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【湖南省,邵阳市】G59呼北高速湖南省新化至新宁段第二标段第2-JL1、第2-JL2施工监理招标公告
发布时间 2022-03-24 截止日期 立即查看
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<>< ig=c css=6 s=-ig c; i-high 22; mso-oi- 3; mso-i-high- c;>G59呼北高速***省新化新宁二标段第2-JL2-JL2标段< ig=c css=6 s=-ig c; i-high 22; mso-oi- 3; mso-i-high- c;>施工监理招标公告< ig=c css= s=-ig c; i-high 22; mso-oi- 3; mso-i-high- c;>< css= s=i-high 2; mgi-o 2; mgi-boom 2; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>招标条件< css=9 s=i-high 20; -id 24; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000;>本招标项目<><>G59呼北高速<>***省新化至新宁<>段(简称<>新新<>高速”)(项目名称)已由<><>***省发展和改革委员会<>(项目审批、核准或备案机关名称)以<>湘发改基础〔<>202<><>9<><><>(批文名称******/s><><>交通运输部(批准机关名称)以<>202<><><>3<>(批文名称******<><>***<>,建设资金来自<>政府补助、建设单位***<>(资金来源),招标人为<><>***,<>***<>邵阳<>***<>。项目已具备招标条件,现对该项目2-JL2-JL2标段(K64+0-K24+00)的工程施工监理进行公开招标。< css= s=i-high 2; mgi-o 2; mgi-boom 2; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>2 项目概况与招标范围< css= s=i-high 20; -id 2; mso-oi- 3; mso-ch-id-co 22500;>2 建设地点:<>***省<>***市<>境内。< css=20 s=i-high 20; -id 2; mso-oi- 3; mso-ch-id-co 22500;>22 项目建设规模及招标范围:新新***路线起点位于***市新化县的卿家屋,与新溆高***路相接,终点位于***市新宁县老人冲,经新化县***镇、***镇,隆回县金***镇、羊古坳乡、隆回县城,***市***镇,新宁县回***镇、清江桥乡、新宁县城,止于新宁县城南侧的老人冲附近,与洞新高速相接。接已建成通车的 G59 线新宁至湘桂界段;本次招标项目主线全长92306公里。全线采用***道高***路标准建设,设计速度 00 公里/小时,***路基宽26m,沥青混***路面。< css=20 s=i-high 20; -id 2; mso-oi- 3; mso-ch-id-co 22500;>本项目(K64+0-K24+00)里程长5939公里。现对该标段全***路基、路面、桥梁、涵洞、隧道、立体交叉、绿化环境保护、交通安全设施、沿线附属设施、预埋管线、试验检测以及外部永久性用电工程(房建工程、机电工程除外)施工监理进行公开招标。< css=20 s=i-high 20; -id 2; mso-oi- 3; mso-ch-id-co 22500;>本次施工监理招标工程共分为2个标段。其标段划分及工程内容等见下表。< s=high 286;>< ig=c css=2 s=-ig c; i-high 2; mso-oi- 3; mso-i-high- c;>标段号< ig=c css=2 s=-ig c; i-high 2; mso-oi- 3; mso-i-high- c;>桩号< ig=c css=2 s=-ig c; i-high 2; mso-oi- 3; mso-i-high- c;>所处***区< ig=c css=2 s=-ig c; i-high 2; mso-oi- 3; mso-i-high- c;>长度< ig=c css=2 s=-ig c; i-high 2; mso-oi- 3; mso-i-high- c;>Km< ig=c css=2 s=-ig c; i-high 2; mso-oi- 3; mso-i-high- c;>招标范围< s=high 3535;>< ig=c css=20 s=-ig c; i-high 2; -ms-o-gid-mod ch; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>2-JL< ig=c css=20 s=-ig c; -ms-o-gid-mod ch; mso-oi- 3; mso-o-gid-ig o;>K64+0K86+000< ig=c css=20 s=-ig c; -ms-o-gid-mod ch; mso-oi- 3; mso-o-gid-ig o;>***市< ig=c css=20 s=-ig c; i-high 2; -ms-o-gid-mod ch; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>229< css=20 s=-ig f; -ms-o-gid-mod ch; mso-oi- 3; mso-o-gid-ig o; mso-is 0 fo2;>该项目合同段范***路基、路面、桥梁、涵洞、隧道、立体交叉、绿化及环境保护、交通安全设施、房建场地平整、***道路试验检测及外部永久性用电工程(房建工程、机电工程除外)等工程和相关变更工程及为本合同主体项目之外的附属工程(如***道路,便桥便涵等)等工程的施工阶段(含施工准备阶段)、交工验收与缺陷责任期阶段的施工监理。< css=20 s=-ig f; -ms-o-gid-mod ch; mso-oi- 3; mso-o-gid-ig o; mso-is 0 fo2;>2、试验检测(包括但不限于):新新高***路本合同内施工准备、施工阶段的试验检测技术服务(试验样品采集、送检、试验操作、资料编制等),并接受委托人的监督管理;②承担本合同内所有工程的特殊专项材料(包括土工材料、沥青材料、锚具、钢绞线、支座、伸缩缝、外加剂、防水材料、保温材料、高强螺栓等)第三方专项检测的取样、送检工作;③在授权范围内代表委托人对承包人的试验检测工作进行监督管理,参加本项目的交工验收工作等< s=high 3535;>< ig=c css=20 s=-ig c; i-high 2; -ms-o-gid-mod ch; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>2-JL2< ig=c css=20 s=-ig c; -ms-o-gid-mod ch; mso-oi- 3; mso-o-gid-ig o;>K86+000-K24+00< ig=c css=20 s=-ig c; -ms-o-gid-mod ch; mso-oi- 3; mso-o-gid-ig o;>***市< ig=c css=20 s=-ig c; i-high 2; -ms-o-gid-mod ch; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>380< css=20 s=-ig f; -ms-o-gid-mod ch; mso-oi- 3; mso-o-gid-ig o;>该项目合同段范***路基、路面、桥梁、涵洞、隧道、立体交叉、绿化及环境保护、交通安全设施、房建场地平整、***道路试验检测及外部永久性用电工程(房建工程、机电工程除外)等工程和相关变更工程及为本合同主体项目之外的附属工程(如***道路,便桥便涵等)等工程的施工阶段(含施工准备阶段)、交工验收与缺陷责任期阶段的施工监理。< css=20 s=-ig f; -ms-o-gid-mod ch; mso-oi- 3; mso-o-gid-ig o;>2、试验检测(包括但不限于):新新高***路本合同内施工准备、施工阶段的试验检测技术服务(试验样品采集、送检、试验操作、资料编制等),并接受委托人的监督管理;②承担本合同内所有工程的特殊专项材料(包括土工材料、沥青材料、锚具、钢绞线、支座、伸缩缝、外加剂、防水材料、保温材料、高强螺栓等)第三方专项检测的取样、送检工作;③在授权范围内代表委托人对承包人的试验检测工作进行监督管理,参加本项目的交工验收工作等< css= s=i-high 9; -id 2; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000;>备注:起点及终点桩号以最终施工标段划分为准。< css= s=-ig f; -id 24; mso-oi- 3; mso-giio widow-oh; mso-ch-id-co 20000;>23 本项目设二级监理机构。设置驻地监理工程师办公室(以下简称“驻地办”)个。本次对第2-JL2-JL2标段驻地办进行招标,其类别划分、资质要求、业绩等要求详见附表。< css= s=i-high 20; -id 2; mso-oi- 3; mso-ch-id-co 22500;>24本次招标施工监理服务期限为:<><>2250<>日历天,包括施工准备阶段监理<><>90<>日历天,施工阶段监理<><>440<>日历天,交工验收及缺陷责任期监理<><>20<>日历天。< css= s=i-high 2; mgi-o 2; mgi-boom 2; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>3 投标人资格要求< css= s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000;>3 本次招标要求投标人须具备<><>独立法人<>资质、<><>持有工商行政管理部门核发的有效企业法人营业执照、交通运输主管部门颁发***路工程甲级监理资质、投标人须知附录2资格审查条件(业绩最低要求)业绩,并在人员等方面具有相应的施工监理能力。< css= s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000;>投标人应进入交通运输部全***路***市场信用信息管理系统(h//gmogoc中***路工程施工监理资质企业名录,且投标人名称***。< css= s=i-high 2; -id 24; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000;>32 本次招标<>(不接受)联合体投标。< css=26 s=i-high 2; -id 24; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000;>33每个投标人可在本次招标中对<><>2<>个标段投标,被***省交通运输厅评为AA级的投标人,可在本次招标中给予增加个标段投标的奖励,奖励后的可投标段数不得超过本次招标工程类别的标段总数。每个投标人允许中<><><>个标。如投标人多个标段综合得分均为最高,则由评标委员会根据投标人所投标段中每一标段推荐中标候选人按投标报价***行排名,选择报价***标段推荐投标人为中标候选人,投标报价***最低时,选择投标上限价***余标段投标视为投标人自动放弃推荐资格。被***省交通运输厅评为C级的投标人,减少个标段中标的机会(项目招标仅个标段的除外)。对投标人信用等级的认定条件为:<>***省交通运输厅<>在投标截止之日前一日已<>发布的最新年度信用等级结果。<>< css= s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>34与招标人存在利害关系且可能影响招标公正性的单位,不得参加投标。单位***为同一人或者存在控股、管理关系的不同单位,不得参加同一标段投标,否则,相关投标均无效。< css= s=i-high 2; -id 24; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000;>35招标人不接受被***省交通运输厅评为最近第一年度D级、连续两年(最近第二年和最近第一年)评为C级信用等级的投标人投标。< css= s=i-high 2; -id 24; mso-oi- 3; mso-giio widow-oh; mso-ch-id-co 20000;>36 招标人不接受在全国企业信用信息公示系统(h//www***)中被列入严重违法失信企业名单的或在信用中国网站(www***)中被列入失信被执行人名单的投标投标。< css= s=i-high 2; mgi-o 2; mgi-boom 2; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>4 招标文件***< css= s=-ig f; i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000;>4 凡有意参加投标者,请登录***省公路***市场信用信息管理系统(网址:h//***000/gjs)中注册、完善、公开本单位***(新用户注册请联系<>***省交通运输厅《关于***省公路***市场信用信息管理系统(新开发)运行的通知》(厅办函〔206204号)文件中的联系方式办理),并在***省公共资源交易中心办理CA数字证书(具体流程参见网址h//www***)。< css= s=i-high 20; -id 24; mso-oi- 3; mso-giio widow-oh; mso-ch-id-co 20000;>42 办理完成CA数字认证后,请于2022324日至20223302359分(北京时间,下同),通过互联网使用CA数字证书登录***省公共资源交易中心进场交易系统(以下简称:“电子交易平台”,网址:h//***5/bidd),进行报名后下载招标文件、图纸等相关资料,完成报名。联合体投标的,由联合体牵头人完成报名、招标文件***。< css= s=i-high 20; -id 24; mso-oi- 3; mso-giio widow-oh; mso-ch-id-co 20000;>43 投标人应及时关注网上相关招标信息,如有遗漏招标人概不负责,所造成的投标失败或损失由投标人自行负责。投标人在办理CA数字证书时,自行填写利益相关企业,由电子招投标系统根据投标人填写的利益相关企业情况,在网上报名时自动提醒利益相关企业已报名(如利益相关企业报名数超过可投标段数的,自动禁止报名),如因企业未如实填写利益相关企业导致利益相关企业投同一标段的,按否决其投标处理。未按规定从***省公共资源交易中心进场交易系统下载招标文件的,招标人将拒收其投标。< css= s=i-high 2; mgi-o 2; mgi-boom 2; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>5 投标文件的递交及相关事宜< css= s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000;>5 招标人不组织工程现场踏勘及投标预备会。< css=2 s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>52投标文件递交截止时间***(投标截止时间***,下同)为202245日上午900(北京时间),投标人应当在投标截止时间***,按下列两种方式递交投标文件:< css=23 s=i-high 20; -id 24; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000;>投标文件包括加密的投标文件和不加密的投标文件(U 盘或设置密码的压缩文件形式)。投标文件递交的截止时间***(投标截止时间***,下同)见***省公共资源交易中心工程建设项目招投标交易系统本招标公告正文上方,投标人应当在投标截止时间***,按下列两种方式同时递交投标文件:< css=3 s=i-high 20; -id 24; mgi-f -3; mso-oi- 3; mso-i-high- c; mso-ch-id-co 00000; mso-is fo3; mso--mgi-f 00000gd;>(一)网上递交:投标人应当在投标截止时间***,通过互联网使用CA数字证书登录“交易系统”,将加密的投标文件(投标文件第一信封(商务和技术文件)和投标文件第二信封(报价***fo>)上传,并保存上传成功后系统自动生成的电子签收凭证,递交时间即为电子签收凭证时间。逾期未完成上传或未按规定加密的投标文件,招标人不予接收。< css=20 s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000;>(二)原件等资料送达:本次招标实行网上解密和开标。***省公共资源交易中心目前已全面启动电子化开评标,不见面开标项目无需现场参与,投标人可自行登录“不见面开标大厅”在线解密和收看开标现场。开标过程中因招标文件***,招标人可在开标现场直接导入投标人在投标截止时间***(U 盘或设置密码的压缩文件形式)进行开标。招标人允许投标人将投标保函原件和银行查询授权书原件(如有)按照招标文件***(封套注明项目名称、招标编号***标之日前一日下午00前交招标人签收(以签收时间为准),邮寄地址:***省***市***区***路43号运成大厦220罗先生收(联系电话***)。若投标人自愿到达开标现场参加开标活动的,应当在开标当日投标截止时间***,将不加密的投标文件(投标文件第一信封(商务和技术文件)和投标文件第二信封(报价***fo>)U 盘备份)及投标保函原件和银行查询授权书原件(如有)按照招标文件***,递交至***省***市***区万家***路二段29号***省公共资源交易中心开标室(具体开标室请***楼电子显示屏)交招标人签收;投标人在原件等资料递交完成后,请***楼***区、一楼办事大厅休息,禁止进入不见面开标室或在门口、过道聚集。同时投标人须携带加密投标文件的 CA 数字证书、笔记本电脑并自备可靠的网络连接,全程做好防护,戴好口罩,并按***省公共资源交易中心的要求落实相关疫情防控措施。” 逾期送达的、未送达指定地点******,招标人将予以拒收。< css= s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000;>53 投标保证金的递交:< css= s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>投标保证金的金额***><><>2-JL<>标段<>3<>0 < css= s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;><><>2-JL2<>标段<>45<>< css= s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>投标人采用现金或者支票形式提交的投标保证金应当从其基本账户转出,投标人应在投标截止时间***、电汇、网***上(以到账时间为准)< css=35 s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>招标标段:第2-JL标段< css=36 s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>名:***省公共资源交易中心< css=25 s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>开户银行:长沙银行***路支行< css=35 s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>号:***< css=35 s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>招标标段:第2-JL2标段< css=36 s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>名:***省公共资源交易中心< css=25 s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>开户银行:长沙银行***路支行< css=35 s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o;>号:***< css= s=i-high 20; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-o-gid-ig o; mso-is 2 fo4;>(2)采用银行保函时,应由投标人开立基本账户的银行出具(联合体投标的,由牵头人开立基本账户的银行出具)保函,与银行查询授权书原件一并在投标截止时间***。< css= s=i-high 20; -id 28; -ms--osc; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000; mso-o-gid-ig o;>6.评标办法< css= s=i-high 20; -id 8; mso-oi- 3; mso-ch-id-co 5000; cio-im dig;>本项目评标办法采用综合评估法。< css= s=i-high 2; mgi-o 2; mgi-boom 2; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>发布公告的媒介< css=20 s=i-high 2; -id 24; mso-oi- 3; mso-giio widow-oh; mso-ch-id-co 20000;>本次招标公告同时在中国招标投标公共服务平台(h//bicbbsiccom/)、***省招标投标监管网(www***)、***省交通运输厅网(www***)、***省公共资源交易中心上发布。< css= s=i-high 2; mgi-o 2; mgi-boom 2; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>8 附件< css= s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000; cio-im dig;>附件:资格审查条件要求(详见第二章投标人须知之附录)< css= s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000; cio-im dig;>附件2:评标办法(详见第三章评标办法)< css= s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000; cio-im dig;>附件3:项目概况< css= s=i-high 2; mgi-o 2; mgi-boom 2; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>9 联系方式< css=38 s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000; cio-im dig;> 托 人***< css=38 s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000; cio-im dig;>委托人执行机构:***邵阳***< css=39 s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000; cio-im dig;> 址:***省***市隆回县***街道石门村(原石乡政府院内)< css=40 s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000; cio-im dig;> 系 人:刘先生< css=22 s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000; cio-im dig;> 话:***3< css=4 s=-ig f; i-high 2; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000; mso-o-gid-ig o;>< css=4 s=-ig f; i-high 2; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000; mso-o-gid-ig o;>招标代理:***< css=42 s=-ig f; i-high 2; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000; mso-o-gid-ig o;> 址:***省***市***区***路43号运成大***楼< css=43 s=-ig f; i-high 2; -id 24; -ms--osc; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000; mso-o-gid-ig o;> 系 人:罗宏伟 罗洲< css=34 s=i-high 2; -id 24; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000; cio-im dig;> 话:***< css= s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000; cio-im dig;>< css=43 s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000;>监督部门:***省交通运输厅< css=34 s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000;>地址:***市湘***路99号< css=3 s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000;>电话:03-88009(基本建设处)< css=8 s=i-high 20; -id 24; mso-oi- 3; mso-ch-id-co 20000;>传真:03-880094(基本建设处)< css=45 s=-id 24; mso-ch-id-co 20000;>邮编:40004 < css=45 s=-id 24; mso-ch-id-co 20000;>< css=45 s=-id 24; mso-ch-id-co 20000;>< css=45 s=-id 24; mso-ch-id-co 20000;>< css=45 s=-id 24; mso-ch-id-co 20000;>< ig=jsif css=6 s=-ig jsif; i-high 22; -id 2; -ms--jsif i-idogh; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000;>注:G59呼北高速***省新化新宁段第二标段第2-JL2-JL2标段施工监理招标2-JL2标段招标文件***,按本公告中的条款执行。< css=45 s=-id 24; mso-ch-id-co 20000;>< css=45 s=-id 24; mso-ch-id-co 20000;>< ig=c css=30 s=-ig c; mgi-o 6; mgi-boom 0; mso-oi- 3;>附件3项目概况< css=30 s=-ig f; -id 20; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>项目位置< css=30 s=-ig f; i-high 2045; -id 20; mgi-boom 8; g-bk-f oid; mso-oi- 3; mso-i-high- c; mso-giio is-ogh;>项目名称:G59呼北高速公路***省新化至新宁段(简称新新高***路)。< css=30 s=-ig f; -id 20; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>2概述< css=30 s=i-high 2045; -id 2; mgi-f 20; mso-oi- 3; mso-i-high- c;>新化新宁高***路(简称“本项目”)属于2036月发布的《国***路网规划(2032030)》中条南北纵向国家高速纵向号主线呼和浩特北海国家高***路(简称“呼北高速”)的其中一段,编号***fmi 宋体; fo-siz 0; mso-sc s; mso-fo-kig 00000;>G59。本项目同时也是***省七纵七横高***路网中第6纵的重要组成部分,是《***省武陵***区区域发展与扶贫攻坚实施规划》交通***道一环三横两纵中的重要组成部分。< css=45 s=i-high 2045; -id 2; mgi-f 20; mso-oi- 3; mso-i-high- c;>本项目所在的隆回县属于“武陵***区”,目***区域内交通基础设施建设还比较滞后,特别是南北纵***道不畅问题严重影***区域经济的快速发展。新新高速的建设可以完***省高***路网络,加快打通呼和浩特至北海国家高***路,***区域交通条件,提高应急抗灾能力,构建综合交通枢纽体系,巩固武陵山集中连片特***区脱贫攻坚成果,***区域资源开发和社会经济协调发展。< css=30 s=-ig f; -id 20; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>3项目建设< css=45 s=i-high 2045; -id 2; mgi-f 20; mso-oi- 3; mso-i-high- c;>起点:路线起于六***镇民强村东< css=30 s=i-high 2045; -id 2; mgi-f 20; mso-oi- 3; mso-i-high- c;>终点:位于新宁县马***镇茅坪村< css=45 s=i-high 2045; -id 2; mgi-f 20; mso-oi- 3; mso-i-high- c;>路线走向:2合同段起点位于隆回县六***镇民强村东,顺接第一合同段,终点位于新宁县马***镇茅坪村***路线向南经荷***镇高桥村设荷香桥***区,经***街道设隆回北互通,在隆回县城西侧的邹家下穿怀邵***路,跨G320、赧水,至隆回县城,在屋主塘枢纽互通与 G60 沪昆高速交叉,路线向南展线途径隆回县三***镇、***市***镇、邓***镇,***路线向南延伸进入新宁县丰田乡、马***镇,止于马***镇茅坪村,与第 3 施工合同段起点顺接。全长5939Km,连接线长2444Km。< css=45 s=i-high 2045; -id 2; mgi-f 20; mso-oi- 3; mso-i-high- c;>中间控制点:六***镇、荷***镇、***街道、隆回县城、三***镇、***镇、邓***镇、丰田乡、马***镇。< css=30 s=-ig f; -id 4; mgi-o 6; -ms--osc idogh-mic; mso-oi- 3; mso-giio o; mso--mgi-o 05000gd;>沿线主***镇、河流、公路***路等:< css=45 s=-ig f; i-high 203; -id 4; mso-oi- 3; mso-i-high- c;>沿线主***镇< css=45 s=-ig f; i-high 203; -id 2; mgi-f 20; mso-oi- 3; mso-i-high- c;>本项目全线位于隆回***市、新宁县,沿线从北向南经过的主***镇有六都寨镇、荷田乡、荷***镇、***街道、三***镇、***镇、邓***镇、丰田乡、马***镇< css=45 s=-ig f; i-high 203; -id 4; mso-oi- 3; mso-i-high- c;>2沿线主要河流< css=45 s=-ig f; i-high 203; -id 4; mso-oi- 3; mso-i-high- c;>本项目沿线经过的河流有:辰水、赧水、资江、横溪、小江河等。< css=45 s=-ig f; i-high 203; -id 4; mso-oi- 3; mso-i-high- c;>3沿线主***路< css=45 s=-ig f; i-high 203; -id 2; mgi-f 20; mso-oi- 3; mso-i-high- c;>本项目沿线主要等***路为G320、S242、X006、X039、S336等。< css=45 s=-ig f; i-high 203; -id 4; mso-oi- 3; mso-i-high- c;>4沿线主要高***路< css=45 s=-ig f; i-high 203; -id 2; mgi-f 20; mso-oi- 3; mso-i-high- c;>本***路线起点接新溆高***路,终点接洞新高速,邵阳至怀化高***路、白新高***路与本项目相交< css=45 s=-ig f; i-high 203; -id 4; mso-oi- 3; mso-i-high- c; mso-is 3 fo5;>5)沿线主***路< css=45 s=-ig f; i-high 203; -id 2; mgi-f 20; mso-oi- 3; mso-i-high- c;>本项目沿线路线下穿怀邵衡高铁桥梁段< css=30 s=-ig f; -id 20; mgi-boom ; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>2技术标准< s=high 2325;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>序号< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>项目< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>单位< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>指标< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>公路等级< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>主线高***路,双向***道< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>设计速度< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>km/h< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>00< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>4< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>***道宽度< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi-3; mso-giio widow-oh;>2-2×35< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>5< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>硬路肩宽度< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>30×2< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>6< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>路线长度< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>km< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>新新标段5939< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>平均每公里交点数< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>094< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>规范值< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>采用值< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>8< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>平曲线半径< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>极限最小< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>400< ig=c css=45 s=-ig c; mso-oi- 3;>000< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>一般最小< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>00< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>不设超高最小< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>4000< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>4000< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>9< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>竖曲线半径< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>凸型< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>极限最小< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>3500< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>2000< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>一般最小< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>0000< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>凹型< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>极限最小< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>3000< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>8000< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>一般最小< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>4500< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>0< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>最大纵坡< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>%< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>4< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>398< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>最短坡长< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>250< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>420< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>停车视距< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>60< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>60< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>3< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>直线最大长度< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>63233< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>4< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>汽车荷载等级< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>公路-I< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>5< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>桥梁宽度< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>225< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>6< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>隧道宽度< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>30×5(单洞) < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>桥涵设计车辆荷载< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>公路-Ⅰ级< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>8< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>设计洪水频率< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>路基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>/00< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>小桥涵< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>/00< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>大、中桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>/00< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>特大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>/300< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>20< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>路面面层类型< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>沥青混凝土< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>地震动峰值加速度< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>g< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>005g(Ⅵ度)< s=high 845;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>22< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>地震动反应谱特征周期< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>s< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>035< css=30 s=mso-oi- 3;>< css=45 s=-ig f; -id 20; mgi-boom 2; g-bk-f oid; mso-oi- 3; mso-giio is-ogh; mso-ch-id-co 20000;>3气象与水文简况等内容详见设计文件。< css=45 s=i-high 50%; -id 205; g-bk-f oid; -ms--osc idogh-mic; mso-oi- 3; mso-giio is-ogh; mso-is 5 fo6;>工程规模< css=45 s=-ig f; i-high 50%; -id 20; g-bk-f oid; -ms--osc idogh-mic; mso-oi- 3; mso-giio is-ogh; mso-ch-id-co 20000;>G59呼北高***路新化新宁段第二合同段***路线全长5939公里全线主线共设置桥梁43座,总里程469km(含互通主线桥),其中特大桥30m/座,大桥32306m/40座,中桥62m/2座。设***道座,总长445m,其中中隧道445m/座。项目主线桥隧比为254%。互通、连接线共设置桥梁3座,其中大桥2246m/2座,中桥66m/座。< css=45 s=i-high 6%; -id 20; g-bk-f oid; mso-oi- 3; mso-giio is-ogh; mso-is 5 fo6;>8工程描述< css=45 s=-ig f; i-high 50%; -id 20; g-bk-f oid; -ms--osc idogh-mic; mso-oi- 3; mso-giio is-ogh; mso-ch-id-co 20000;>G59呼北高***路新化新宁***,***邵阳***。< css=45 s=i-high 6%; mgi-igh 0; mgi-f 20; g-bk-f oid; mso-oi- 3; mso-giio is-ogh; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>8桥梁、隧道< css=45 s=i-high 6%; -id 20; mgi-igh 0; g-bk-f oid; mso-oi- 3; mso-giio is-ogh; mso-ch-id-co 20000; mso--mgi-igh 00000gd;>见附表2G59呼北高***路新化新宁特大、大、中桥一览表》及附表3G59呼北高***路新化新宁隧道一览表》。< css=45 s=-ig f; -id 9; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>82各标段划分及其主要工程数量< css=45 s=-ig f; i-high 2085; -id 20; mgi-boom 8; mso-oi- 3; mso-i-high- c; mso-ch-id-co 20000;>见附表《G59呼北高***路新化新宁标段划分及各标段主要工程数量表》< css=45 s=-ig f; -id 9; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>83计划工期< css=45 s=-ig f; i-high 50%; -id 20; mgi-o 4; mgi-boom ; -ms--osc; mso-oi- 3; mso-giio o; mso-ch-id-co 20000;>本项目工程计划工期48个月,缺陷责任期24个月。< css=45 s=-ig f; i-high 50%; -id 20; mgi-boom ; -ms--osc; mso-oi- 3; mso-giio o; mso-ch-id-co 20000;>暂定:<>202<>2<>04<>30日开工。< css=30 s=-ig f; -id 20; mso-oi- 3; mso-ch-id-co 20000;>< css=30 s=-ig f; -id 20; mso-oi- 3; mso-ch-id-co 20000;>< css=45 s=-ig f; -id 9; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>9项目地理位置< css=30 s=-ig f; -id 40; mso-oi- 3;>< css=30 s=-ig f; mso-oi- 3;>< css=30 s=-ig f; mgi-boom ; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>附表< ig=c css=45 s=-ig c; mgi-boom ; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>***省新化新宁高***路标段划分及各标段主要工程数量表K64+0-K86+000< s=high 38;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>监理合同段< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>起讫桩号< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>所处***区< ig=c cs=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>里程(公里)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>路基工程< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>桥梁(整幅)(m/座)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>隧道(整幅)(m/座)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>涵洞(m/道)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>渡槽(m/座)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>路线交叉< s=high 595;>< s=high 595;>< s=high 35;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>填方< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>挖方< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>***路面(m2)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>混***路面(m2)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>防护(万m3)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>排水(万m3)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>互通(处)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>通涵(m/道)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>天桥(m/座)< s=high 35;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>数量< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>数量< s=high 445;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>(万m3)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>(万m3)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>面层< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>基层< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>底基层< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>面层< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>基层< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>底基层< s=high 35;>< css=45 s=mso-oi- 3; mso-giio widow-oh;> < css=45 s=mso-oi- 3; mso-giio widow-oh;> < css=45 s=mso-oi- 3; mso-giio widow-oh;>(万m2)< css=45 s=mso-oi- 3; mso-giio widow-oh;>(万m2)< css=45 s=mso-oi- 3; mso-giio widow-oh;>(万m2)< css=45 s=mso-oi- 3; mso-giio widow-oh;>(万m2)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>(万m2)< css=45 s=mso-oi- 3; mso-giio widow-oh;>(万m2)< s=high 595;>< css=45 s=mso-oi- 3; mso-giio widow-oh;>ZGJ2 < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;> < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>K64+0-K86+000< css=45 s=mso-oi- 3; mso-giio widow-oh;>***市< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>229< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>406685< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>***< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>3309< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>3964< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>4338< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>5< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>5< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>59824/8< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>0< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>2329/4< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>3429/42< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>80/2< css=45 s=-ig f; -id 40; mgi-boom 3; mso-oi- 3;><>注:本表数量仅供参考具体以施工图设计数量为准。<>< css=MsoBodTFisId2>< ig=jsif css=MsoBodTFisId2 s=-ig jsif; -ms--jsif i-idogh; mso-giio o;><>< ig=c css=45 s=-ig c; mgi-boom ; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>***省新化新宁高***路标段划分及各标段主要工程数量表K86+000-K24+00< s=high 38;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>监理合同段< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>起讫桩号< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>所处***区< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>里程(公里)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>路基工程< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>桥梁(整幅)(m/座)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>隧道(整幅)(m/座)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>涵洞(m/道)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>渡槽(m/座)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>路线交叉< s=high 595;>< s=high 595;>< s=high 35;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>填方< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>挖方< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>***路面(m2)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>混***路面(m2)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>防护(万m3)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>排水(万m3)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>互通(处)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>通涵(m/道)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>天桥(m/座)< s=high 35;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>数量< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>数量< s=high 445;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>(万m3)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>(万m3)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>面层< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>基层< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>底基层< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>面层< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>基层< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>底基层< s=high 35;>< css=45 s=mso-oi- 3; mso-giio widow-oh;> < css=45 s=mso-oi- 3; mso-giio widow-oh;> < css=45 s=mso-oi- 3; mso-giio widow-oh;>(万m2)< css=45 s=mso-oi- 3; mso-giio widow-oh;>(万m2)< css=45 s=mso-oi- 3; mso-giio widow-oh;>(万m2)< css=45 s=mso-oi- 3; mso-giio widow-oh;>(万m2)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>(万m2)< css=45 s=mso-oi- 3; mso-giio widow-oh;>(万m2)< s=high 595;>< css=45 s=mso-oi- 3; mso-giio widow-oh;>ZGJ2 < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;> < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>K86+000-K20+00< css=45 s=mso-oi- 3; mso-giio widow-oh;>***市< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>380< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>***< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>***< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>2555< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>699< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>666< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>26< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>223< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>648486/23< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>445/< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>42466/95< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>5885/58< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh;>40/< css=45 s=-ig f; -id 40; mgi-boom 3; mso-oi- 3;><>注:本表数量仅供参考具体以施工图设计数量为准。<>< css=30 s=-ig f; -id 42; mgi-boom 3; mso-oi- 3;>附表2< ig=c css=30 s=-ig c; mgi-boom ; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>***省新化新宁高***路大、大、中桥一览表< s=high 6;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>序号< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>中心桩号< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>河名及桥名< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>孔数及孔径< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>交角< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>桥梁全长< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>桥梁宽度< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> 构 类 型< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>备注< s=high 235;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>(孔-m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>(度)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>m< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>上部构造< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>下部构造< s=high 235;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>墩及基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>台及 基础< s=high 95;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>主线< s=high 354;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=24 s=-ig c; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K65+48< ig=c css=45 s=-ig c; mso-giio widow-oh;>石湾铺大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×30+5×30+3×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>336< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-giio widow-oh;>预应力砼(后张)先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-giio widow-oh;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-giio widow-oh;>柱式台,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 345;>< ig=c css=24 s=-ig c; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K65+48< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×30+5×30+3×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>336< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2< ig=c css=24 s=-ig c; mgi-o 005;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K65+25< ig=c css=45 s=-ig c; mso-giio widow-oh;>杨家岭大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4×(4×30)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4860< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续箱梁< ig=c css=45 s=-ig c; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-giio widow-oh;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-giio widow-oh;>柱式台、框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 645;>< ig=c css=24 s=-ig c; mgi-o 005;>< ig=c css=24 s=-ig c; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K65+285< ig=c css=45 s=-ig c; mso-giio widow-oh;>杨家岭大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4×(4×30)+0< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4930< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续箱梁< ig=c css=45 s=-ig c; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-giio widow-oh;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-giio widow-oh;>柱式台、框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 6;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K66+4465< ig=c css=45 s=-ig c; mso-giio widow-oh;>桂花屋场大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×(3×30)+0< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2830< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续箱梁< ig=c css=45 s=-ig c; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-giio widow-oh;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-giio widow-oh;>柱式台/ 框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 6;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K66+440< ig=c css=45 s=-ig c; mso-giio widow-oh;>桂花屋场大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×(3×30)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>260< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续箱梁< ig=c css=45 s=-ig c; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-giio widow-oh;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-giio widow-oh;>< ig=c css=45 s=-ig c; mso-giio widow-oh;>柱式台/ 框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K6+229< ig=c css=45 s=-ig c; mso-giio widow-oh;>阳家冲大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×40+4×40+4×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4480< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K6+229< ig=c css=45 s=-ig c; mso-giio widow-oh;>阳家冲大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×40+4×40+4×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>442< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>5< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K68+850< ig=c css=45 s=-ig c; mso-giio widow-oh;>泰源大桥< ig=c css=45 s=-ig c; mso-giio widow-oh;>(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×30+4×30+3×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3060< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K68+835< ig=c css=45 s=-ig c; mso-giio widow-oh;>泰源大桥< ig=c css=45 s=-ig c; mso-giio widow-oh;>(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×30+3×30+3×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>260< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>6< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K2+6< ig=c css=45 s=-ig c; mso-giio widow-oh;>辰水大桥< ig=c css=45 s=-ig c; mso-giio widow-oh;>(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×40+4×40+< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4×40+3×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>5680< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台、肋板台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K2+6< ig=c css=45 s=-ig c; mso-giio widow-oh;>辰水大桥< ig=c css=45 s=-ig c; mso-giio widow-oh;>(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×40+4×40+< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4×40+3×4< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>5680< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台、肋板台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K3+65< ig=c css=45 s=-ig c; mso-giio widow-oh;>蜡树院子大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>5×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>530< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台/ 框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K3+5< ig=c css=45 s=-ig c; mso-giio widow-oh;>蜡树院子大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>0+5×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>630< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台/ 框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>8< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K4+8533< ig=c css=45 s=-ig c; mso-giio widow-oh;>茶子垴大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×40+3×40+3×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3245< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩、矩形墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台、框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 46;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K4+852< ig=c css=45 s=-ig c; mso-giio widow-oh;>茶子垴大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>0+2×40+3×40+3×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3340< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩、矩形墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台、框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>9< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K5+443< ig=c css=45 s=-ig c; mso-giio widow-oh;>李家园分离式立交(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>0+2×40+4×40+3×40+4×40+3×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>6506< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K5+4260< ig=c css=45 s=-ig c; mso-giio widow-oh;>李家园分离式立交(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×40+4×40+3×40+4×40+3×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>682< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台、框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 234;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>0< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K6+6883< ig=c css=45 s=-ig c; mso-giio widow-oh;>黄泥湾大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×40+4×40+4×40+4×40+3×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>246< ig=c css=45 s=-ig c; mso-oi- 3; ms-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 233;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K6+69< ig=c css=45 s=-ig c; mso-giio widow-oh;>黄泥湾大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×40+4×40+4×40+4×40+3×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>246< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 555;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K8+63< ig=c css=45 s=-ig c; mso-giio widow-oh;>铜盆庵大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×40+3×40+3×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>322< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>(后张)先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>圆柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台/ 框架台,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 555;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K8+6< ig=c css=45 s=-ig c; mso-giio widow-oh;>铜盆庵大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×40+3×40+3×< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>40+0< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3306< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩、矩形墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giiowidow-oh; mso-o-gid-ig o;>柱式台、框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K9+45< ig=c css=45 s=-ig c; mso-giio widow-oh;>白山大桥< ig=c css=45 s=-ig c; mso-giio widow-oh;>(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4×40+4×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>322< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩、矩形墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台、框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K9+433< ig=c css=45 s=-ig c; mso-giio widow-oh;>白山大桥< ig=c css=45 s=-ig c; mso-giio widow-oh;>(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4×40+4×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3246< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 645;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K80+435< ig=c css=45 s=-ig c; mso-giio widow-oh;>肖家湾大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4×30+3×< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>230< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台、框架台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 645;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K80+3805< ig=c css=45 s=-ig c; mso-giio widow-oh;>肖家湾大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×(4×< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>30)+3×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3330< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 645;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K80+32< ig=c css=45 s=-ig c; mso-giio widow-oh;>茅里冲大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>5×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>560< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 4;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K80+435< ig=c css=24 s=-ig c; i-high 5%; -id 9; mgi-igh -05; mgi-f 56; mso-ch-id-co 00000; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>茅里冲大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>0+4×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>33< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 8;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>5< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K83+96< ig=c css=24 s=-ig c; i-high 5%; mgi-igh -05; mso--mgi-igh 00000gd;>周家赧水特大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gd-ig o;>4×30+4×30+4×30+4×30+3×28+60+3×30+3×30+3×30+65+20+65+5×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3000< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁+钢箱梁+悬浇连续刚构箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>空心墩/ 柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台/ 肋板台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 645;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>Z2K83+96< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>966< ig=c css=24 s=-ig c; i-high 5%; mgi-igh -05; mso--mgi-igh 00000gd;>周家赧水特大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4×30+4×30+4×30+4×30+4×29+60+4×30+4×30+65+20+65+5×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3020< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁+钢箱梁+悬浇连续刚构箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>空心墩/ 柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台/ 肋板台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 645;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>6< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K86+3465< ig=c css=24 s=-ig c; i-high 5%; mgi-igh -05; mso--mgi-igh 00000gd;>山冲大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×(3×30)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>830< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台、肋板台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K86+3435< ig=c css=24 s=-ig c; i-high 5%; mgi-igh -05; mso--mgi-igh 00000gd;>山冲大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×(3×30)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>830< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台、肋板台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K86+835< ig=c css=24 s=-ig c; i-high 5%; mgi-igh -05; mso--mgi-igh 00000gd;>上冲大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×(3×30)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>830< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K86+82< ig=c css=24 s=-ig c; i-high 5%; mgi-igh -05; mso--mgi-igh 00000gd;>上冲大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×(3×30)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>860< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>8< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K8+800< ig=c css=24 s=-ig c; i-high 5%; mgi-igh -05; mso--mgi-igh 00000gd;>罗家庄大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4×30+3×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>260< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台、肋板台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 695;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K8+800< ig=c css=24 s=-ig c; i-high 5%; mgi-igh -05; mso--mgi-igh 00000gd;>罗家庄大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4×30+3×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>260< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续 T 梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台、肋板台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>9< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K88+428< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>长鼓铺大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×(3×30)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>860< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台/ 肋板台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K88+428< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>长鼓铺大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×(3×30)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>860< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>圆柱式墩,桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台/ 肋板台, 桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 58;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>20< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K89+965000< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>横丝冲大桥(右幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-gio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>26< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>变宽< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台,摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=24 s=-ig c; mgi-o 005; mgi-igh 39; mgi-f 005; mso--mgi-f 00000gd; mso--mgi-igh 00000gd;>K90+040000< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>横丝冲大桥(左幅)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>6×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>86< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>变宽< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼(后张) 先简支后连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩,摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台,摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K90+8340< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>屋主塘号大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×30+2×40+(35+58+35)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>60< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁+T梁+钢箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>肋板台+摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>22< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K9+320< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>屋主塘2号大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>60< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>48< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续T梁< ig=c css=45 s=-ig c;>< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>柱式台+摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>23< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K9+30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>黄瓜岭大桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>2×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>36600< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>变宽< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>座板台/柱式台+摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>24< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K92+480< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>E59跨线桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>3×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>9600< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>肋板台+摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>K92+490< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>鱼丝田大桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>3×30< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>396< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>变宽< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>26< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K94+4850< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>段家庄大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>366< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+摩擦桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K95+4945< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>车田村大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>5×30+×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>05< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>43< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=jsif css=45 s=-ig jsif; -ms--jsif i-idogh; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁+预应力连续T梁< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>柱式台+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>28< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K9+9900< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>李家园大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>8×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>546< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台/肋板台+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 965;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>29< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K0+640< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>规划S243跨线大桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>5×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>208< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续T梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台/肋板台+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>30< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K02+0250< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>规***道跨线中桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×20< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>66< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>肋板台+摩擦端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K03+4500< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>马形大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>5×20< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>306< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>肋板台/柱式台+端承桩础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>32< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K05+420< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>四龙大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>5×20< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>306< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>33< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K06+6050< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>双牌互通主线大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>5×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>05< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>56< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>肋板台+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>34< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K09+530< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>S336跨线大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>0×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>20< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>408< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续T梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+端承桩基础< ig=c css=45 s=-igc; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>35< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K0+220< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>肇姑坪大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3×20< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>266< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>36< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K2+2650< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>大坑大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>9×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>26< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台/肋板台+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K3+3350< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>唐家冲大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>9×30< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>26< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>38< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K4+0300< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>烟竹寺号大桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>8×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>32800< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续T梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>39< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K4+80< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>烟竹寺2号大桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>×40< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>44800< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续T梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台/肋板台+端承桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>40< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>K20+965< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>谭公岭大桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>8×40< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>60< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>328< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续T梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>K23+5< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>赵家湾大桥< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>6×30< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>05< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>486< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2×25< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 95;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>隆回北互通< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>K8+06< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>熊家冲大桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>左幅:8×30< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>26< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>等宽< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>K42+800< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>右幅×30< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>246< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>等宽< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>K8+90000< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>雷家冲大桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>5×30< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>20< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>56< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>变宽< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+桩基础< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>AK+042000< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>A匝道桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>8×30< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>546< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>三阁司互通< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>BK0+2845< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>B匝道号桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>×20< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>20< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>4600 < ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>05 < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>肋板台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>BK+022< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>B匝道2号桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>2×8+20+3×8+40+60+40< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>2500 < ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>05 < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>钢筋砼现浇箱梁+钢箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>3< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>BK+305< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>B匝道3号桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>*40< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>60< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>4800 < ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>05(变宽)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼简支T梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-gio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>4< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>DK0+60< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>D匝道桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>4×8+8+20+8+2×8+40+60+40< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>3000 < ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>05(变宽)< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>钢筋砼现浇箱梁+钢箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>5< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>FK0+955< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>F匝道桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>25+58+30+5×30< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>26800 < ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>05 < ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁+钢箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>6< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>GK0+32< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>G匝道桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>8*20< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>6300 < ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>9< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>肋板台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>HK0+623< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>H匝道桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>2×8+34+50+34+4×8< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>4200 < ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>05< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>钢筋砼现浇箱梁+钢箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 93;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>8< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>HKK+264< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>沪昆拼宽桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>6×20< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>20< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>2600 < ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>变宽< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>座板台/重力台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 95;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>隆回北连接线< s=high 95;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>L4K+0454< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>合井村大桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>6×30< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>5< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>866< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预制小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;> < s=high 95;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mo-o-gid-ig o;>L4K3+930< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>石门大桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>5×30< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>56< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预制小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 95;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>双牌连接线< s=high 305;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>L5K2+540< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>蔡桥中桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>3×20< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>90< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>6600< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>0< ig=c css=45 s=-ig c; mso-i- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>肋板台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< s=high 95;>< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>L5K2+2< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>伏溪河大桥< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>5×20< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>20< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>0600< ig=c css=45 s=-ig c; ic-ig midd; mso-giio widow-oh;>0< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>预应力砼连续小箱梁< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>柱式墩+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>肋板台+桩基< ig=c css=45 s=-ig c; mso-oi- 3; mso-giio widow-oh; mso-o-gid-ig o;>< ig=c css=30 s=-ig c; mgi-boom ; g-bk-f oid; mso-oi- 3; mso-giio is-ogh;>< s=high 5; mso-ow-mgi-igh 099000;>< css=30 s=i-high 005; mso-oi- 3; mso-i-high- c;><>< s=high 5; mso-ow-mgi-igh 066000;>< css=30 s=i-high 005; mso-oi- 3; mso-i-high- c;>***o><>< s=high 5; mso-ow-mgi-igh 932000;>< css=30 s=i-high 005; mso-oi- 3; mso-i-high- c;><>< s=high 5;>< css=30 s=i-high 005; mso-oi- 3; mso-i-high- c;>< css=30 s=i-high 005; mso-oi- 3; mso-i-high- c;>< css=MsoNom><><><>以上数量仅供参考。< ig=c css=6 s=-ig c; i-high 22; mso-oi- 3; mso-i-high- c;>< ig=c css=6 s=-ig c; i-high 22; mso-oi- 3; mso-i-high- c;><>< ig=c css=6 s=-ig c; i-high 22; mso-oi- 3; mso-i-high- c;><>< ig=c css=6 s=-ig c; i-high 22; mso-oi- 3; mso-i-high- c;><>< ig=c css=6 s=-ig c; i-high 22; mso-oi- 3; mso-i-high- c;><>< ig=c css=6 s=-ig c; i-high 22; mso-oi- 3; mso-i-high- c;>< css=Scio0 s=-ms-o-gid boh oos 8 o;>< hf=h*** css=>上一篇:山河智能复杂地层基础施工成套装备关键技术及产业化标段9 中间平台外焊机器人中标结果公告< hf=h*** css=>下一篇:***卷烟用盒条包装纸采购及服务项目(******月******月)项目五中标候选人公示

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