\n0.001\nm3\n135.92\n0.14\n\n0.14\n\n\n\n\n\n\n\n【15】\n5505013\n碎石(4cm)最大粒径4cm堆方\n\n\n\n-0.001\nm3\n169.71\n-0.17\n\n-0.17\n\n\n\n\n\n\n\n【16】\n5509001\n32.5级水泥\n\n\n\n\nt\n353.98\n\n\n\n\n\n\n\n\n\n\n【17】\n7801001\n其他材料费\n\n\n\n8.16\n元\n1\n8.16\n\n8.16\n\n\n\n\n\n\n\n【18】\n7901001\n设备摊销费\n\n\n\n94.694\n元\n1\n94.69\n\n94.69\n\n\n\n\n\n\n\n19\n405-1-c\n灌注桩钢筋HRB400钢筋\n\n\n462.35\n\nt\n\n3445.28\n\n3445.28\n248.61\n23.26\n313.96\n432.37\n311.61\n5237.33\n\n【1】\n1001001\n人工\n4.2\n110.07\n462.29\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n2001002\nHRB400钢筋\n\n\n\n1.025\nt\n3330.15\n3413.17\n\n3413.17\n\n\n\n\n\n\n\n\n\n第 4 页 共 17 页\n\n工程量清单单价分析表\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n货币单位：元\n\n序号\n编码\n子目名称\n人工费\n材料费\n机械\n使用费\n其他\n管理费\n税费\n利润\n综合\n单价\n\n工日\n单价\n金额\n主材\n辅材费\n金额\n\n主材耗量\n单位\n单价\n主材费\n\n【3】\n2001022\n20~22号铁丝镀锌铁丝\n\n\n\n1.8\nkg\n4.79\n8.62\n\n8.62\n\n\n\n\n\n\n\n【4】\n2009011\n电焊条结422(502、506、507)3.24.05\n\n\n\n4.1\nkg\n5.73\n23.49\n\n23.49\n\n\n\n\n\n\n\n20\n405-1-d\n灌注桩钢筋HPB300钢筋\n\n\n462.55\n\nt\n\n3581\n\n3581\n248.56\n23.06\n314.4\n444.44\n311.93\n5386.01\n\n【1】\n1001001\n人工\n4.2\n110.07\n462.29\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n2001001\nHPB300钢筋\n\n\n\n0.112\nt\n3463.36\n387.67\n\n387.67\n\n\n\n\n\n\n\n【3】\n2001002\nHPB300钢筋\n\n\n\n0.913\nt\n3463.36\n3161.21\n\n3161.21\n\n\n\n\n\n\n\n【4】\n2001022\n20~22号铁丝镀锌铁丝\n\n\n\n1.8\nkg\n4.79\n8.62\n\n8.62\n\n\n\n\n\n\n\n【5】\n2009011\n电焊条结422(502、506、507)3.24.05\n\n\n\n4.1\nkg\n5.73\n23.5\n\n23.5\n\n\n\n\n\n\n\n21\n405-1-e\n灌注桩检测管\n\n\n484\n\nt\n\n4243.73\n\n4243.73\n192.8\n29.6\n357.6\n513.6\n399.2\n6220.8\n\n【1】\n1001001\n人工\n4.4\n110.07\n484.31\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n2001022\n20~22号铁丝镀锌铁丝\n\n\n\n1.3\nkg\n4.79\n6.23\n\n6.23\n\n\n\n\n\n\n\n【3】\n2003005\n钢板Q235,δ=5~40mm\n\n\n\n0.001\nt\n3148.14\n2.52\n\n2.52\n\n\n\n\n\n\n\n【4】\n2003008\n钢管无缝钢管\n\n\n\n1.068\nt\n3911.33\n4177.3\n\n4177.3\n\n\n\n\n\n\n\n【5】\n2009011\n电焊条结422(502、506、507)3.24.05\n\n\n\n3.4\nkg\n5.73\n19.48\n\n19.48\n\n\n\n\n\n\n\n【6】\n7801001\n其他材料费\n\n\n\n38.2\n元\n1\n38.2\n\n38.2\n\n\n\n\n\n\n\n22\n410-2-a\n盖梁混凝土C30\n\n\n135.38\n\nm3\n\n498.66\n\n498.66\n89.04\n16.2\n78.31\n78.59\n55.58\n951.75\n\n【1】\n1001001\n人工\n1.23\n110.07\n135.39\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n1511035\n普C30-42.5-4(商)\n\n\n\n1.02\nm3\n342.42\n349.27\n\n349.27\n\n\n\n\n\n\n\n【3】\n2001001\nHPB300钢筋\n\n\n\n\nt\n3463.36\n0.39\n\n0.39\n\n\n\n\n\n\n\n【4】\n2003004\n型钢工字钢,角钢\n\n\n\n0.009\nt\n3285.04\n29.24\n\n29.24\n\n\n\n\n\n\n\n【5】\n2003008\n钢管无缝钢管\n\n\n\n\nt\n3911.33\n0.77\n\n0.77\n\n\n\n\n\n\n\n【6】\n2003025\n钢模板各类定型大块钢模板\n\n\n\n0.016\nt\n5384.62\n85.55\n\n85.55\n\n\n\n\n\n\n\n【7】\n2009013\n螺栓混合规格\n\n\n\n0.012\nkg\n7.35\n0.09\n\n0.09\n\n\n\n\n\n\n\n【8】\n2009028\n铁件\n\n\n\n3.093\nkg\n4.53\n14.01\n\n14.01\n\n\n\n\n\n\n\n【9】\n3005004\n水\n\n\n\n1.2\nm3\n3.16\n3.79\n\n3.79\n\n\n\n\n\n\n\n【10】\n4003002\n锯材中板δ=19~35,中方混合规格\n\n\n\n0.003\nm3\n1504.42\n4.53\n\n4.53\n\n\n\n\n\n\n\n\n\n第 5 页 共 17 页\n\n工程量清单单价分析表\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n货币单位：元\n\n序号\n编码\n子目名称\n人工费\n材料费\n机械\n使用费\n其他\n管理费\n税费\n利润\n综合\n单价\n\n工日\n单价\n金额\n主材\n辅材费\n金额\n\n主材耗量\n单位\n单价\n主材费\n\n【11】\n5503005\n中(粗)砂混凝土、砂浆用堆方\n\n\n\n\nm3\n135.92\n-0.03\n\n-0.03\n\n\n\n\n\n\n\n【12】\n5505013\n碎石(4cm)最大粒径4cm堆方\n\n\n\n\nm3\n169.71\n0.07\n\n0.07\n\n\n\n\n\n\n\n【13】\n5509001\n32.5级水泥\n\n\n\n\nt\n353.98\n\n\n\n\n\n\n\n\n\n\n【14】\n7801001\n其他材料费\n\n\n\n10.98\n元\n1\n10.98\n\n10.98\n\n\n\n\n\n\n\n23\n410-2-b\n挡块混凝土C30\n\n\n136.36\n\nm3\n\n392.08\n\n392.08\n90.91\n12.73\n70.91\n67.27\n47.27\n817.27\n\n【1】\n1001001\n人工\n1.24\n110.07\n136.49\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n1511035\n普C30-42.5-4(商)\n\n\n\n1.02\nm3\n342.42\n349.27\n\n349.27\n\n\n\n\n\n\n\n【3】\n2003025\n钢模板各类定型大块钢模板\n\n\n\n0.005\nt\n5384.62\n24.48\n\n24.48\n\n\n\n\n\n\n\n【4】\n2009013\n螺栓混合规格\n\n\n\n0.591\nkg\n7.35\n4.34\n\n4.34\n\n\n\n\n\n\n\n【5】\n2009028\n铁件\n\n\n\n0.348\nkg\n4.53\n1.58\n\n1.58\n\n\n\n\n\n\n\n【6】\n3005004\n水\n\n\n\n1.2\nm3\n3.16\n3.79\n\n3.79\n\n\n\n\n\n\n\n【7】\n5503005\n中(粗)砂混凝土、砂浆用堆方\n\n\n\n\nm3\n135.92\n\n\n\n\n\n\n\n\n\n\n【8】\n5505013\n碎石(4cm)最大粒径4cm堆方\n\n\n\n\nm3\n169.71\n\n\n\n\n\n\n\n\n\n\n【9】\n5509001\n32.5级水泥\n\n\n\n\nt\n353.98\n\n\n\n\n\n\n\n\n\n\n【10】\n7801001\n其他材料费\n\n\n\n8.62\n元\n1\n8.62\n\n8.62\n\n\n\n\n\n\n\n24\n410-2-c\n耳背墙混凝土C30\n\n\n194.85\n\nm3\n\n417.47\n\n417.47\n150.37\n20.43\n104.97\n85.21\n58.71\n1031.96\n\n【1】\n1001001\n人工\n1.77\n110.07\n194.82\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n1511035\n普C30-42.5-4(商)\n\n\n\n1.02\nm3\n342.42\n349.27\n\n349.27\n\n\n\n\n\n\n\n【3】\n2003025\n钢模板各类定型大块钢模板\n\n\n\n0.009\nt\n5384.62\n46.25\n\n46.25\n\n\n\n\n\n\n\n【4】\n2009013\n螺栓混合规格\n\n\n\n0.952\nkg\n7.35\n7\n\n7\n\n\n\n\n\n\n\n【5】\n2009028\n铁件\n\n\n\n0.562\nkg\n4.53\n2.55\n\n2.55\n\n\n\n\n\n\n\n【6】\n3005004\n水\n\n\n\n1.2\nm3\n3.16\n3.79\n\n3.79\n\n\n\n\n\n\n\n【7】\n5503005\n中(粗)砂混凝土、砂浆用堆方\n\n\n\n\nm3\n135.92\n0.06\n\n0.06\n\n\n\n\n\n\n\n【8】\n5505013\n碎石(4cm)最大粒径4cm堆方\n\n\n\n\nm3\n169.71\n0.07\n\n0.07\n\n\n\n\n\n\n\n【9】\n5509001\n32.5级水泥\n\n\n\n\nt\n353.98\n\n\n\n\n\n\n\n\n\n\n\n\n第 6 页 共 17 页\n\n工程量清单单价分析表\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n货币单位：元\n\n序号\n编码\n子目名称\n人工费\n材料费\n机械\n使用费\n其他\n管理费\n税费\n利润\n综合\n单价\n\n工日\n单价\n金额\n主材\n辅材费\n金额\n\n主材耗量\n单位\n单价\n主材费\n\n【10】\n7801001\n其他材料费\n\n\n\n8.48\n元\n1\n8.48\n\n8.48\n\n\n\n\n\n\n\n25\n410-2-d\n系梁混凝土C30\n\n\n67.31\n\nm3\n\n392.77\n\n392.77\n43.46\n7.7\n36.15\n52.69\n37.31\n637.31\n\n【1】\n1001001\n人工\n0.61\n110.07\n67.14\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n1511035\n普C30-42.5-4(商)\n\n\n\n1.02\nm3\n342.42\n349.27\n\n349.27\n\n\n\n\n\n\n\n【3】\n2003025\n钢模板各类定型大块钢模板\n\n\n\n0.007\nt\n5384.62\n37.28\n\n37.28\n\n\n\n\n\n\n\n【4】\n2009013\n螺栓混合规格\n\n\n\n0.056\nkg\n7.35\n0.41\n\n0.41\n\n\n\n\n\n\n\n【5】\n2009028\n铁件\n\n\n\n0.188\nkg\n4.53\n0.85\n\n0.85\n\n\n\n\n\n\n\n【6】\n3005004\n水\n\n\n\n1.2\nm3\n3.16\n3.79\n\n3.79\n\n\n\n\n\n\n\n【7】\n5503005\n中(粗)砂混凝土、砂浆用堆方\n\n\n\n\nm3\n135.92\n-0.05\n\n-0.05\n\n\n\n\n\n\n\n【8】\n5505013\n碎石(4cm)最大粒径4cm堆方\n\n\n\n\nm3\n169.71\n0.07\n\n0.07\n\n\n\n\n\n\n\n【9】\n5509001\n32.5级水泥\n\n\n\n\nt\n353.98\n\n\n\n\n\n\n\n\n\n\n【10】\n7801001\n其他材料费\n\n\n\n1.15\n元\n1\n1.15\n\n1.15\n\n\n\n\n\n\n\n26\n410-2-e\n墩柱混凝土C30\n\n\n122.31\n\nm3\n\n434.66\n\n434.66\n61.54\n12.31\n64.62\n66.92\n46.92\n809.62\n\n【1】\n1001001\n人工\n1.11\n110.07\n122.18\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n1511035\n普C30-42.5-4(商)\n\n\n\n1.02\nm3\n342.42\n349.27\n\n349.27\n\n\n\n\n\n\n\n【3】\n2001019\n钢丝绳股丝6-7*19绳径7.1~9,股丝6*37绳径14.1~15.5mm\n\n\n\n0.001\nt\n5970.09\n6.89\n\n6.89\n\n\n\n\n\n\n\n【4】\n2003005\n钢板Q235,δ=5~40mm\n\n\n\n\nt\n3148.14\n\n\n\n\n\n\n\n\n\n\n【5】\n2003025\n钢模板各类定型大块钢模板\n\n\n\n0.007\nt\n5384.62\n37.28\n\n37.28\n\n\n\n\n\n\n\n【6】\n2003028\n安全爬梯\n\n\n\n0.004\nt\n8076.92\n31.07\n\n31.07\n\n\n\n\n\n\n\n【7】\n2009013\n螺栓混合规格\n\n\n\n0.092\nkg\n7.35\n0.68\n\n0.68\n\n\n\n\n\n\n\n【8】\n2009028\n铁件\n\n\n\n0.572\nkg\n4.53\n2.59\n\n2.59\n\n\n\n\n\n\n\n【9】\n3005004\n水\n\n\n\n1.2\nm3\n3.16\n3.79\n\n3.79\n\n\n\n\n\n\n\n【10】\n5503005\n中(粗)砂混凝土、砂浆用堆方\n\n\n\n\nm3\n135.92\n0.05\n\n0.05\n\n\n\n\n\n\n\n【11】\n5505013\n碎石(4cm)最大粒径4cm堆方\n\n\n\n\nm3\n169.71\n0.07\n\n0.07\n\n\n\n\n\n\n\n【12】\n5509001\n32.5级水泥\n\n\n\n\nt\n353.98\n\n\n\n\n\n\n\n\n\n\n\n\n第 7 页 共 17 页\n\n工程量清单单价分析表\n\n合同段：黄梅县大河镇黄於线（Y407）黄桥五组桥改建工程\n\n货币单位：元\n\n序号\n编码\n子目名称\n人工费\n材料费\n机械\n使用费\n其他\n管理费\n税费\n利润\n综合\n单价\n\n工日\n单价\n金额\n主材\n辅材费\n金额\n\n主材耗量\n单位\n单价\n主材费\n\n【13】\n7801001\n其他材料费\n\n\n\n2.97\n元\n1\n2.97\n\n2.97\n\n\n\n\n\n\n\n27\n410-2-f\n盖梁钢筋HRB400钢筋\n\n\n726.54\n\nt\n\n3445.85\n\n3445.85\n178.62\n24.13\n410.57\n460.13\n325.79\n5571.57\n\n【1】\n1001001\n人工\n6.6\n110.07\n726.46\n\n\n\n\n\n\n\n\n\n\n\n\n\n【2】\n2001002\nHRB400钢筋\n\n\n\n1.025\nt\n3330.15\n3413.09\n\n3413.09\n\n\n\n\n\n\n\n【3】\n2001022\n20~22号铁丝镀锌铁丝\n\n\n\n2.99\nkg\n4.79\n14.32\n\n14.32\n\n
投标 / 标书制作要点（原创）
本桥改建工程 临时工程与设施涉及「招标预告」，投标方需重点关注：① 营业执照经营范围须含招标预告或对应服务类目；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。
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