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第1章总体施工组织布置及规划1.1项目管理方针和目标1.1.1承诺按业主的要求，建立、健全质量、环境、职业安全健康管理体系，在运行中发挥领导作用。1.1.2管理方针“诚信守法，科学管理，精心施工，顾客满意，以人为本，预防为主，保护环境，追求卓越”。以诚信守法为准则，以科学的管理、先进的技术、精良的设备精心组织施工，建造精品工程，以人为本，预防为主，注重环境保护和职业安全健康管理，提高员工素质，不断改善员工和外来人员的工作环境及职业安全健康状况，并持续改进，以优质的服务满足业主及相关各方的要求。1.1.3项目管理目标一、指导思想科学管理、精心组织、精心施工、优质高效、安全文明、均衡有序、产品和服务顾客满意。二、工期目标总工期：3个月，按招标文件的要求于2010年10月31日前竣工。三、质量目标竣工验收的质量评定：合格。四、安全目标无重大安全事故发生。五、环保目标生活、生产污水排放符合当地环保部门的相关规定和排放标准。六、水土保持目标无水土流失，水土保持完好。1.2施工总体规划1.2.1组织机构图为了确保安全、优质、文明、高效地完成本工程的各项施工任务，根据本工程的施工任务和工程特点，我公司将本着“精干、高效、专业”
的原则，选派一批有资质，具有丰富施工经验的工程技术管理人员和施工人员成立本合同段项目经理部，形成以项目经理为核心的施工管理体系，对工、料、机、财等资源实行动态管理，项目组织机构图见下表：项目组织机构图项目经理技术部材料部质检部安全部预算部财务部挖除旧路面、路基、路面施工队项目经理部1.2.2总体施工安排为保证本工程优质高效完成，根据本工程特点，共组织3个施工队伍进场，并明确施工任务。具体施工队伍设置和其施工任务划分如下：◆挖除旧路面施工队负责本工程旧路面的挖除及运弃施工。◆基层施工队负责本工程基层的施工。◆水泥混凝土路面施工队负责本工程水泥混凝土路面的施工。1.2.3项目部主要工程技术管理人员人员配备表
项目部主要工程技术管理人员安排表岗位（部门）单位数量备注项目经理人1全面负责，第一责任人总工程师人1负责本项目技术管理施工员人1现场施工技术管理质检员人1现场工程质量管理专职安全员人1现场安全管理测量工程师人1现场施工测量放线试验员人1现场材料检验预算员人1工程算量预算机械等其它管理人员人2工程机械检修、操作合计人101.2.4主要机械设备配备及需求计划主要施工机具设备计划表序号机械或设备名称型号规格数量国别产地制造年份额定功率KW/H生产能力M3/H备注1挖掘机（含钻、炮头）0.6M31国产20072装载机ZL501国产200718520003起重机QY201国产2007414柴油发电机120KW1国产20081205水准仪S32国产20096全站仪3321日本20097自卸运输车12T3国产20058平地机PY180G1国产20071329洒水车SC41701国产200815810拌合机CLS601国产200811压路机3Y18，211国产2007
1.3施工总体部署1.3.1设备、人员动员周期和设备、人员、材料运到施工现场的方法一、设备、人员动员周期根据工程特点，施工进度计划安排，调集适合本工程施工的各种施工机械设备，在分项工程开工前，按月度施工计划，合理安排设备进场周期，对于需预先调试的设备，则提前进场。在接到中标通知书后，及时调集具有较高管理素质和施工经验的人员进驻施工现场，开展准备工作包括：临时用地的租用、临时生产和生活设施的搭建，解决生产及生活用水、用电及通讯工具，更进一步的现场踏勘和复核测量，熟悉施工图纸，编制实施性的施工组织设计，熟悉合同文件，编写各项规程，准备岗位培训材料。同时组织主要施工机械进场，并配合前期筹备人员进行开工前准备工作，如拌和场、料场地基处理，临时驻地建设。确保工程的施工等。二、人员进场如我公司有幸中标，参加本项目的全体管理人员、技术人员和施工人员将按要求进驻施工现场。本合同段施工人员进场时间将根据工程进度合理安排。三、主要设备进场机械设备根据施工进度计划直接用汽车长途运输到现场或自主开赴现场。四、材料进场本合同段所需主要材料有：砂石料、水泥和钢筋。砂石料：按照就近原则，本工程筑路材料主要取自九江周围，距离施工现场较近，可用汽车直接运输至现场。水泥：在九江市市满足质量要求的水泥厂家采购，汽运至现场。钢筋：在九江市市范围采购，由供应商负责用汽车运到施工现场。1.3.2施工总平面布置及临时生产设施一、施工现场总平面布置图见附表五施工总平面布置图二、施工便道
为了便于施工车辆畅通行驶，确保工程质量和进度，并根据现场实际情况，本工程施工便道可以直接利用九江长江大桥公路为施工便道运输工程材料，同时合理安排好九江长江大桥现行车通行。三、临时生活生产设施施工队驻地、施工场地和项目部驻地等场地，均布设在合理的施工用地范围内。使用前先进行场地平整，硬化后再使用，平整和硬化需满足设计及规范要求。场地布置总体规划见附表五施工总平面布置图。项目经理部拟建于施工现场的西侧及搭设砼拌合站及材料堆放场地。四、临时生产设施本工程临时生产设施主要包括砼拌合站（稳定土拌合站）1座；工地试验室；1台柴油发电机以备急需。五、临时用地计划表见附表七临时占地计划表。第2章主要工程项目的施工方案、方法与技术措施2.1工程概况2.1.1工程概述1.工程名称：九江长江大桥公路桥北岸收费所广场及收费车道水泥路面翻修工程；2.工程地点：九江长江大桥；3.建设单位：九江长江大桥公路桥管理局；4.计划工期：3个月，2010年10月31日前竣工；5.质量要求：竣工验收的质量评定：合格；6.工程内容：本工程为九江长江大桥北侧收费站道路改造工程，全长180米，宽17.9米，主要工作内容包括路基、路面工程，工程数量如下：（1）、挖除旧水泥稳定土基层：391.5m2（2）、挖除水泥混凝土路面：678.6m2（3）、浇筑贫混凝土基层：2619.6㎡（4）、浇筑水泥混凝土面板：2619.6㎡2.1.2气候条件
九江市开发区属于亚热带湿润气候，温暖湿润，四季分明，多年日平均气温17℃历史最高气温43.2℃，年最低气温-9.9℃，七月平均气温29.7℃，二月平均气温4.9℃，年最大降雨量2356毫米，年最小降雨量1046毫米，4—7月为雨季，8—10月为高温季节。2.1.3地形地貌本项目路线为旧路改造，路形已成。2.1.4交通情况本项目施工范围狭小且处于交通频繁的收费站，虽交通便利，但必须合理布置现场，确保日常车辆的通行，保证施工的顺利进展。2.1.5工程用水本项目在九江市边，有丰富的水源，且水质良好，能满足工程用水需求，工程用水可就近取用或直接引用自来水。2.1.6工程用电本项目在九江市边，电力供应充足，施工期间用电搭接较方便、线路短、但需与供电部门取得联系。同时准备一定量的自发电，以备急需。2.1.7路面结构形式本此改建项目处于九江长江大桥北收费广场，收费广场路面为水泥混泥土路面，路面结构组合如下：26cmC35钢筋砼面板+15cmC15贫砼基层+原剩余结构层（路面标高不变）。改建总面积为2619.6㎡。挖除原路面结构厚41cm后再铺筑26cmC35钢筋混凝土面板及15cmC15贫混凝土基层并恢复到原状标高。2.2各分项工程的施工顺序本项目工程施工较为简单，但由于在原有的交通要道上进行施工，所以还必须考虑到交通要道上的行车情况，工程采用道路东西两侧先后施工的顺序，先进行道路东侧施工，有道路西侧通行车辆，再进行道路西侧施工，有新筑的道路东侧进行通车。同时采用逐项交接方式移交给路基、路面施工队施工，按照流水作业的原则，统筹安排各项工程施工。2.2.1路面工程施工顺序本项目路面工程总体施工顺序：挖除原路面结构层41cm→清理并平整原剩余结构层→铺设15cmC15贫砼基层→26cmC35钢筋砼面板。
各分项工程施工顺序示意图26cmC35钢筋砼面板施工15cmC15贫砼基层施工清理并平整原剩余结构层施工挖除原路面结构层施工2.3挖除旧路面的路基层、路面层施工方案本工程属旧路破损翻新工程，在开挖旧路面之前做好准备工作，布置好开挖区段，合理开挖顺序。挖除旧路面基层、面层施工，采用大型挖掘机带钻（炮）头破碎旧路基层、面层水泥混凝土，用装载机装载混凝土块，配用自卸运输车碎混凝土块到指定的废弃场所。开挖时按照施工图的要求进行施工挖除，分板块、分期段，有序地进行，尽量不扰动相邻路面板块，不挖出要求剩余的结构层。2.4贫混凝土基层施工工艺方案2.4.1贫混凝土基层施工要求贫混凝土基层的施工必须在原剩余结构层验收合格后才能进行，施工前必须作一定试验段，以确定贫混凝土基层的松铺系数和最佳碾压湿度。贫混凝土基层经拌和站加水拌和后，可用自卸车运至施工现场卸料，然后先用推土机摊开粗平，再用平地机细平。贫混凝土基层压实应在最佳含水量进行，如果表面水分不足，可适当洒水。碾压时按先边缘后中间的顺序，采用重轮重迭半轮的碾压方法，直至表面无明显轮迹，达到设计要求密实度≥97%。且要求贫混凝土基层从拌和到碾压的延续时间应控制在水泥的终凝时间内。贫混凝土基层施工完成后，应洒水湿润养护至少7天。根据现场情况，尽可能采用分块施工，分块验收的办法，当贫混凝土基层验收合格后，尽快组织砂垫层的摊铺，以保证贫混凝土基层的养生。对于压路机不能作业的区域，贫混凝土基层采用人工配小推车进行摊铺，然后采用蛙式打夯机进行夯实处理，蛙式打夯机处理不到的基础角落，由人工进行平整、压实。
2.4.2贫混凝土基层施工工艺流程图 贫混凝土路基层施工工艺流程图2.4.3施工方法及步骤：2.4.3.1清扫下承层：人工清理下面的水稳层，扫除表面浮石及粉尘，然后洒水润湿，进行下步的贫砼施工。对局部不平或坑槽处用砂浆修补平。2.4.3.2施工放样：在检测验收合格后的底基层上恢复中线，不论直线段还是曲线段，均按10米设一桩，并在底基层两侧边缘设置指示桩，在指示桩上标出贫砼基层顶面的设计标高位置。2.4.3.3贫砼料的拌合，采用贫混凝土专用拌合机1台，拌和机配备自动计量系统配料机能够达到配料准确，拌合均匀，拌和能力为40~60m3/H。2.4.3.4运输：采用自卸汽车将拌合好的贫砼混合料运至现场，待铺。行进中车辆应尽可能匀速行驶，同时维护好行走道路，避免急刹车或路面凹凸不平导致砼离析。2.4.3
.5摊铺：为方便运输车辆通行，路面施工分为两次进行，第一次先施工路中线侧超车道及主车道宽度8.85米，第二次再施作停车带3.4米宽，另在每100米左右长度时预留模板缺口方便运输车辆调头。摊铺采用一台挖掘机进行，利用两侧模板控制砼料的摊铺高度，另在挖掘机后设5~8人专门进行二次整平，确保砼面摊铺平整。2.4.3.6振捣及整平：砼料摊铺平整后，立即进行振捣，振捣先采用8.85米宽的排振进行，排振上均布插入式振捣器18根，单根振捣器振捣范围重叠约10cm。震捣器震捣频率根据现场混凝土塌落度、气温、进料速度具体确定，保证混凝土震捣密实，又不提浆过度，但排振行走速度一般不超过3KM/H，对部分角隅处辅以人工捣固，以防漏振。整平利用人工辅助三辊轴机进行，整平时严格控制路面标高，施工过程中，对多余的水泥浮浆派专人立即铲除，避免对成型路面或下承层的污染。2.4.3..7养护贫砼层在砼表面初凝后立即开始养护，先在表面均匀洒布一层养生剂，再用塑料薄膜覆盖，进行双重养护，以保持表面潮湿，切缝失水后再洒水覆盖。养护期一般为7天，在养护期间，封闭交通。2.4.3..8切缝砼摊铺后，约24小时进行切缝，切缝深度5cm，切缝后将表面清洗干净后，立即进行灌缝，然后再洒水覆盖养生。2.5钢筋混凝土面板施工工艺方案本工程钢筋混凝土面板的水泥采用普通硅酸盐水泥。粗集料应坚硬、耐磨、洁净，符合规定级配要求。水泥砼集料公称的最大粒径不大于31.5mm，砂的细度模数不小于2.5。水泥用量符合规范要求。试验室根据提供到现场的水泥、砂、石料，进行原材料试验，按砼路面设计要求，配制砼试件，选定适合本合同段的砼配合比。当基层强度检测达到100%，质量检验符合要求，施工材料机具等准备就绪，施工组织方案经监理工程师批准后实施。道路砼面层的施工，采用半幅施工方案，即先施工半幅，另半幅开放交通。待半幅施工完开放交通后再施工另半幅，具体方案为：以道路中心为界，将砼路面分为两块大板，每块大板按要求分成各块小板。先行铺筑右半幅路，可全线封闭施工，能有效地加快施工进度。右半幅开通后，左半幅也采用封闭施工。
2.5.1准备工作在施工前应对基层进行弯沉测试，标高、轴线、纵横坡等测试合格率，基层表面要清扫干净，保持一定的干湿要求。2.5.2立模模板采用定型钢模，弯道可采用木模板，模板应无损缺，保证足够的强度，内侧，顶面均应光洁、平整、顺直、纵缝模板伟力杆穿孔眼位准确，模板应支立牢固，接头严密平顺，浇筑砼前，模板内侧应用废机油涂刷一遍或覆盖塑料薄膜。立模前应检测基层的顶面标高和路拱横坡以及基层表面有否磨损破坏，立模的平面位置和高程应符合设计要求，其误差应严于砼路面板质量验收的允许误差，模板的接头以及基层接触处不得漏浆，路上的井框外围应立模分离，立模形状和井框周边的加强钢筋应按设计图纸设置，一般先浇筑井框外面的砼路面板，此时模板支撑在框的内侧，硬化拆模后，再安放好分隔胀缝板将框内砼补浇平顺。2.5.3砼的拌制和运输采用强制搅拌机拌合砼，投入搅拌机的每拌原材料数量,应按施工配合比和搅拌机容量确定,称量准确,电子配料斗计量砂、石、水，开工搅拌第1拌混凝土拌物前应先用适量的混凝土拌合物或砂浆搅拌，拌后排弃，然后再按规定的配合比进行搅拌。搅拌机装料顺序，宜为砂、水泥、石子，或者石子、水泥、砂，进料后，边搅拌边加水。砼拌合物运输宜用自卸机动车。运输道路应平坦、畅通。2.5.4构造钢筋设置本工程按设计要求设置胀缝。胀缝构造：胀缝上端为沥青橡胶混合填缝料，下端用经防腐处理的软木板作为胀缝板，将两侧砼路面隔开，砼路面板中部配置钢筋，最外边的传力杆距接缝，传力杆一端，长度的一半以上（32cm）应涂2-3遍沥青，利于传力杆在板内滑动，胀缝传力杆涂沥青的一端另加套筒，内涂沥青端应交叉设置，以确保传力杆的滑动，套筒应有一定强度，套筒长10cm，直径比传力杆稍大，以传力杆能自由插入为度，顶端与传力杆端头留有3cm空隙，填以棉纱头或麻絮，在胀缝两侧砼板角隅处设角隅钢筋，距板顶大于5cm的放射钢筋由φ6连接筋绑扎在板的上端，在砼自由边设置边缘钢筋，但不得穿过胀缝。沿砼单幅路面纵向设每隔3.5米
宽的纵缝，将路面分隔成各块板；纵缝构造：纵缝上端为塑性沥青填缝料,砼路面板中部配置钢筋拉杆,钢筋的中部涂防锈涂料。纵缝最外边拉杆距接缝或自由边的距离应小于25cm。2.5.5砼摊铺摊铺前检查模板质量、高程、支设稳固和基层平整湿润，模板内侧面涂脱模剂，以及需补强段设置的钢筋网片及拉杆情况，合格后方可摊铺，摊铺砼时应随时检查钢筋所留设的位置及保护层的厚度。砼可以一次摊铺，摊铺厚度应考虑预留高度，此高度在施工初期试验确定，虚铺厚度应考虑振实预留高度，一般在10%左右，用铁锹摊铺时，应用锹反扣，禁止抛掷和耧耙，每仓砼的摊铺、振捣、整平、做面应连续进行，不得中断。若因故中断，应设置施工缝。2.5.6砼振捣、整平摊铺好的砼拌和物，振捣时应先用插入式振动器在模板（或砼板壁）边缘、角隅处初振或全面积顺序初振一次，移动间距不宜大于其作用半径的1.5倍，其至模板的距离应不大于作用半径的0.5倍，并应避免碰撞模板和钢筋，然后，再用平板振动器全面振捣，板与板间宜重迭10～20cm。砼拌合物全面振捣后，再用振动梁进一步拖拉振实并初步整平，有不平之处，应及时铺以人工挖填补平，严禁用纯砂浆填补，进一步滚揉表面，使之提浆调匀调平。2.5.7接缝施工2.5.7.1纵缝施工要求a、拉杆在立模后浇筑砼之前安设，纵缝施工缝的拉杆则穿过模板的拉杆孔安设，浇筑砼时应随时校正拉杆位置，使符合设计要求。b、纵缝槽宜在砼硬结后用锯缝机锯切，并与实际施工缝一致，使缝槽挺直美观。也可以在浇筑过程中埋入接缝板，待砼硬结后拔出形成缝槽。2.5.7.2横缩缝施工要求a、横缩缝缝深必须足够；在设置窨井处，宜调整横缩缝间距“骑”井框设置，但调整后的缩缝间距要适当，不得大于设计规定的间距；锯缝必须及时，在施工尤应注意缩缝每隔3-4块板先锯一条，然后补齐。如天气炎热干燥允许每隔3-4块板先压一条缩缝，防止砼板未锯先裂。b、在邻近胀缝或自由端的2条缩缝内均宜在板厚1/2处加设传力杆，在浇筑过程中埋设，传力杆的一半稍多一些（5cm
）长度涂沥青，但不设带空隙的套筒。2.5.7.3横胀缝施工要点a、胀缝两则的砼板，一般设滑动传力杆传递荷载。传力杆穿过胀缝板，并用钢筋支架固定就位。传力杆的一半长度稍多一些（5cm）涂沥青并套长10cm的小套筒（塑料或白铁皮加工），小套筒留3cm空隙，填以纱头等。也有很多工程不设滑动式传力杆，改在两侧砼板端设置“鼠笼式”钢筋构架加强，钢筋构架在浇筑时埋设，施工方便，且可加强砼板板端强度，效果良好。b、胀缝封缝可预埋套条留出封缝空间，近来更倾向于用两侧锯缝凿出封缝空间，后者胀缝两侧砼板平齐，平整度好。2.5.8做面抹面时严禁在砼表面洒水或撒水泥，当烈日曝晒或干旱风吹时，做面宜在遮阳下进行，做面一般2-3遍。2.5.9拆模砼板做面完成后及时养护，一般为14-21d，采用草袋涵水养护，注意砼板侧边也就覆盖好，拆模时间要掌握准确，拆模时要操作细致，不损坏砼板的边、角，拆除的模板就清除干净，堆放整齐，模板有损伤、变形要及时修复使用。2.5.10砼路面养护：路面浇筑完成后，用麻袋覆盖保水养护，并封闭交通养护。2.5.11施工工艺及技术措施工程所有砼采用取现场集中搅拌，1T机动翻斗车运输，严格控制砼配合比，砼面层的施工工艺及技术措施如下：2.5.11.1施工工艺（见框图）
2.5.11.2技术措施模板必须直立牢固，伸缩缝位置准确，切缝直顺，胀缝设置合理，各工序技术指标符合规范要求，施工若遇下大雨，应停止浇砼，且要用塑料薄膜盖好，防止刚浇砼路面受雨水打击，出现麻面，且应作好施工缝。2.5.11.3与其它路的交叉连接处，严格按设计控制好标高。上述所有技术措施应符合业主代表和监理工程师提出的技术要求及砼路面施工技术规范。2.5.12注意事项在砼面板施工过程中，为确保砼面板质量，除由有施工经验的技术员、工人把关外，还须强调以下几个方面：2.5.12.1砼拌制：严格掌握配合比和材料质量，计量准确。控制加水量，掌握好水灰比。按加料顺序进料，拌和至控制稠度出料，以保证混合料均匀性。2.5.12.2砼运输和浇筑：砼运输须防止漏浆使骨料离析，已离析的混合料不准再用。立模应保证纵平两向适顺，误差符合规范。支撑稳固，空模厚度符合规定。基层表面预湿，若设计有传力杆、拉杆钢筋，则按要求设置就绪后，再按顺序倒料摊铺浇捣，严格控制运输车辆的出料高度，随倒随铺。操作顺序是插入式振捣、平板振捣、振动梁振捣找平、真空泵吸水、磨光机磨面、人工第一道抹面、第二道细抹。这些工序必须在砼初凝前完成。插入式和平板振捣以砼不下沉、不再冒气泡并溢出水泥浆为度。2.5.12.3砼养生：砼养生采用湿养或养护剂养生；在养护期间和填缝前，严禁车辆通行；在达到设计强度的40%以后，方可允许行人通行；需要提前开放交通时，砼板应达到设计强度的80%以上，且车辆荷载不得大于设计荷载。在砼终凝后，根据施工经验或以400/当日平均气温之值来确定切缝时间，以防止砼收缩自然拉裂。在养生结束，嵌缝、铣槽完成后开放交通。养生期间须注意路面的排水。2.5.12.4水泥砼接缝材料应采用加热施工式高弹性填缝料，接缝材料及技术要求应符合技术规范要求。砼板接缝施工应严格按设计和施工规范进行，砼板在养护期满后，缝槽应及时填缝，填缝前必须保持缝槽内清洁和干燥，确保填缝料与缝壁粘附紧密不渗水。
第3章工期保证体系及保证措施3.1工期保证体系机械管理制度：配件计划、维修保养制度、完好率使制度保证组织发动，思想动员开展保工期，创优质竞赛活动总公司：生产副经理→工程处项目部：生产副经理→工程部→计划调度员→工段长总公司：年度计划→季度计划项目部：总计划→月计划→周计划→日调度会调度会制度：日生产检查、汇报、协调落实计划进度考核制度：每月考核与工资奖金挂钩劳动力管理制度：劳动力计划、调配管理、定额管理考核制度材料管理制度：供应计划、材料库存保管、供应施工组织设计、工艺先进合理、技术交底新技术、新材料、新工艺推广应用总公司：总工程师→工程处材料保证：混凝土制备等满足施工进度要求劳动力与设备保证：满足施工进度要求资金保证：工程进度款定期审核签认到位思想保证组织保证计划保证制度保证技术保证资源保证工期保证体系系
3.2工期保证措施“时间就是效益，工期就是信誉”，为使该项目能按合同工期完成，尽早发挥投资效益，拟采取下列措施：3.2.1指挥机构及时到位成立一个强有力的项目经理部，对内指挥施工生产，对外负责合同履行及协调联络。项目部主要成员已经确定，一旦中标，即可到位行使职能。3.2.2施工力量迅速进场本标段中标后，项目部人员可迅速进场，进行施工准备。同时，从本企业抽调具有适合本工程施工经验的技术人员充实项目部技术力量。3.2.3施工准备抓早、抓紧尽快做好施工准备工作，认真复核图纸，积极办理有关手续。保持我方与地方已建立的良好关系，继续取得地方政府及有关部门的支持，确保尽早开工。施工中遇到问题影响进度时，统筹安排，见缝插针，及时调整，确保总体工期。3.2.4施工组织不断优化以投标施工组织进度、工期要求及承诺为依据，及时编制实施性施工组织设计，落实施工方案，报监理工程师审批。施工期间根据实际情况的变化，进行改进、优化，使工序衔接、劳动力组织、机具设备、工期安排等更趋合理和完善，确保完成工期目标。3.2.5建立指挥体系建立从经理部到各施工单位的指挥系统，全面、及时掌握并迅速、准确地处理影响施工进度的各种问题，对工程交叉和施工干扰应加强指挥与协调，对重大关键问题超前研究，制订措施，坚决行使项目经理指挥决定权，及时调整工序和调动人、财、物、机，保证工程的连续性和均衡性。3.2.6实施短期网络控制实施短期网络计划控制，根据项目全过程的网络计划，编制分阶段和月度网络计划，及时进行关键工序的转化，确定阶段工作重点，运用微机进行网络计划管理，及时掌握进度，分析调整，使项目实施处于受控状态。3.2.7强化施工管理强化施工管理，严明劳动纪律，对项目部人员实行动态管理，优化组合，使各项施工作业专业化、标准化。
3.2.8实行责任制实行内部经济承包责任制，既重包又重管，使责任和效益挂钩，个人利益和完成工作量挂钩，做到多劳多得，调动单位、个人的积极性和创造性。根据工程需要，配备充足的技术人员和技术工人，并采取各项措施，提高劳动者的技术素质和工作效率。3.2.9加强设备调度与维护各工区的设备由各工区设备部统一进行调度，提高机械设备的使用、周转效率，各种机械设备优先满足关键工序的需求。项目部部则统一协调各个工区大型机械设备的调度，确保工期目标的实现。切实加强机械设备的检修工作，配齐维修人员，配足常用零配件，确保机械正常运转，对主要工序储备一定数量的备用机械设备。第4章工程质量管理体系及保证措施4.1工程质量管理体系我单位如获中标，签订合同后，切实贯彻执行的质量方针，建立项目质量体系和工程项目经理部质量责任制，明确从项目经理、项目总工程师、到各级管理、质检、试验、技术、操作人员的质量责任，明确各职能部门的质量职责，明确项目施工全过程中的质量监控环节及质量监测点，制订具体的监控措施，明确执行者和检验者，用工序质量保证项目质量，以工作质量来保证工程质量，实现计划质量目标。4.2工程质量保证措施1、确立以“一切为用户着想”的指导方针，牢固树立“百年大计、质量第一”的思想，视质量为企业的生命，健全质量保证体系，制定质量责任制，明确职责、任务和权限条款，成立工程质量创优领导班子，明确课题和质量管理点。2、领导班子应把创优精神宣传至每位参加施工人员心中，以优质管理指导施工全过程。3、我公司与项目经理部共同编制施工组织设计，须经我公司总工及有关技术、质量、工程、安全等管理处审查批准。并按照业主要求在各分项工程开工前编写有关分项工程施工组织设计及技术方案，上交监理及业主审批。4、
严格按图纸、图集、技术规格书和技术规范施工。严格执行设计图纸要求及技术规范、标准、法规，做好自身的施工监督检查工作，设专职质量检查员，建立严格的自检制度。总工程师工地试验室外形检查工程常规检测质安科自检组数据检测施工放样检测操作方法检测各类数据计算机室计算机分析数据处理优化方案项目经理工程质量管理体系5、自觉接受业主代表、监理工程师及质量部门的检查和监督。6、凡构成永久性工程组成部分的建筑材料必须符合图纸和规范要求，应有合格证、质保书。钢材、水泥、砼试拌等应按规范要求的数量送检。砂、石、砼外加剂等，均需按设计要求及技术规范试验合格后方能使用。7、加强工程基线和高程控制点的测设和管理，根据工程师正式提供的导线点和水准点，认真进行复测，并定期检查、交接、保护好。因工程需要增设的控制点，应经常校核和妥善保护，如发现破坏和移动应及时通报工程师，及时补救修复。8、施工中使用的衡器、量具、计量装置等设备、工具，应有相应的技术合格证，并定期由有资格的检测部门进行校验或校正。9、重要分部分项工程实施典型施工，首件工程认可制，确保工程内、外质量。
第5章安全生产管理体系及保证措施5.1安全生产管理体系
5.2安全生产保证措施5.2.1安全保障措施总则本工程安全生产的方针：安全第一、预防为主，科学管理、狠抓落实。在工程的安全控制目标：死亡率为0，重伤率为0.03%，交通责任事故为0，重大机损责任事故为0，施工过程中危险点受控率达98%。认真落实业主单位提出的有关安全生产的指令和要求，现场安全管理和技术工作体现施工技术规范和国家的劳动保护政策，加强事前预防、严格过程控制，落实各级部门安全生产责任制。成立专门的安全管理机构，公司指派3名专职安全员负责施工现场的日常安全管理工作。根据工程特点编制路面作业等安全管理规定。抓好拌和站等关键工序其危险点的安全预控方案的编制和现场落实工作。加强天气预报、水文预报等的接收和监测，合理安排施工进度和相关的作业内容，加强灾后的工程检查、修复工作。加强施工过程的安全技术交底，使操作者熟悉，理解施工过程中的危险因素和安全操作规程，提高操作者的安全应变技能。大力开展“反三违月”、“安全生产周”、“党员身边无事故”、“青年安全监督岗”等活动，形成人人关心安全、个个重视安全的氛围。5.2.2施工安全防范措施1.坚持高空作业配戴安全防护装备，特殊工种必须持证上岗。2.高空作业人员必须经体检合格才能上岗。3.电器操作人员必须穿绝缘鞋；严禁穿拖鞋及喝酒后作业。4.施工电缆布置合理，防止施工过程中的碰撞。当施工过程中外接电源出现问题，备用发电机在10分钟内必须启动使用。5.各工种进行上下立体交叉作业时，不得在同一垂直方向操作。6.夜间施工，照明设施数量、功率必须满足施工要求。7.沿线施工便道，特别是与公路交叉路段必须按照要求配置足够数量的交通标志牌和交通管制人员。8.临时供电及照明线路应满足国家有关现行规定要求，电线接头牢固，电力安全应定期检查。9.项目部配备医师、医务室。医务室加强与当地大医院的联系，定期对工人进行体检。
第6章环境保护、水土保持保证体系及保证措施6.1环境保护、水土保持保证体系建立健全环境保护、水土保持管理体系，项目部由一名项目副经理分管环保，下设环保组专职落实环保措施，检查、监督各工程分部对环保措施的执行，监察收集各项环保数据，并与当地环保主管部门建立联系，不断完善施工期间的环保、水土保持措施，使得保护环境、文明施工得到真正落实，管理体系见下图：安全、质量部部长1、监督施工全过程的环境保护工作和不符合纠正。2、发现并配合解决施工中出现的环境问题。3、开展环保活动和环保培训。4、保证环保设施的有效运行。项目经理工程总工程师主管生产部部长设备物资部部长财务部部长、综合办公室主任1、制定项目环保措施、环保方案。2、监督各项环保技术措施的落实。3、解决施工中出现的污染环境的技术问题。4、组织环保和文明施工培训和考核。1、合理安排生产、减少对环境干扰。2、制订各项环保技术措施。3、保证进场施工人员的文明和技术素质。1、保证使用的各类机械在安全、良好的状态下运行。2、监督操作人员按操作规章作业。1、保证按要求贮存和堆放材料。2、对有毒有害危险品严格管理。3、负责各种施工材料的节约和回收、再利用。1、财务部门保证环保工作所需经费。2、综合办公室负责各项后勤保障符合环保要求。各工序、班组、岗位人员做好职责内的具体工作各工区环境保护、水土保持实施小组6.2环境保护、水土保持保证措施
6.2.1环境保护措施1、废弃物污染控制（1）弃土、弃渣运至指定地点集中处理。（2）砂石料运输过程中全部覆盖，防止洒落或扬尘污染。（3）取土坑及临时用地使用完毕后应修好，及时种植草皮，选用符合当地实际情况的树木、花草进行种植，并确保树木、花草的成活率达到90%以上，以防止水土流失。（4）施工中，对油库、沥青库等重点管理、检查。2、粉尘污染控制（1）混和料拌合场布置时，尽量远离居民区，而且设于居民区主要风向的下风处。（2）严禁随意焚烧各种废弃物；（3）临时用地、施工运输道路及驻地周围要经常洒水，避免尘土飞扬，污染空气。（4）施工用各种粉状材料应采用袋装或其它密封方法运输，不得散装散卸,且尽量存放在室内。（5）施工所产生的垃圾和废弃物质，应根据各自不同情况，分别处理，不得裸露弃置。3、噪声污染控制（1）施工中尽量选择产生噪声较小的工艺，并选用低噪声的施工设备；安装消声减震设施。（2）对车辆、机械加强维修保养，安装消声减震设施，减少噪声污染。（3）合理安排工作进度和工作面，减少在同一地区使用多种动力机械设备。（4）靠近村庄、学校附近的施工点，避免夜间施工。6.2.2水土保持措施临时设施要求做好排水设施，防止施工过程中水土流失，临时设施拆除后，及时做好恢复地表工作，进行植被绿化。驻地根据我公司施工驻地统一要求进行，各种原材料及回收物件按施工部平面布置图规定的位置堆放整齐，不侵占道路，并符合安全防火要求，时刻保持施工现场的环境整洁、道路排水畅通。
搞好食堂的清洁卫生，为现场提供有力的后勤保障。生活区要整洁干净，由综合办公室统一管理，专人负责，加强污水的排放及垃圾处理工作。
第7章文明施工、文物保护保证体系及保证措施7.1文明施工、文物保护保证体系项目经理全面负责文明施工负责人1、监督文明施工工作。2、发现发现并配合解决施工中出现的文明问题。3、负责对施工现场内外的所有标识、围挡及其他文明施工设施的维护。4、保护文物。技术负责人生产调度负责人机械管理负责人劳务管理负责人材料管理负责人其他有关部门1、制定项目环保措施和分项工程的环保方案。2、监督各项环保技术措施的落实。3、解决施工中出现的污染环境的技术问题。1、合理安排生产，减少施工对周围居民的干扰。2、组织个项文明施工措施的实施。1、保证使用的各类机械在安全、良好的状态下运行，避免设备带病运行，致使噪音等指标超标。2、监督操作人员按规章文明作业。1、保证进场施工人员的文明素质。2、组织对职工人员文明施工培训和考核。1、在满足技术要求的情况下整齐、美观储存和堆放材料。2、负责各种施工材料的节约和回收、在利用，保证施工场地的清洁。1、财务部门保证文明施工工作所须金费。2、行政部门负责各项后勤保障符合文明施工要求。各工序、班组、岗位人员做好职责内的具体工作
7.2文明施工、文物保护保证措施7.2.1文明施工保证措施成立现场文明施工领导小组。由项目经理担任小组组长，项目总工负责日常管理工作，下设专职考评人员查名，定期对现场文明施工情况进行考评，及时向总工及项目经理汇报并指出有待改进的地方。在施工现场设置施工单位名称牌、安全生产纪律宣传牌、防火须知牌、安全生产天数牌、项目部人员组织牌和场地平面布置图。在工作场地设置项目方针目标展开图、项目管理概况图、计划完成形象图、QC阶段活动分析图及工作量逐月完成实际进度表。各种原材料及回收物件按施工部平面布置图规定的位置堆放整齐，不侵占道路，并符合安全防火要求，时刻保持施工现场的环境整洁、道路排水畅通。各种施工机械车辆按指定的位置存放，并认真执行。制定物资能源管理办法，并认真执行。落实现场消防措施，保证现场防火安全。生活办公设施布局合理。采取措施，防止施工区域土壤冲蚀。降低噪声。各个施工队、施工区等应紧密配合积极协作。在整个施工过程中，应注意控制车辆和施工机械所产生的噪声不得超过当地政府规定的标准，否则应采取消声措施。保护农田灌溉系统。积极配合地方政府有关部门，采取合理有效措施，维护地方原交通道路的畅通，确保人员、车辆的安全。7.2.2文物保护保证措施在工程建设时发现文物，应立即停工，保护现场，并报告所在地文物行政管理部门进行处理和发掘。经文物行政管理部门赴现场处理后，方可进行下一步施工。对于原有文物建筑，尽量避免施工时对其的干扰，施工临时住房和用地一定要与当地的文物建筑色条风格相协调。
第8章项目风险预测与防范，事故应急预案8.1项目风险预测与防范8.1.1项目风险预测按责任方可以把风险划分为：发包人风险、承包人风险以及第三人风险等。这三种风险既可能独立存在，也可能共同构成，即混合风险。例如，因发包人支付原因和承包人管理水平因素而导致工期延误等即属混合风险。 按风险因素的主要方面，又可将风险分为技术、环境方面的风险与经济方面的风险以及合同签订和履行方面的风险等三种。8.1.2项目风险的防范防范风险一般可以采取三种方式，即控制风险、转移风险和保留风险。控制风险是使风险发生的概率和导致的经济损失降到最低程度，它包括避免风险、消灭风险和减少风险三种。控制工程项目风险的主要措施如下：1、熟悉和掌握工程施工阶段的有关法律法规。涉及施工阶段的法律法规是保护工程承发包双方利益的法定根据，建筑企业只有熟悉和掌握这些法律法规，依据法律法规办事，才能增强用法律保护自己利益的意识，有效地依法控制工程风险。2、深入研究和全面分析招标文件。承包商取得招标文件后，应当深入研究和分析，正确理解招标文件，吃透业主意图及要求；全面分析招标人须知，详细审查图纸，复核工程量，分析合同文本，研究招标策略，以减少合同签订后的风险。3、签订完善的施工合同。基于“利益原则”的承包人应当综合分析、慎重决策，不能签订不利的、独立承担过多风险的合同。施工过程中存在的很多风险，必须搞清楚由谁来承担。减少或避免风险是谈判施工合同的重点。通过合同谈判，对合同条款拾遗补缺，尽量完善，防止不必要的风险；通过合同谈判，使合同能体现双方责权利关系的平衡和公平，对不可避免的风险，应有相应的策划和对策。使用合同示范文本（或称标准文本）从而签订合同是使施工合同趋于完善的有效途径。鉴于中国已经入世，合同的签订也要与国际惯例接轨，国际工程合同必须符合FIDIC合同条件。4、掌握要素市场价格动态。要素市场价格变动是经常遇到的风险，在招标报价时，必须及时掌握要素市场价格，使报价准确合理，减少风险的潜在因素。但在招标报价时往往对要素市场价格变化预测不周、考虑不全，特别是可调价格合同，控制风险必须随时掌握要素市场价格变化，及时按照合同约定调整合同价格，以减少风险。
5、加强履约管理，分析工程风险。在合同谈判和签订过程中，虽然已经发现了风险，但合同中还会存在词语含糊，约定不具体、不全面、责任不明确甚至矛盾的条款。因此，任何施工合同履行过程都要加强合同管理，分析不可避免的风险。如果不能及时透彻地分析出风险，就不可能对风险有充分的准备，在合同履行中就很难有效控制，特别是对风险较大的工程项目更要强化合同分析，及时进行工程结（决）算。 6、管好分包商，减少风险事件。分包给分包商的工程，总包商负有质量、安全、工期等协调和管理的责任，并承担由此造成的损失。所以对分包商的承包工程和其工作，要严格进行管理，督促分包商认真履行分包合同，把总分包之间可能发生的风险，减少到最低程度。 8.2事故应急预案8.2.1组织系统的建立与运转1、建立从公司一级领导到施工现场的施工作业班组的直线领导系统，依靠施工现场的项目经理组织实施。2、一旦事故发生，不管在工地内还是在工地外发生，其结果导致直接施工人员或第三方人员伤亡时应立即将受伤人员送往医院进行救治并向业主代表报告，首先口头报告，然后在事故发生后24小时内提交书面报告，分事故的类别及大小向相关部门汇报。8.2.2救助系统的建立1、设施保证系统现场项目部大门口设立醒目的救急、应急电话指示牌，上面明确急救电话。2、共建安全系统与当地的医疗系统建立直线的对联联系，并在施工现场设立受专业医护培训的临时人员；在办公室及农工驻地张贴当地医疗救助联系电话。3、保证系统凡是施工现场有工人上班，现场的管理人员必须有人值班，以保证现场发生紧急情况时，能够有管理人员进行统一的组织、安排应急管理措施的实施。4、安全教育的落实以积极的态度搞好班前的安全生产教育，对现场的施工人员的安全教育必须有专人负责并长期坚持。8.2.3人员受伤和财产损坏的赔偿
业主代表将把收到的由于项目部行为造成的人员伤亡及财物损坏的索赔要求转达给项目部，同样，项目部应该将索赔人直接交给他的这类索赔要求告诉业主代表。项目部应该做好一切必需的工作，包括将他所收到的索赔要求及时通知保险公司，以保证所有的索赔的要求能得到迅速妥善的解决，还应该让业主代表知晓解决索赔问题的进展情况，否则，业主代表有权直接向索赔人支付项目部认为不应该支付而尚未付清的款项，然后从业主代表将付给项目部的款项中扣除。如果项目部收到一个索赔要求，而他认为应该由业主代表支付时，他必须将该索赔要求理由立即提交给业主代表。第9章其他应说明的事项9.1雨季施工安排雨季施工，应特别注意天气变化，勿使水泥和混合料受雨淋。降雨时应停止施工，但已摊铺的混合料应尽快碾压密实。雨季施工期间特别注意天气变化，做到预先知道，提前安排，做好排水防涝工作。尽可能避免雨天施工。1.雨季施工前，项目部将根据现场具体情况，编制实施性雨季施工计划，对将在雨季施工的工程做出合理安排。2.雨季到来之前，需创造适宜雨季施工的室内和室外工作环境。3.雨季施工保持现场排水设施通畅。对影响路面施工的运输道路，进行必要的改善、整修和加固。4.对主要材料、施工机具要估计在雨季施工期间的储备量，准备好雨季期施工材料，保障有效工作日的施工用材。5.对雨季期施工的构件备好覆盖用的棚盖，防止浇注过程中被雨水淋湿、冲刷。6.底基层和基层在雨季施工注意保证水泥和混合料不遭雨淋，降雨时是应停止施工，已摊铺的混合料尽快碾压密实，集料采取防雨避盖措施，以保证施工含水量可得到有效控制。7.封层、沥青面层雨天不宜施工。9.2保证农民工工资措施为了保证农民工工资，我公司在工程施工过程中严格按照相关规定制定如下保证农民工工资措施。
1、项目部成立农民工工资支付领导小组，项目经理为第一负责人，并将领导小组成员报上一级管理部门核备。2、项目部对被录用农民工进行登记、造册(卡)和农民工工资的支付等相关工作。3、项目部严格按照《劳动法》及有关法规，将农民工资直接支付农民工本人。项目开工前，项目部向建设业主提交不拖欠农民工资的承诺函，项目实施后建立录用农民工登记花名册。花名册一式三份，业主、监理、项目部各执一份，并建档立卷，人员如有变动及时更新。4、项目部在每期计量支付时同时附上本期农民工工资表及上期农民工工资签收表，如实记录支付项目、支付时间、支付对象、支付数额等情况。5、项目部建立农民工工资支付公告制度，每月将农民工工资及对未全额支付农民工工资的工程细目计量支付情况在合同段内进行公告。以确保施工班组和农民工本人对计量支付情况和工资支付情况的了解。6、设立绿色通道及意见箱，农民工有意见或事情可以直接到公司或相关单位反映，并积极为其大力解决问题7、设立农民工工资预留帐户，保证在资金困难的情况下保障农民工工资。8、我公司采取“举证责任倒置”办法，即由用人单位负责举证，企业拿不出工资发放证据就视为欠薪，解决了农民工讨薪时“举证难”的问题。9.3农忙季节施工安排本工程施工以专业施工队伍为主，部份辅助劳力在劳务基地招收农民合同工补充。在农忙季节非关键工序的劳动力可以调节到关键工序上加以补充。在农忙季节采取特殊的经济政策，确保参加施工的普通工人能坚守工作岗位。同所有参加施工的人员签定施工责任书，特别是把农忙季节能坚持岗位作为重要内容，并认真兑现奖罚。加强与当地政府的合作，合理处理当地农忙与工程施工时的干扰。9.4与社会各方协调的保证措施项目部成立专门的协调部门，进场后立即和当地各相关部门联系沟通，并指定一名副经理分管协调，以确保工程的顺利进行。工程进场后，由分管协调的副经理领导协调小组迅速就测量、材料、交通等问题和其它参建单位进行协调、沟通，确保材料及时进场，工程施工顺利展开。
与其它参建单位的沟通尽量在业主的统一协调下进行，以利于问题得到最快、最优化的解决方案。9.5廉政工作为保证工程建设高效优质，保证资金的安全和有效使用，制定以下廉政措施。1、与有关各方签定廉政合同。2、开展廉政教育，设立廉政告示牌，公布举报电话，监督并认真查处违纪行为。3、发现在业务活动中有违反廉政规定的行为，要及时提醒对方纠正。4、不得接受对方的礼金、有价证卷和贵重物品。内部资料，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z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