圆管涵涵施工组织设计

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武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段K7+105异型管涵管座及涵管安装施工组织设计方案一、工程概况武川至格根塔拉（呼市境内）一级公路起于武川县可可以力更镇南，与省道104线呼市至武川一级公路相接，终点位于武川至格根塔拉一级公路呼和浩特市与乌兰察布市交界处。该路是自治区干线公路网的重要组成部分，是呼和浩特市通往四子王旗、二连浩特和锡林郭勒盟的重要运输通道，同时也是国家AAAA级旅游区格根塔拉草原的旅游通道。该项目的建设将有力地提高干线公路网通行能力和服务水平、促进沿线资源开发和发展草原旅游业具有十分重要意义。汇通路桥建设集团有限公司承建的武川至格根塔拉（呼市境内）一级公路土建工程第WGHTJ-1标段，工程位于呼和浩特市武川县东南的S104线处，起讫桩号为K0+000~K17+000，路线长17公里。本项目按平原微丘区一级公路标准建设，设计行车速度为80公里/小时，路基宽度24.5m，分离式路基宽度12.25m，桥梁与路基同宽，全线采用沥青混凝土高级路面，桥梁设计荷载采用公路一级，设计洪水频率大、中、小桥、涵洞及路基1/100。最大纵坡3.3375%，平曲线最小半径500m。我标段工程主要包括路基、防护排水、大中桥、路面结构层等。建设工期为：18个月。二、主要工程数量汇通路桥建设集团有限公司承建武川至格根塔拉（呼市境内）一级公路土建工程第WGHTJ-1标段，工程位于呼和浩特市武川县东南的S104线处， 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段起讫桩号为K0+000~K17+000，路线长17公里。路基挖方m3；路基填方.7m3；5-20m大桥2座，8-20m大桥2座，3-13m中桥2座，8m小桥4道,涵洞35道；防护排水工程砌石66180.6m3，底基层331Km2，基层322Km2，面层373Km2。三、本分项工程具体概述K6+808异型管涵管座及涵管安装分为基坑开挖及基底处理，基础、端墙的浇筑及钢筋绑扎管节预制安装和管身的浇筑。本分项共计用C30砼52.9m3带肋钢筋4998.9kg。本分项工程于2013年6月20日开工，2013年7月20日完工。基坑开挖：6月20日-7月1日、基础浇筑：7月1日-7月10日管节预制安装及管身浇筑：7月10日-7月20日在保证工期的前提下，我们进行了具体的施工安排（详细施工安排见后附施工横道图）。四、项目管理组织机构及人员分工项目经理：王丽强项目总工程师：刘国庆质检工程师：于得海试验负责人：秦连国安全负责人：张菊峰测量负责人：王家煜施工负责人：王振平机械负责人：恩克布林五、材料、人员、设备进场情况 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段1、材料进场情况截止目前，本分项工程所需要的砂子、碎石、水泥、钢筋均已入场，并经检验合格。2、人员进场情况2013年3月1日施工技术人员及管理人员全部到位。同时民工队伍、钢筋工、等人员陆续分期进场。进场管理人员一览表姓名职称职务备注王丽强工程师项目经理王建忠高级工程师质检工程师刘国庆高级工程师项目总工王振平高级工程师结构工程师曹岭会计师财务负责人恩克布林工程师机械工程师连世雄工程师计划计量工程师王家煜工程师结构工程师秦连国工程师检测工程师张菊峰助理工程师安全工程师刘慧敏施工员施工员苗旺技术员测量员赵艳慧技术员试验员樊美文技术员试验员于敏娜助理工程师安全员 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段3、施工机械进场计划进场主要机械、设备情况登记表施工单位：汇通路桥建设集团有限公司机械名称规格型号额定功率（KW）或容量(m3)或吨位(T)进场数量挖掘机CX3601.2m31洒水车BJH5090GSS8000L1砼罐车豪沃10m32振动压路机XS222J251水泥砼拌和站60型75m3/h14、试验仪器试验检测仪器设备登记表施工单位：汇通路桥建设集团有限公司序号设备名称型号及规格单位数量性能状况1电热恒温鼓风干燥箱101─2台2良好2磅秤100Kg台1良好3容积升1─30L套1良好4压碎指标值测定仪150,50台1良好5数显万能压力机WE─1000B台1良好6洛杉矶磨耗机ASTMC131台1良好7针片状规准仪730台1良好8混凝土标准集料筛0.75─53mm套1良好9电动摇筛机92A台1良好序号设备名称型号及规格单位数量性能状况 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段10水泥净浆搅拌机NJ─160B台1良好11水泥标准稠度仪JT─5台1良好12煮沸箱FZ─31A台1良好13水泥胶砂搅拌机JT─5台1良好14水泥胶砂试体成型振实台ZS─15台1良好15标准恒温恒湿养护箱YH─4013台1良好16电动抗折试验机KZJ─500台1良好17负压筛析机FSY150B台1良好18雷氏夹LJ─175套1良好19水泥稠度凝结测定仪GB/T1346─2001台1良好20水泥混凝土搅拌机HJW─30台1良好21水泥混凝土标准震动台HZJ─0.8800*800台1良好22塌落度筒300*200*100台1良好23容积升1─30L1良好24混凝土抗压试模150*150*15040良好25混凝土抗折试模150*150*55012良好26WE─1000B型万能试验机WE─1000B台1良好27标准养护室间1良好28GPS华星套1良好29全站仪GTS335台1良好30水准仪苏一光台1良好六、工程施工技术方案 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段（一）施工准备1、施工前期的准备工作：（1）施工前，组织技术人员对涵洞的控制点进行布控，报监理工程师审批合格后方可进行下道工序的施工。编制符合施工需要的施工组织设计，合理安排施工。（2）专门组织技术业务培训，学习本工作范围内的有关质量、安全及环境保护知识，明确职责，经考核合格后，方准上岗工作。（3）与当地气象台站保持联系，随时关注天气变化，及时掌握天气信息，以防止天气变化对混凝土施工影响，做好晴雨表的记录。（4）加强对施工人员的安全教育培训，并制定相应的安全救援预案，保证施工的顺利进行。2、原材料的准备：(1)水泥采用冀东P.O.42.5水泥，碎石厂选用平安碎石厂，砂子厂家选用后家赖砂厂，钢筋选用包钢与宣钢提供符合设计要求规格的钢筋并经监理工程师检验合格批复后使用。(2)所用骨料必须清洁，不得使用含有土块、杂草等不洁净的物质。在掺用含有钾、钠离子添加剂的混凝土中，骨料中不得混有活性材料，以免发生碱－－骨料反应。(3)在浇筑混凝土工程过程中，根据施工方法，合理选用外加剂，以保证砼的质量(4)拌合水一般采用饮用水或洁净的天然水都可作为拌制混凝土用水，但污水、工业废水、ph值小的酸性水、硫酸盐含量(按so4)超过水重约1％的水，不得用于混凝土中。控制塌落度。（5）我部人员已对图纸审核完毕，已理解设计意图和设计文件的全部内容，并根据图纸对涵洞进行了实测，根据测量，现场地形基本符合设计文件。对进场材料我们进行了如下试验： 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段（6）水泥标号试验，砂子的筛分和含泥量试验，碎石筛分、针片状、含泥量和压碎值试验。我们对不同标号和配合比的混凝土室内配比试验和砂浆室内配合比试验并且根据施工的需要，移设水准点至涵洞附近，并且测放了纵、横向控制桩。﹙二﹚异型管涵施工的工艺流程异型管涵施工的工艺流程为：测量放样→地基处理（砂砾换填）→管节预制(统一购买)→管座基础浇筑→管节安装→端墙浇筑→管节砼浇筑。1、测量放样异型管涵在施工之前，首先要通过测量放样来确定涵洞平面轴线位置、涵洞长度以及施工宽度，并用石灰放出边线。施工放样时，必须注意管涵的全长与管节的配置以及洞口端墙的准确位置。2、地基处理在管座基础施工之前，必须对基础地基进行处理。基础必须位于同一土层上，进行基底的清理与整平，夯实至符合设计的要求。3、基础浇筑管座基础采用混凝土基础。混凝土基础分两次浇筑：管下基础厚度在34厘米，管节安装后再浇筑管底以上部分的管座基础，基础采用C30混凝土，管基砼施工分两次浇筑：先浇筑管底以下40CM部分，并注意预留安放管节坐浆砼2~3CM，待安装管节后再浇筑管底以上部分，并保证新旧砼的结合。表面部分进行拉毛处理。4、管节通过指定厂家预制、购买安装，管节受力状态均采用按承载力极限状态进行配筋计算，按正常使用极限状态裂缝宽度验算。装卸不应损坏管节。预制管节安放，注意管节的配置及洞口端墙的准确位置。5、端墙浇筑 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段首先要测量放样，然后支模板，模板加固好后再进行浇筑。浇筑过程中要严格检查有无漏浆、漏振等技术问题，沉降缝外观线条必须顺直，待混凝土达到一定强度时拆除模板。6、管底以上部分砼施工及防水层处理：待管节安放结束，保证管底流水面高程及设计坡度要求后，进行防水层处理。防水层处理结束后，进行管底以上部分砼浇筑，以固定管节。防水层及砼施工严格按规范、设计要求和技术交底施工。7、施工要点a、钢筋混凝土圆管涵每隔4-6米设一道设沉降缝，沉降缝贯穿管基混凝土，其位置已设在路基中部和行车道外侧为宜，缝宽1-1.5厘米，缝中填沥青麻絮。上班圈从外往里填，下半圈从里往外填。b、施工流程：现先浇筑管基砼，强度形成后，安装管节，再浇筑管周砼，并保证新旧砼的结合。c、砼管节、端墙墙身、帽石、基础、管基、及浆砌片石等工程均应加强养生。d、涵管运输时使用专用固定装置，以免相互碰撞而损坏，装卸和安装就位时严禁高位滚落、撞击，应使用吊车装卸和就位。七、质量控制措施1、建立了以项目经理为主管负责人的全员全过程的质量管理，明确分工，各负其责，健全质量保证体系并保证体系的有效运行。2、抓思想教育，提高质量意识：针对施工中实际存在的问题对现场技术员和各施工队进行质量教育，从模板接缝到混凝土的浇筑一点一滴的进行，熟悉施工工艺和质量标准。3、严格技术交底制度，保证工序质量。A、将各道工序的技术标准、质量标准、施工方法、施工工艺、保证质量、保证安全措施等向施工员、工班长书面交底。 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段B、施工技术交底执行书面交底，包括结构图、表和文字说明。交底资料必须详细准确、直观、符合设计、施工规范和工艺细则要求，并经第二人复核确认无误后，方可交付施工员、工班长，交底资料妥善保存备查。4、测量队负责开工前做好全线导线点、水准点的联测工作，报监理工程师复核认可后投入使用。施工测量中确定放样数据准确无误，确保测量精度，测量成果报监理工程师确认，并要做好桩位的保护工作，定期复核。5、本着“试验先行”的原则：除了进行混凝土抗压强度、配合比等试验，在浇筑前进行配合比调整。当混凝土运输车运至浇注地点后，对其和易性和坍落度分别进行试验，对于本标段的钢筋混凝土暗板涵，其基础为C30混凝土，台身为C30混凝土，其坍落度要严格进行控制。6、在浇筑混凝土前对安装好的模板用钢尺或测量仪器进行反复检查，并将其严格控制在允许偏差之内。7、为保证混凝土表面平整光滑、无蜂窝状、无泌水现象，我们将采用大模板，对一些特殊形状的构件，将制作定型模板，以确保混凝土表面光滑、线型美观。8、为使混凝土形成密实、均匀的整体，振捣混凝土时，插入式振捣器的移动间距不能大于振捣器作用半径的1.5倍，每30cm为一层，且插入下层混凝土内的深度为5—10cm，振捣时不得碰撞模板。每一振点的振捣延续时间为20—30s,以混凝土不再沉落，不出现气泡，表面呈现浮浆为度。9、浇注完成后要对混凝土的养生工作加强管理，以防混凝土因养生不到位出现混凝土裂缝强度不合格等现象。八、文明施工和安全生产保证措施<一>文明施工1、在工程施工中，尽量采取了合理措施保护现场及其附近的环境，以避免因施工引起的污染、噪声和其它因素等造成伤害或妨碍。2、在工程施工过程中，存放好各种设备及多余材料，从现场清掉所有垃圾或者不再需要的临时设施。 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段3、将在分项工程的施工现场实施标志牌管理，标志牌上注明分项工程的作业内容、质量要求及负责人做到清晰明了。4、在全标段内埋设公里桩和百米桩，桥涵构造物简介及工程概括说明，并插彩旗、彩条布，加强对现场的文明施工管理。5、加强施工现场管理，周围居（农）民和闲杂人员不得进入施工区域内。临时房屋的布置要符合防火安全和工地卫生的规定，宿舍通道畅通，门窗严紧，通风采光良好。物料堆放整齐，并有标识。<二>安全生产1、为了确保施工安全，保证施工生产任务顺利进行，我项目部将建立建全了安全生产组织机构，成立了项目部、施工队、民工班组三级安全生产小组，“安全第一，预防为主”抓质量、保进度，强化安全思想教育工作。2、对职工、民工连队进行安全教育，定期进行安全检查、考核。3、结合工程实际，采取一系列的防范措施，制作各种醒目的安全警示标志，安放在高低线路、桥桩、配电室、大型机械作业场地等部位，在基坑部位四周用彩旗与彩条布圈住，并要求在现场作业人员必须配戴安全帽。4、施工期间加强对施工人员及民工的安全教育，分发劳动用品，防止在施工期间发生事故，保证各项工作有序进行。九、环境保护措施1、在工程施工中，应采取一切合理措施保护现场及其附近的环境，以避免因施工引起的污染、噪声和其它因素对公众财产等造成伤害或妨碍。2、在工程现场发现所有化石、钱币、有价值的物品或文物，以及有地质或考古价值的其它遗物、建筑结构等均为中华人民共和国财产，应采取有力措施，防止任何人员移动或损坏。 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段3、每道工序完成后，及时清理现场的废弃土石方，涵洞内、边沟内、路肩上、边坡上及工程用地范围内的废弃土石方，全部清除干净。4、施工队伍的生活施工废水、废杂物及机械排出的油污，不得排入农田或排入饮用水源以及灌溉渠道和水库。十、工期的保证措施在实施过程中，我们将积极组织，动态管理，确保工期进度目标的实现。为确保工期目标的实现，特制定以下措施：1、优化施工方案，优化配套机械设备，提高设备利用率和机械化作业程度，为工程施工赢得时间，确保工期。2、精心编制实施性施工组织设计，实行动态网络管理，及时高速各分项工程的计划进度和劳动力调度。3、加强组织领导，按照“精干机构、精良设备、精兵强将”的原则组建项目经理部，根据工程特点投入足量的专业化施工队伍进行施工。4、做好施工准备工作。5、重抓质量、安全，以促进度，确保不出任何安全质量事故，精心施工，加强预测方法，科学施工，确保工程顺利开展。6、强化施工调度指挥与协调工作，超前布局谋势，密切监控落实，及时解决问题，避免搁置延误。重点基础上或工序采取垂直管理，横向强制协调的强硬手段，减少中间环节，提高决策速度和工作效率。7、严密组织，精心安排工序，实行均衡生产，掀起阶段施工高潮，提早解除工期警报。8、加强材料管理，保证合格材料供应。项目经理部设专业计划部 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段，根据材料计划采购材料。9、强化施工调度指挥与协调工作，超前计划，密切监控落实，及时解决问题，避免搁置延误。十一、工程质量管理体系及保证措施〈一〉质量保证体系1.质检体系：项目部设有质检部，配备有专职质职工程师，各施工队和作业班设兼职质检员。项目部实行分级管理制度，质检工程师配备与其职责相匹配的质检仪器、设备、工具和书籍，为其提供充分的装备。2.试验体系：项目部设工地试验室，为试验室配备与其相适应的仪器、设备保证工程试验数据的真实准确性，以充分反映结构实体内部质量状况。3.检测体系：项目部设工程部测量队，配备全站仪、水准仪等，以满足本工程所需。〈二〉质量保证措施1、建立施工组织设计的审批制度2、施工图纸复核制度3、技术、质量交底制度4、现场材料质量管理a.严格控制外加工、采购材料的质量。b.搞好原材料二次复试取样、送样工作。5、计量器具管理 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段a.工程部和中心试验室负责所有计量器具的标定、使用及管理工作。b.现场计量管理器具必须确定专人保管、专人使用。他人不得随意动用，以免造成人为的损坏。c.损坏的计量管理器具必须及时申报修理调换，不得带病工作。d.计量器具要定期进行校对、标定；严禁使用未经标定过的量具。十二、安全生产管理体系及保证措施〈一〉安全保证体系保障施工人员、工程的安全，避免工程施工对周围环境的干扰，加强环境保护是我们对项目服务的又一宗旨。〈二〉安全生产保证措施1、建立起完善的、能有效运行的安全管理领导组和管理体系，行使安全监察职能。2、利用各种宣传工具，采用多种教育形式，使职工树立安全第一的思想，以“安全第一，预防为主”为宗旨，保证施工生产。3、在施工中认真实施标准化作业，严肃施工纪律和劳动纪律，杜绝违章指挥和违章操作。4、各级领导在下达生产任务时，必须同时下达安全技术措施，检查工作时，必须总结安全生产情况，提出安全生产要求，把安全生产贯彻到施工全过程中去。5、 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段认真坚持执行定期安全教育、安全讲话、安全检查制度，设立安全监督岗，支持和发挥群众安全人员的作用，对发现事故隐患和危及到工程、人身安全的事项，要及时处理，作出记录，及时改正，落实到人。6、施工中临时结构必须向员工岗前技术培训和安全技术交底，对大型临时结构进行安全设计和技术鉴定，合格后方可使用。7、临时房屋、照明线路、库房都必须配置足够的消防设施，避雷设备。8、施工过程中，对油场、油库等重点岗位进行重点管理、检查，做到安全可靠，万无一失。9、施工前确认施工范围内（地上，地下）的各类设施，发现电线、电缆、管道及其它建筑物，按要求妥善处理。施工现场及交叉口设醒目的安全标志，设专人指挥。10、加强与当地政府、公安、交通等部门的联系，做好与地方群众的工作，使其尽力支持建设，处理地方事务，确保安全生产。十三、环境保护、水土保持保证体系及保证措施〈一〉环境保护措施施工中水土保持工作和对自然环境的保护工作至关重要，开工后，针对本标段自然地理环境特点，施工现场环境保护工作全面规划，因地制宜。严格按照《环境保护法》及《水土保持法》要求，积极维护当地自然环境和居民清洁适宜的生活、劳动环境，尽可能保持原有绿化防护，最大限度地减少施工对自然生态的破坏，保护环境，防止水土流失。为此制定如下措施。 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段1、水环境保护措施2、大气环境及粉尘的防治措施3、固体废弃物管理措施①施工营地和施工现场的生活垃圾，应集中堆放。②施工和生活中的废弃物经当地环保部门同意后，运至指定地点。③报废材料或施工中返工挖出的材料立即运出现场，并及时进行处理。4、噪音管理措施〈二〉环境保护具体措施1、落实门前三包环境保洁责任制，所有施工现场以外的公用场地禁止堆放材料、工具、垃圾等杂物。2、设专人对所有进出场地的车辆进行冲洗。运碴汽车用塑料编织布或雨布覆盖车厢，不得落石掉碴，不得污染道路。3、把施工期弃土运输派洒水车对施工便道进行洒水降沉。4、地面设沉淀池，对施工废水和地下水进行沉淀净化，以防止泥浆、杂物堵塞下水道，防止污染地下水。5、临时占用人行道及道路，必须严格执行申报审批的规定。6、施工中采取有效的技术措施，保证地面上施工影响范围内的建构筑物、地下管线、道路交通的安全。制定保护管线的措施，妥善保护各类地下管线，不明管线应先探明。7、 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段发现地下文物，暂停施工，及时上报文物主管部门，处理结束后，方可恢复施工。8、对工地上使用的空压机、通风机等噪音比较大的机械均设置消音装置，控制施工噪音。9、对所有易产生粉尘的工序，采取降尘、隔尘和通风措施。10、工期间，密切与当地交管部门协同做好施工期间的交通疏解工作，密切与当地环保部门及人民群众的关系，细心听取他们的意见，及时改进。〈三〉水保措施1、水土保持设施要坚持“三同时”，与主体工程同时设计、同时施工、同时投入使用。保护原有植被，对合同规定的施工界限内、外的植被、树木等等尽量维持原状。2、营造良好环境。3、保护野生动物，严禁施工人员猎杀野生动物。4、及早施作防护工程、排水工程和裸露地表的植被覆盖，防止水土流失。5、工程完工后，及时彻底进行现场清理，并按设计要求采用植被覆盖或其它处理措施。6、对有害物质，按规定措施处理后，运至监理工程师指定地点进行掩埋，防止对动、植物造成损害。十四、文明施工、文物保护保证体系及保证措施〈一〉文明施工措施 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段1、加强宣传活动，统一思想，使广大干部职工认识到文明施工是企业形象、队伍素质的反映，是安全生产的保证，是工程优良、快速施工的前提，增强文明施工和加强现场管理的自觉性。2、严格组织施工管理，开展文明施工，创标准化施工现场。施工前应做到全员教育，全面规划，合理布局，化害为利，为当地居民创造和保持一个清洁适宜的生活和生产环境。3、项目经理部内由办公室设专人负责文明施工管理工作，与当地有关部门经常联系，针对工程特点，对下属施工队提出施工过程中文明施工要求，定期进行检查。4、施工作业不得损坏用地范围外的耕地、树木、果林及水电设施，临时用地事先将表层耕植土集中堆放，施工道路经常洒水，避免粉尘污染。〈二〉文物保证体系及措施在施工过程中，发现地下文物时，如古墓、钱币、化石等有考古、地质研究价值的物品，或其它有价值的地下构造物时应立刻采取有效保护措施，并通知业主、报有关文物部门。文明施工、文物保护保证体系框图 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段文明施工保证体系（小组）后勤经理技术科材设科安全科施工队长项目经理制定岗位职责执行文明施工管理办法和检查评分标准执行有关安全施工规程标准，文明施工管理办法等技术员材料员设备管理员施工员安全员项目办编制施工总平面布置图按平面布置图堆放材料悬挂设备标牌和规程标牌临建施工符合规定，各作业面材料堆放整齐，做到工完料尽、脚下清安全监督检查，督促隐患整改，查处不文明施工行为。保证现场道路畅通管理人员佩戴胸卡，厨、厕卫生、宿舍干净整洁，办公室制度齐全。垃圾如池，无常流水，常明灯，进行全员施工教育。维护社会治安，注意环境保护。图物相符、散料成方、型材成垛机械设备及时清洗、保养项目经理组织自检、操作人员持证上岗项目办每日检查，文明施工领导小组周五检查检查情况汇报，提出整改及奖惩安全监督检查反馈 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段十五、目风险预测与防范，事故应急预案〈一〉项目风险预测与防范1、项目实施工过程中存在的风险（1）质量与安全风险 质量与安全是施工企业永恒的生命线，也是工程项目重要的管理内容，一旦发生质量与安全事故，不仅给伤者本人及家庭造成巨大的痛苦，同时也将给企业带来相应的经济损失。     （2）项目施工管理风险 总包项目施工过程中有时由于工程本身规模较大，技术难度及要求高，管理上难免顾此失彼而造成风险。 （3）项目经理作为对施工项目全面负责人，其素质、能力往往是项目目标实现的关键所在。（4）材料价格风险 建设工程项目成本的60％——70％以上都是材料成本，任何一种主要材料的大幅波动都会给项目带来巨大的影响。2、项目竣工阶段存在的风险 施工项目竣工后，如不能及时办理工程竣工验收、编制工程竣工决算，即可能造成项目财务结算滞后，不能及时收回工程结算尾款，增加项目的资金负担。同时又延长了工程保修时间，增加工程保修费用，从而使项目成本增大，也会带来相应的风险。 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段3、工程施工项目风险的防范策略  工程施工项目风险防范的前提是树立合同意识、风险意识和索赔意识。在具体的防范控制中有以下几个策略：（1）风险回避策略 为预防项目立项阶段所面临的业主风险，在投标报价前，认真分析业主所在国的政治、经济状况，业主的工程款落实情况和支付信誉；在编标报价阶段，熟悉招标文件，做好现场勘查，在单价和总价中考虑风险因素；如果发现项目所面临的风险超出自己所能承受的限度，及时终止项目以规避风险。（2）风险降低（减少）策略有效降低（减少）风险，着重把握好两大环节：a.项目施工过程中这一环节。把握这一环节首先要制定先进的、经济合理的施工方案，以达到缩短工期、提高质量、降低成本的目的。其次，在项目实施过程中，要实行全面成本控制，按照所选定的施工方案，严格按照成本计划实施和控制。一是降低材料成本。二是降低人工及机械费用。三是降低施工管理费用。b. 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段项目施工完成后这一环节。及时办理竣工验收，编制工程竣工决算，按照施工合同规定的时间办理决算送审。对于设计变更部分或因业主原因导致的停工损失、场地狭窄而发生的材料倒运费等费用及时进行现场签证，追加合同价款办理工程结算，确保取得足额结算收入，加速竣工工程款的收取。其次，在工程保修期内，项目经理部根据实际工程量，合理预计可能发生的维修费用，并制定保修计划，以此作为保修费用的控制依据。根据实际情况，项目部可委派专人或由就近施工的人员代管，尽量节约开支。 〈二〉事故应急预案为了最大限度地减少或消除施工或工作中可能发生的职业健康安全紧急情况或意外事故所造成的损失，避免或减少可能伴随的职业健康安全影响，特制定本应急预案。1、本应急预案包括以下紧急或意外情况：（1）高空坠落、物体打击、机械伤害、触电、坍塌等造成的人员伤亡；（2）火灾、爆炸事故；（3）重大施工机械设备事故；（4）集体食物中毒与中暑、施工中毒与窒息事故；2、项目部设应急领导小组，隶属于总部安全生部，其组成及主要职责如下。（1）项目经理:全面负责应急处理工作，领导应急处理的指挥和协调，向上级领导单位报告应急处理工作。（2）工程技术部:协助主管生产的领导，到现场协助指挥和协调，并负责组织应急情况的处理，做好重大事故的救治和善后处理工作。（3）安全部:负责项目部火灾、爆炸、集体中毒事故应急准备的管理，检查各施工队伍、项目经理部火灾、爆炸、集体中毒事故应急准备的控制措施。（4）其他相关部门:根据职责分工，协助作好应急预案的管理 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段十六、支付保障措施〈一〉农民工工资支付保障措施1、加强对劳动合同的管理，按《劳动法》签订规范的劳动合同，制定农民工工资保障措施，并按国家有关规定办理农民工医疗保险，主动接受劳动保障部门的监督。2、按照业主和监理工程师的要求建立农民工工资发放台帐，在每月计量支付款到位后，按照工资表发放给每个农民工。3、建立农民工进场登记表考勤和工资发放报表制度。4、完善工作机制，疏通处理渠道，专人负责、处理及时、客观公正。按照各自职责进行处理，不相互推诿。建立健全拖欠农民工工资举报制度，设立举报箱、开通举报电话，并设专人负责接待来访举报。5、劳务工资支付必须按劳动合同执行，确保每个季度支付超过80%的农民工工资，年终必须支付全部农民工应得的报酬。劳务人员离开工地，项目部将其工资及其福利待遇全部结清，并经本人签字确认。〈二〉材料支付保证措施1、财务部积极筹措资金，设立材料款专项资金，对业主拔付的材料款不得挪用,保证材料款专款专用；2、各部室按照工程计划部的安排，组织好人力、物力，有计划，有程序的组织备料工作，保证备料工作有条不紊的开展；3、 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段材料入场后，要按照指挥部的要求进行堆放，报监理部进行验收；由工程计划部审核计划执行情况；4、严格按照规定，检验材料数量、质量。对于不合格材料必须严格杜绝进场。5、支付材料款项时，须填写“材料付款申请单”。如实填写备料情况，由计划部审核计划执行。各部门要严格按照指挥部的要求，各司其职，保证材料工作的顺利进行。〈三〉机械支付保证措施我公司将按照投标时机械设备表提供自有机械,自有机械实行公司内部机械管理办法,如因工程工期等因素增加外租机械时,将严格按照设备租赁合同执行。十七、其他应说明的事项〈一〉施工后期场地恢复措施1、优化临时占地使用方案。尽量少占农田耕地。2、非占不可的，占用前到当地相关部门办理手续，签订临时用地协议用推土机、装载机将表层种植土铲运堆放到指定位置；离场时将场地整平，覆盖种植土，并达到相关要求。3、非耕地占用结束后全面清除砼等坚固设施，并同砖瓦、生活、施工等垃圾一起拉到指定位置处理，恢复原状。〈二〉施工生产、生活用电（水）的保障措施1、 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段协调好与地方政府和群众的关系，把工作做到前面，以减少对施工的干扰，为施工全面展开创造条件。2、细致了解掌握当地水文天气等方面的信息，制定可行的特殊季节施工措施，合理安排施工顺序，落实到位，保证进度。3、加强设备管理与维护，提高设备的完好率、利用率和施工机械化作业程度。4、配备足够的油罐车和洒（运）水车保证施工用油料与施工、生活用水。5、各工程队配备生活车辆购买生活用品等。6、驻地生活用水取自当地生活水源，施工用水根据当地具体情况选取符合要求的水。7、电力供应：在合同工程施工中，生活、办公及施工用电，均考虑安设变压器或自备发电。〈三〉工程节约措施1、精心施工，认真操作，保证工程质量，避免质量事故的发生造成人力、材料、机械等方面的浪费。2、严格按照工程总体计划，合理安排施工流程和施工流水步距，做到有条不紊，有进有出，避免人力、机械的窝工现象。3、严格掌握机械使用计划，加强机械施工管理，充分发挥机械使用效率，机械使用上应安排紧凑，用完及时离场。4、严格按照计划及施工要求，分期分批地供应现场施工材料，避免积压；现场实行限额领料制，杜绝浪费。 武川至格根塔拉（呼市境内）土建工程WGHTJ-1标段5、开展科研活动，广泛征求合理化建议，及时总结经验，采用新工艺、新材料及合理的方案，在保证质量的条件下，达到节约的目的系数a模型非标准化系数标准系数tSig.B标准误差试用版1(常量)1.482.6372.326.022PEP.148.106.1451.394.166PR.509.107.4564.758.000PRS-.112.101-.075-1.109.269 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