成都技校校区运动场施工组织方案

一、施工组织设计第一章、编制依据(一)、编制依据（1）、成都市技师学院分院建设工程运动场施工招标文件的相关要求；（2）、根据有关质量、职业安全健康体系及程序文件要求；（3）、施工现场水文地质、地貌的具体情况；（4）、国家省、市政、地方政府颁布的相关法令、法规；（5）、本单位类似工程项目的施工经验、施工技术力量和工程管理水平以及我公司的机械装备实力、劳动力、等实际情况；(二)、编制原则根据本工程的特点、功能要求，本着对业主资金合理利用，对工程质量的终身负责，以“科学、经济、安全、优质、高效”创一流管理的指导思想为编制原则。（1）、遵守招标文件各项条款要求，认真贯彻落实业主、设计的要求。（2）、严格遵守设计图纸、国家标准、行业标准、施工技术规程、质量评定验收标准的有关要求和规定。（3）、在实事求是的基础上，力求先进、科学合理、经济适用的指导思想，自始至终对施工质量实施全员、全过程、全范围严密监控。（4）、在施工组织机构建立上立足专业化，选用最有经验的管理人员和具有技术专长的技术人员组成 强有力的施工组织管理的核心层，全面负责工程的施工进度、工程质量以及人力、物力、财力的分配和安全保证等,直接对业主和监理工程师负责。（5）、在机械及检测仪器配置方面加强管理，不断提高机械化施工和劳动生产率，为保证工程质量、工程工期提供有力的物资条件。（6）、在工程施工上，仔细分析，合理安排施工计划，用统筹方法组织平衡流水作业和立体交叉作业，不断加快工程进度。（7）、在施工方案的制定、施工工艺的选择、施工技术的实施方面立足规范化、标准化，落实各项施工技术措施，确保工程质量和工程工期。（8）、精心进行现场布置，节约施工用地，组织文明施工，搞好环境保护。（9）、严格执行施工验收规范、有关操作技术规程，加强生产管理，确保工程质量、工程工期和施工安全。本公司有幸参与此次投标，应感谢贵方对我公司的信任，在明确工程项目概况、工程范围、环境条件、工期计划，准确把握业主招标文件中所提出的要求的前提下编制本方案，本方案力求结合工程实际，思路先进、可操作性强。(三)、施工技术规范和标准《GB/T14833-93塑胶跑道标准》中国田协评审的《国际田径协会联合会田径场地设施标准手册》中国田径协会审定的《田径竞赛规则2002-2003》国际田径协会联合会《田径场地设施标准手册》；《建筑设计资料集》；《中华人民共和国招标法》《中华人民共和国计量法》 《中华人民共和国劳动法》《建设工程质量管理条例》《施工现场临时用电安全技术规范》《建筑施工安全检查标准》（CBJ301-88）《建筑工程质量检验评标准》（CBH301-88）《建筑机构荷载规范》（GBJ9-87）《工程测量规范》（GB50026-93）《城市绿化工程施工及验收规范》（CJJ/T82-99）《城市环境卫生设施设置标准》（CJJ27-89）《建筑机械使用安全技术规程》（JGJ33-86）《建筑机械技术实验规程》（JGJ34-86） 第二章、工程概况（一）、工程概况（1）、建设单位：成都市兴蓉投资有限公司（2）、工程名称：成都市技师学院分院建设工程运动场B标段（3）、工程内容：田径场、足球场、铅球场的基础；排水防水及相关配套工程；（4）、工程地址：崇州分校内。（二）、运动场概况：本标段工程已进入施工阶段，即将开始场地施工。（1）、场地平面：场地已经平整。（2）、田径场基层为30cm厚级配砂石，垫层为15cm厚C15砼。足球场基层为30cm厚级配砂石，垫层为12cm厚砂质黄土和6cm种植土。（3）、田径场面层采用13㎜厚塑胶透气型面层，足球场面层采用国产优质草籽混播，草坪抗老化性能、阻燃性能、力学性能、环保指标及相应其它性能满足现行国家及行业技术标准要求。（4）、场地设计与施工规范要求概况：场地为混凝土基础平整度要求达到3米靠尺，正负误差不得大于3㎜，密度达到97%的标准。（三）、运动场材料要求：（1）、级配砂石基层材料：采用天然，粒径为0.4～0.074㎜的砂粒含量＜35%，0.5～2㎝的砂石含量＞30%，碎石含量＜35%，最大粒径＜6㎝。（2）、混凝土基础材料：机械拌合C15砼，分块浇注。 （3）、塑胶材料：跑道为透气型聚氨脂塑胶，表面为EPDM塑胶颗粒；（4）、采用黑麦草、高洋毛等草籽播种。（四）、工程特点本工程工程量大，工期短，本标段工程地点分散，管理要求严格，质量要求严。（五）、项目管理目标（1）、工期目标本标段各分校项目施工总体目标：从正式开工之日起（按业主要求的时间，且满足“三通一平”进场施工要求）85个总日历天内达到竣工交付使用条件。本分校区工程阶段工期控制目标为：运动场地基层施工在40个日历天内完成。运动场地面层施工在35个日历天内完成。（2）、质量目标确保工程一次性验收合格，并观感质量评定达到85分以上，争创文明、标准规范化优质工程。（3）、安全目标确保不发生任何安全事故，杜绝一切安全隐患的存在。（4）、文明施工目标达到安全文明样板工地标准（5）、竣工保修承诺 竣工保修时间均严格按建设部所规定的保修期限执行，且终身提供优质的维修服务。 第三章、施工项目管理机构配备（1）、施工组织管理A、我公司将选派骨干力量立即进驻各个分校现场，全面负责协调工程质量、工期、进度，安全及文明施工等的管理工作。B、我们公司领导对工程项目的建设十分关注，除在对项目部赋于人、财、物管理和使用权益，还将在关键部位、关键时刻亲临现场。项目部全体管理人员对该工程都具有很大的信心和决心，随时服从建设单位和项目部的择优上岗，认真完成该任务的实施。C、定期召开办公会议，解决、协调、平衡工程进展中有关技术、资金、劳动力、机械等问题，确保工程施工快速、优质、顺利进行。D、进入项目部全体管理人员将实行动态管理，并对分管内容作责任风险承包，责任、管理、岗位和分配挂钩，和风险挂钩，项目经理随时可以根据建设单位、监理提出的理由进行处分，调离和奖励；并将随工程施工的不同位进行增派和调整管理人员和部门。（2）、施工项目部管理职责A、项目经理项目经理是企业法定代表，是在工程项目的代理人，受法定代表人的委托，对分校项目的施工全过程、全方位负责。监督和领导分校各项目经理完成本标段项目工程。负责工程合同的起草、洽淡、签约和管理分区。B、项目副经理主要职责其主要职责是: a.负责组织指挥本工程项目的实施，行使项目管理的职能，对建设单位负责；b.负责组建各校项目经理部，调配并管理项目所需的人才、资金、物资、设备等生产要素；c.负责处理与本项目有关的外部联系，作好配合协作工作，严格履行合同施工的节奏工期要求，每月召开生产、安全、质量、协调等生产例会。d．对工程项目质量、进度、工程成本、工程安全、创标化负主要责任；e．做好标化管理等工作，对现场标化、卫生、文明负责，督促各部门履行岗位职责，注意职工饮食卫生、个人劳动用品使用得当，做好职工的文明施工的教育，达到省级双标化工程。f．有权决定项目内部具体的分配方案和承包形式。C、项目技术负责人项目技术负责人对工程建设过程中的技术和质量负责。并对新技术的运用，项目关键技术进行研究和采用。（拟派项目技术负责人简历表附后）其主要职责是:a.审核工程施工方案和关键部位交底工作，并对主要施工技术负主要责任，对工程项目中特殊技术组织技术人员进行攻关。b.本着对建设单位负责的态度，除负责施工图会审外，还应对图纸设计的合理性，施工节奏的可靠性和工程设计的经济性，提供必要的术建议，节省投资。c.积极解决工程建设中的技术难题，参加重点部位的技术复核工作，解决已经发生的技术难题。认真实施十项新技术，确保工程达到全国新技术示范工程金奖。 d.对工程质量负责，认真对建设单位承诺，争创鲁班奖目标，展开进行管理，对工程质量通病等认真防治。做好精品，做出精品。（3）、管理部门职责本工程项目经理部的组建本着“精干高效、结构合理、团结协作”的原则进行，在项目经理的直接领导下，运用现代化管理方法、手段及先进科学技术对项目进行计划、组织、指挥、协调、控制、管理，实现工程目标，其各部门的主要职责是:A、技术部负责编制审核工程施工方案和施工技术交底工作；负责施工图会审和竣工图编制工作；负责处理工程技术问题、参加重点部位的技术复核工作。B、质量部负责工程全过程的质量管理工作、组织质量交底工作；负责隐蔽工程验收和技术复核工作及分部、分项工程的质量评定工作；负责做好工程技术资料的收集、整理、归档和项目计量管理与试验工作。C、工程部负责编制工程总进度计划和月、旬施工计划及统计工作；负责材料供应商的考察、选择、协调和管理；负责项目实施过程中的安全交底和管理工作。D、采购部负责编制项目的采购计划并组织实施； 负责材料供应商的考察、选择、采购、管理工作；负责采购物资的进货检验、入库、保管和验证工作；负责施工机具设备的调度、使用、管理工作。E、工程造价部负责编制工程成本预算工作和合同交底管理工作；负责协助项目经理对工程合同的起草、洽淡、签约工作；负责工作量和决算复核与审计工作。F、财务部负责项目资金管理；负责工程款的收支工作；负责项目成本预测、核算和管理。G、综合部负责现场标化管理和治安保卫工作；负责接待和后勤生活保障工作；对外负责与相关部门的协调联络工作；H、安全管理部负责现场设备、设施、施工条件的安全；负责教育各承包方的安全意识，监督安全工作的落实；负责对重大构件、关键部位、主要施工方案中安全措施的落实等。I、运动场基层施工队：负责运动场基层砼、砂石基层的施工。J、运动场面层施工队：负责塑胶面层涂刷，画线、绿化及附属工程。K、安全施工队：负责现场围护结构的安装及建筑物拆除。 （4）、质量管理牢固树立“质量第一求效益，用户至上创信誉”的精神，正确处理好“质量、工期、成本、安全”四者关系。坚持“二级监理，五步到位”的质量控制标准，消灭返工现象，以工作质量保证产品质量。二级监理制度：总承包部的质量监理——建设单位委托的社会监理。五步到位制度：在分项工程施工中，施工管理人员要做到:操作要点交底到位；上、下工序交接到位；上、下班交接到位；关键部位的检查、验收到位；各种材料设备和加工构件进场验收到位。（5）、技术管理项目选派总工程师为主的班子，认真编写施工组织设计和各主要工程施工项目单项施工方案。并组织技术小组针对具体的方案进行分析讨论，达到科学合理。 重要部位实行总工程师批准令，对主要混凝土浇捣、钢结构的吊装、动场的基层及面层等必须经过工程师签署批准后方可进行。依靠和运用我公司在建筑施工中的成熟经验，充分发挥广大工程技术人员及施工管理人员的聪明才智，不断运用新工艺、新技术优化施工方案，对各种经过讨论确定的施工方案严格执行，充分发挥技术工作在施工管理中的领先和指导作用。 （6）、经济责任制管理落实各项经济责任制，对工程管理人员加强定岗、定职教育，制定严格的奖罚制度，加强每个管理人员的工作责任感，消除各种可能导致不良后果的隐患。（7）、计划管理以合同确认的总工期及控制计划为依据，做好各种工作及各工序间施工搭接的协调工作，加强动态控制和计划调整。（8）、现场管理我公司在众多工程项目的施工中，获得了建设单位及社会的好评，树立了良好的企业形象。同样，在本施工过程中，我们将继承发扬以前的良好传统，在确保质量、安全及进度的同时，认真执行有关施工现场标准化管理规定，文明施工，处理协调好各方面关系，真正做到“场内优质工程，场外民心工程”。（9）、工程成本控制管理本工程在实施的全过程中，以搞好工程管理为基础，确保工程质量为根本，坚持企业是利润中心、项目是成本中心的原则，进一步完善项目成本核算制度和责任会计制，加强成本管理，减少浪费，降低消耗，不断创新，对工程成本的控制依据设计概算，实行切块包干，动态管理，并着重控制四个环节:工程报价的单位与总价控制；工程款支付的数量与质量控制；工程款使用的流向与计划的控制； 工程决算与产品交付的控制。（10）、劳动力管理择优选用劳动力队伍，加强劳动纪律及劳动技能的教育和培训，充分发挥劳动力的潜在力量，确保工程正常顺利进行。（11）、施工现场管理施工单位进入每个分校施工前，应向建设单位提供其施工及构件堆放所需场地面积、部位，以便于合理安排施工场地。施工道路：现场施工进场道路保证其畅通，进场道路路基密实度满足车辆通行要求。施工用水：现场用水与建设单位衔接好后，按建设单位指定地点接入并安表计量施工用电：施工用电必须有专业电工进行操作，凡无证人员及不属于指定的劳务电工均不得在工地上私自接电。各配电箱内应考虑用电插座，确保正常供电。严格按安全用电规程进行振作，一机一闸，配电箱必须上锁，且由专业电工统一进行管理，每天定时关箱。垃圾清理：应做好各自的落手清工作，做到工完料尽场地清。废弃物与垃圾的处理按要求集中到指定地点统一处理。 第四章、施工布置（一）、施工准备根据每个分校区内的现场环境和施工实际需要，布设临时施工用电、用水线路、搭设各类必要临时设施，现场施工办公室，职工临设及相配套的生活设施。根据施工总平面图，做好测量定位工作，以便灰线弹出后，及时放出工程桩位，平整地面。项目部组织现场施工管理人员熟悉施工图，并进行图纸会审。收集各类技术资料，根据ISO9002质量体系要求，列出本工程有效文件清单，编写施工组织设计，施工方案经逐级报批后实施。根据各阶段需要，劳动力分批调集进场，做好进场人员的三级安全教育。做好周边围护，确保施工安全，现场入口处，做好车辆冲洗槽和沉淀池，以免现场泥砂带出场外，污染环境。（二）、材料配备为保证工程的顺利进行,以工程施工图预算实物量和施工组织设计为依据，在工程开工前，首先做好材料、设备的准备工作，按各个分部、分项工程的施工时间，列出数量、规格和进场时间。如有甲供材料应与甲方作好材料名称、品种或型号、数量及交接货时间、地点的衔接工作。 主要周转材料投入计划表材料名称单位计划投入量φ48钢管米900钢模板平方米180钢扣件个1000彩钢板（围栏用）米540（三）、施工进度计划详见附表（四）、施工总平面布置一、施工总平面图布置原则施工平面布置应充分利用现有场地和空间，精心安排，周密规划，合理布局。合理布置起重机械和各种施工设施，科学规划施工道路，尽量降低二次运输费用。尽量采用装配式临建设施(活动房)，提高安装速度，尽快投入使用。临建设施要本着“有利生产、经济适用、安全防火、环境保护和文明施工”的要求进行布置。二、施工平面图布置依据各运动场总平面图、运动场基础做法图施工图。施工部署和主要施工方案。各总进度计划。 施工现场安全防火标准。三、现场围护本标段各施工场地沿施工区或范围周边安装彩钢围墙，围墙1800mm高。施工现场进行封闭式管理。四、现场道路确定（1）、现场道路布置原则：施工现场道路尽量布置成环形，出入口至少两个，以保证物资运输畅通无阻。施工道路的布置应方便物资运输及装卸，使物资转运量尽量小，转运路径尽量短。在满足现场需要的情况下，施工道路总长度应尽量减少，以使经济指标满足要求。（2）、道路设置利用原有紧靠施工场地道路和附近校内已建道路，作为交通通道。五、现场材料堆场（1）、材料堆场的设置原则：不占正式工程位置，不影响施工，方便料具管理。尽量靠近道路，方便材料运输和装卸。尽量靠近起重机械，将材料一次运至作业面，减少二次搬运。（2）、材料堆场设置施工现场砂石露天存放，水泥存放在水泥库中。六、现场临时建筑 （1）、现场临时建筑布置原则靠近交通路线，方便职工上下班及对外联系。不占正式工程位置。尽量采用装配式房屋，可周转，经济实用。满足施工需要（2）、临建设施各分校根据场地情况，综合考虑现场管理组织机构设置情况等各方面因素，临建总面积共215㎡。办公用房：甲方办公室20.5㎡，监理办公室19㎡，我方办公室16㎡，食堂15㎡，工具房9㎡,材料库18㎡，保卫室7.5㎡，砼搅拌楼占地10㎡，停车场40㎡，料场50㎡。七、临时用水设计利用场工场地边缘靠道路边原有自来水管道增加取水点三处，场内施工用水采用φ25软橡胶水管连接至各用水部位。八、临时用电设计电源由各校区内已建配电房接出，采用三相五线制BLV25㎜2铝芯电线至施工现场配电箱，再沿道路和场地之间绿地架空敷设并设置三个分配电箱。 第五章、运动场基础层施工方法各个运动场施工分为基础施工及面层施工两部分，基础工程为挖填土石方，基层，垫层；运动场面层包含塑胶跑道，足球场混播草坪，及运动场排水等附属。1、土石方工程基础土方采用挖掘机开挖，人工铺助；路基土方采用挖掘机开挖，挖掘机装自卸汽车运输。填方采用推土机配合人工整平，振动压路机压实。余方由自卸汽车运到弃土场(弃土场位置由业主或监理工程师现场指定)。2、级配砂石底基层（1）施工准备1)材料级配砂石：砂石必须符合设计和规范要求。水：水质必须符合规范要求。2)机械准备级配砂石基层配备的机械有：装载机、平地机、压路机、洒水车、自卸汽车等。3)作业条件底基层的下层为土层。各项检测指标必须符合有关规定，并验收合格。检测项目详见规范要求。运输、摊铺、压实等设备及施工人员已就位。4)技术准备施工方案编制、审核、审批已完成，并得到监理工程师的批准，技术交底已完成。 材料符合设计规范要求，试验合格，并得到监理工程师的批准。现场的测量放样工作已完成。直线段每20m设桩，平曲线每5～10m设桩，并测设路基边桩，标示出土层顶面设计高程。（3）、施工方案(1)运输与布料。材料装车时，要控制每车料的数量基本相等。根据各路段的宽度、厚度及设计密度计算各段需要的材料数量，并计算料堆的堆放密度，卸料时料堆距离要严格控制。在同一料场供料的路段内，宜由远到近卸置集料。(2)摊铺要通过试验段确定的松铺系数，并确定松铺厚度。卸料后及时用平地机将砂石均匀摊铺，表面力求平整，并按规定的路拱进行整形，在整形过程中，注意消除材料的离析现象。用压路机在已初平的路段上快速碾压一遍，以暴露潜在的不平整，并采用平地机进行精平。(3)碾压在直线和不设超高的平曲线上由两侧路肩开始向路中心碾压；在设超高的平曲线段，由内侧路肩向外侧路肩进行碾压。碾压时，后轮必须超过两段的接缝处。后轮压完跑道全宽时，即为一遍。碾压一直进行到规定的密实度为止。终压时静压1～2遍，使表面无明显轮迹。压路机的碾压速度头两遍以采用1.5～1.7km/h为宜，以后用2.0～2.5km/h。路面的两侧要多压2～3遍。严禁压路机在已完成的或正在碾压的路段上调头或急刹车，碾压要密实且表面无明显轮迹。（4）、基层养护：碾压检验合格后，应进行洒水养护，并禁止车辆通行，养生期不少于2天，以保证基层有足够的水分，并达到设计强度。 基层质量的测试：基层的质量检测，首先检查其表面不得有浮料、脱皮、松散、压路机的轮迹深度不得大于5㎜，回弹模量≥500MPa,7天后回弹模量≥350MPa,对应弯沉值<53(1/100)㎜。土床压实基层测量放样集中运输摊铺静压一遍整形震动压3～5遍质量检测静压一遍洒水养护材料准备取样检验3、混凝土基础层的施工方法：本工程砼采用现场搅拌砼。砼质量应严格对水泥、砂、石均应做出试配，并做出配合比。严格控制砼的坍落度，只能允许在±30mm以内。 （1）、机具配备：砼搅拌机、斗车、插入式振动器、平板振动器、水准仪、水平仪、靠尺、铁板、广线、试模、坍落度筒。（2）、原材要求水泥：配制砼所用水泥应采用硅酸盐水泥、普通硅酸盐水泥、矿渣硅酸盐水泥。水泥性能必须符合现行国家有关标准。水泥进场必须有出厂合格证或试验报告，并应对其品种、标号、出厂日期等进行抽检。当对水泥质量有怀疑时，应复查实验，并按试验结果使用。骨料所用粗、细骨料应符合现行国家有关标准规定。碎石最大粒径不得超过结构截面最小尺寸的1/4。对于现浇板石子粒径不宜超过板厚1/2，且不得超过50mm。水拌制砼宜采用饮用水。当采用其他来源水时，水质必须符合国家现行标准《砼拌合用水标准》的规定。砼用掺用的外加剂外加剂的质量应符合现行国家标准的要求；外加剂的品种及掺量必须根据对砼必须根据对砼性能的要求、施工及气候条件、砼所采用的原材料及配合比等因素经试验确定。（3）、砼配合比 砼配合比必须经过对所用原材料进行试配确定。砼的配合比应符合下列要求：骨料最大粒径必须满足要求。砂筛分通过0.315mm筛孔的砂不应小于15%。砂率宜控制在内40%—50%。最小水泥用量宜为300kg/m3。砼坍落度宜为5～7cm。（4）、砼拌制搅拌砼应严格按配合比计量，称量偏差不得大于下表规定。同时，各种衡器应定期校验，保持准确；骨料含水率应经常测定，雨天施工应增加测定次数。砼原料称量允许误差材料名称允许偏差（%）水泥±2粗、细骨料±3水、外加剂±2（5）、砼运输：本工程采用汽车与斗车将砼运输至所需浇筑点。（6）、砼浇筑根据设计要求按不同构件、不同部位的砼强度等级、性能要求及工程量，采购达到质量要求水泥和砂石。砼浇筑前应清除砂石基层表面杂物清除干净，垫好保护层，加以充分湿润和洁净。（7）、砼振捣 每一振点振捣延续时间，应使砼表面出现浮浆和不再沉落为宜。当采用插入式振捣器时，振动棒移动间距不宜大于振捣器作用半径的1.5倍；振捣器与模板的距离，不应大于其作用半径的0.5倍，并应避免碰撞钢筋、模板、预埋件等；振捣器插入下层砼内的深度应不小于50mm。当采用平板振动器时，其移动间距应保证振动器的平板能覆盖已振实部分的边缘。加强节点处、转角处、钢筋密集处振捣，此部位可用小直径振动棒，保证振捣到位，不得出现漏振现象。（8）、砼自然养护在已浇筑的砼强度未达到1.2N/mm2以前，不得在其上踩踏或安装模板及支架。砼养护应由专人负责进行，对砼表面洒水养护时，不得将水龙头直接放在砼板上任其自流。对已浇筑完毕的砼，应加以养护，并应符合下列规定：砼浇筑完毕后的12h内应对砼加以覆盖和浇水；砼的浇水养护时间不得少于7d，对掺有外加剂的砼或有抗渗要求的不得少于14d；浇水次数应能使砼保持湿润状态；砼养护用水应与拌制用水相同。（9）、砼质量检查在拌制和浇筑过程中应按下列规定进行检查。检查拌制砼所用原材料的品种、规格和用量，每一工作台班至少两次。检查砼在浇筑点的塌落度，每一工作台班至少两次。在每一工作台班内，当砼配合比由于外界影响有变动时，应及时调整、检查。 应进行抗压强度试验。用于检查结构构件质量的构件，应在砼浇筑地点随机取样制作。试件的留置应符合下列要求：每拌制100盘且不超过去100m3的同配合比的砼，取样不得少于一组（每组3块）。每工作班拌制的同配合比不足100盘，且浇筑不同标号、不同结构部位时，其取样不得少于一组。同条件养护试件的留置组数，可根据实际需要确定。（10）、采用现场搅拌砼来浇筑时的必须注意以下事项：砼浇筑前，应作好配合比试验，并由专人负责过磅计量，搅拌过程中不得随意变动。浇筑过程中，应分批作坍落度测试。浇筑过程中，应经常观察模板、支架、钢筋、预埋件、线管、预留孔的情况，发现问题应立即停止，在砼终凝前修复。为了保证已浇好的砼在规定龄期内达到设计强度，并防止产生收缩缝，砼应认真养护，养护用水为自来水，浇筑完毕应根据具体情况及时进行养护，具体养护方法按相关规范及标准执行。同时，还应根据季节、温度及是否掺有外加剂等，分别采取相应措施进行。砼浇筑过程中，现场应派专人按有关规定取样制作试块并接受建设单位或现场监理代表的监督，确保砼试块取样的正确性、代表性和真实性。对砼强度的评定应分单位工程，相同标号的砼基础与主体分别进行评定。 第六章、运动场面层施工方法实施方案：面层施工采用塑胶透气型面层，直接铺设于水泥混凝土基层上，铺设出来的面层平整度佳，压实度均匀，弹性硬度符合国际田联的要求。（一）、塑胶跑道工艺流程局部修整测量放线喷涂EPDM面层摊铺吸震层局部修整清洁场地测量放样准备工作（1）、塑胶面层施工工艺流程：滚涂塑胶底层检测平整度，验收检测平整度，验收竣工验收画线 （2）、施工准备：A、材料准备：单组份胶水、EPDM、进口画线漆、胶粉、黑胶粒等原料。B、施工机具及用具：a、塑胶摊铺机：1台b、颗粒搅拌机：1台c、高压喷涂机：1台d、塑料桶：4只e、铝合金刮板：4只（每只长2.5米）f、手推车：5辆g、空压机：1台h、刮腻子刀：8把i、化线机j、存料仓库（防火、防潮、防盗）k、木板、塑料薄膜若干（临时填排水沟盖板上排水孔用）l、塑料活动临时防雨棚C、施工人员：总计100—120人a、修边、捡平20人b、放线15人c、塑胶搅拌机15人 d、运料35人e、摊铺塑胶25人E、塑胶跑道技术指标：a、硬度（邵氏A）：35—50b、弹性%：≥20c、抗拉强度Mpa：≥0.7d、扯断伸长率%：≥90e、阻燃性：1级f、热空气老化70*168小时≥0.09g、耐候性2000小时：≥0.09h、压缩变形10%小时：4±1I、磨耗减量cm3/1.6km：1.45j、热膨胀系数：11C1.6*10k、耐水性：强度伸长20·C*7d21.5㎏/cm2340%70·C*7d16.4㎏/cm2310%i、耐油性：强度　　　伸长 20·C*7d33.5㎏/cm2280%70·C*7d27.4㎏/cm2200%（3）、塑胶跑道施工质量保证措施塑胶面层颜色均匀一致,不脱胶,不起泡,各种道线、点位清晰鲜明，明显虚边。跑道面层防滑颗粒大小要在2~3mm之间,颗粒均匀,无秃粒现象。厚度：根据基础面层3×3米网格的位置，重新放网格线进行塑胶面层标高检验，塑胶面层标高与基面层实际高之差就是塑胶跑道面层厚度，合格率要求在95％以上。平整度：≤4mm用3米铝合金靠尺检测横向坡度合格率均在90％以上。（二）、人工混播草坪1、选择两个以上草种应具有互为利用、生长良好、增加美观的功能。2、混播应根据生态组合、气候条件和设计确定草坪植物的种类和草坪比例。3、同一行混播应按确定比例混播在一行内，隔行混播应将主要草种播在一行内，另一草种播在另一行内。混合撒播应筑播种床育苗。4、铺设草块应符合下列规定：　a、草块应选择无杂草、生长势好的草源。在干旱地掘草块前应适量浇水，待渗透后掘取。　b、草块运输时宜用木板置放2～3层，装卸车时，应防止破碎。　c、 铺设草块可采取密铺或间铺。密铺应互相衔接不留缝，间铺间隙应均匀，并填以种植土。草块铺设后应滚压、灌水。5、养护A、施工完工后，定期浇水养护。B、绿化植物在生长过程中，经常遭到各种病虫危害，影响植株的正常生长和观赏效果。百菌清、代森锰锌，在6—9月的高温季节用粉锈宁每半月一次，锌硫磷、呋喃丹交错使用每半月一次，用来杀死地下害虫。混播草坪施工工艺流程图准备工作测量及放样黄土回填种植土回填种子撒播周期养护完成 （三）附属工程1、拆除建筑物（1）施工准备1）清除被拆建筑物倒塌范围内的物质、设备。   2）疏通运输道路，拆除施工中临时水、电源。设备。   3）切断被拆建筑物的水、电、煤气、暖气、管道等。   4）向周围群众出安民告示，在拆除危险区设置警戒区标志（2）具体措施1）使用风机等工具对砼、砖砌建筑物凿除。2）废弃残渣运输到业主指定地点。2、排水沟砖砌体：1）、挡墙用砖、水泥、砂、石材料必须符合设计或规范要求。2）、为保证砂浆与砖具有良好的粘结力，砌筑前，砖应浇水湿润。砖砌体应上下错缝，内外搭接，采用一顺一丁或三顺一丁的砌筑形式。3）、砖砌体的水平灰缝应饱满，竖向灰缝应采用挤浆法，使其砂浆饱满，严禁用水冲浆灌缝。4）、砖砌体的水平缝厚度和竖向灰缝宽度一般为10㎜±2㎜。5）、砖砌体转角处和交接处，应同时砌筑，对不能同时砌筑的，应砌留斜槎。斜槎长度不应小于高度的2/3。接槎时，必须将槎清理干净并湿润，填实砂浆，以利良好衔接，保持灰缝平直。6）、砖墙抹面时，应清除砖面上的尘土和杂物，并湿润砖面后抹面。抹面后应注意养生，防止风干、暴晒后空鼓裂缝。 施工水泥砼时，必须确保配合比正确，根据材料的干湿度，严格控制好水、沙、石的配比，注意砼的和易性、塌落度。 第七章、质量保证措施我公司各级领导和有关职能部门及项目经理部全体人员将对本工程质量高度重视，在总结类似工程施工经验的基础上，继续坚持“质量第一、信誉至上”的原则，运用科学的管理方法，制定严格的质量控制措施，大力推广新技术、新工艺和新材料，做到精心组织、精心施工，将本工程建成优良工程，让业主满意。一、加强职工进场质量思想教育，坚持“质量第一、预防为主”的方针，增强质量意识。二、以确保本工程质量达到优良标准为目的，建立质量管理目标,按单位工程落实到单位及人员，从项目的各部门到班组，层层落实，明确责任，制定措施。三、推进施工项目质量目标管理程序化、标准化、规范化工作。四、依据相关工程施工技术规范和招标文件设计图纸，按施工组织设计编制单位工程施工作业指导书，报监理工程师审批后严格按施工作业指导书施工。五、做好图纸会审和设计交底工作，让所有施工人员都领会设计意图和质量技术要求，严格执行分项工程质量技术交底制度。六、工程材料质量保证原材、成品、半成品进场必须有合格证，并做材料试验，在有效期内使用。地材先调查材源，取样试验、合格品经监理工程师认可后方可进料。建立材料进场检查送验制度。 七、建立成品、半成品保护制度。八、坚持“三检制”，即自检、质检部验收，监理工程师检查验收。建立质量否决制度；建立隐蔽工程验收制度。九、各施工队每周向项目经理部上报工程质量报表，进行质量分析，建立工程质量档案，项目经理部质检部门定期质量检查打分，评出质量等级并奖罚。十、施工操作的质量保证专业技工、高级技工人员持证上岗并保持稳定，选用性能优良，先进的机械设备，并配备先进的检验仪器控制质量。十一、正确处理进度与质量的关系，杜绝因抓进度而忽视质量管理情况发生，以质量第一为施工的指导方针。十二、建立以公司总经理、总工程师和项目经理为首的各层次质量、安全管理、检验保证体系，全面控制施工项目的工程质量。项目质量监督体系图项目技术负责人项目专职质检员内业技术员QC小组测量员试验、计量员工长及质检员进行全面质量管理PDCA循环控制 质量保证体系图总经理总工程师经济师会计师项目经理项目副经理项目技术负责人机械员试验员测量员安全员材料员内业员质量员施工员各作业班组 质量保证控制流程质量保证控制流程图如下：审核（总监理工程师）审核结果开工审核（监理工程师）申报分项工程施工方案、编制材料供应计划（施工单位）分部、分项工程施工隐蔽工程、分部分项工程验收合格（施工单位）填报隐蔽工程、分部分项工程验收单（施工单位）施工组织设计、设备报验单、开工报告（项目经理部）审核结果现场检查、资料核查监理单位、施工单位检查结果签证、计量（质量验收单）（监理工程师）单位工程竣工验收（监理、质检、施工）不同意不同意同意同意不合格合格 十三、主要施工施工质量控制措施1、基础砂石垫层碾压后，应进行洒水养护，并禁止车辆通行，养生期不少于2天，以保证基层有足够的水分，并达到设计强度。检查平衡度。基层质量的测试：基层的质量检测，首先检查其表面不得有浮料、脱皮、松散、压路机的轮迹深度不得大于5㎜，回弹模量≥500MPa,7天后回弹模量≥350MPa,对应弯沉值<53(1/100)㎜。2、砼垫层在拌制和浇筑过程中应按下列规定进行检查。检查拌制砼所用原材料的品种、规格和用量，每一工作台班至少两次。检查砼在浇筑点的塌落度，每一工作台班至少两次。在每一工作台班内，当砼配合比由于外界影响有变动时，应及时调整、检查。检查砼强度达到设计要求，用3m直尺靠测砼基础平整度。3、塑胶跑道施工质量保证措施塑胶面层颜色均匀一致,不脱胶,不起泡,各种道线、点位清晰鲜明，明显虚边。跑道面层防滑颗粒大小要在2~3mm之间,颗粒均匀,无秃粒现象。厚度：根据基础面层3×3米网格的位置，重新放网格线进行塑胶面层标高检验，塑胶面层标高与基面层实际高之差就是塑胶跑道面层厚度，合格率要求在95％以上。平整度：≤4mm用3米铝合金靠尺检测横向坡度合格率均在90％以上。 4、草坪工程既实行班组自检、工长复检，施工单位专职质检人员验收和建设单位总验收的方式；施工前的技术质量交底和施工中的核实，即在各项工程施工前，由工长负责向班组长交底，班组长负责向组员进行技术交底工作，未经交底补得施工，对关键工序、关键部位，工长或施工人员负责现场确认核实，发现问题及时解决。验收的时间规定：所有植被均按一年的管理养护期计算。 第八章、工期保证措施（一）、确保工期的技术措施（1）、加快技术资料获取、收集、传达、实施的措施：在接受施工任务后，立即组织工程相关技术人员对设计图纸，资料进行熟悉，核实和补充调查相关资料。约请设计人员作设计交底，勘测人员现场交桩，以弄清设计意图，明确技术标准及特殊技术要求，并作好交底会议记录，作为施工依据，并纳入工程竣工资料，做好每道施工工序的中间验收资料，抓好全过程的检查或测试。根据各分部分项工作的结构特性，对工程所用的材料、成品、半成品，在使用前必须严格按照设计要求和国家相关标准，测试检查其材质，并落实专人负责实施和资料的收集整理，避免因质量不合格而影响工期。（2）、保证工期的技术措施：各分项工程平行、流水作业确保工程的技术措施：为现实本合同段的工期目标，必须对工程认真进行分析，找出对工程的有利与不利因素，并制定相应的施工措施，认真研究工艺流程，合理组织施工，使整个工程的各个施工工序能有计划，有组织的合理进行，各工序间的同时施工，从中抢得宝贵的施工时间。认真将各工序工期任务落实到人头，分清责任，制定出奖惩制度，提高施工人员的工期意识，严格按照工期计划要求进行施工进度的检查，保证每个工序计划工期的提前。 对一段时间内落后的工期必须认真安排，充实力量及时赶上，确保整个工程目标的实现。认真研究制定施工工期计划和流水施工安排，并以按时作好材料、机械、人员的储备和准备工作，做到创出的工作面能及时投入施工工作，同时也要避免不合理的人、机、物的闲置和窝工。施工中根据总进度计划认真制定各分项工程的进度，进行目标管理，充分发挥机械的快捷优越性，并在强化工期的同时重视工程质量和施工安全，以高质量的一次成功求得计划工期的落实，避免因施工质量原因进行的整改和返工而延误工期。行政部门及人员应做好与业主，友邻单位及周边居民的协调工作，积极同业主做好与其他配套工程的协调配合，以免造成人为的耽误。（3）、各作业班组在按文明施工要求下的每周、每天轮班作业计划措施：各作业班组按文明施工要求下的每周、每天轮班作业计划措施：根据工程不同施工期间所需不同工种的劳动力，安排相应的人数和对应的工种，现场实行每天8小时工作制，对于跟不上周、日进度计划的班组，必要时可安排每天两班轮班作业措施（每班工作时间为6小时）并且可根据工程进度对各工种人员进行调配，以确保工期的实现。（4）、为加快工期进度的技术措施：根据施工的实际情况进行施工进度计划的调整，要求各工序分工项工程技术人员领会设计意图，特别是工程细部几何尺寸，高程等，避免返工而延误工期。抓好施工测量工作中平面、高程、宽度控制，建立自检、自查、复核闭合制度，防止轴线、高程错误导致返工。 加强质量控制，特别是原材料质量控制，要求按照规范要求加大检查，检测工作，杜绝工程产品出现不合格现象。采取合理的施工顺序，采用分段同时施工的办法安排施工，以便并行作业节约工期，对一段时间内落后的工期必须认真安排，充实力量及时赶上，确保整个工期目标的实现。充分发挥机械施工的快捷优越性，尽量采用机械化施工，以确保总工期的实现。（二）、确保工期的材料、设备、仪器供应措施根据本工程特点，按施工要求合理配置施工资源，对重点工程重点投入，尽量采用机械化施工，施工所需机械提前准备，作好机械设备进场计划，材料供应计划以及仪器使用计划，并在规定的时间内完成准备工作，做到具体使用时进场，用完即刻退场。施工时，根据各种材料需求量和工程进度，提前分批分次提交公司材料科采购，并储备一定数量的材料，以避免因雨季影响材料不到位，而影响工程进度。提前落实材料货源，并签订合同作保证，以满足工期要求。确保工期的人员作业班组调配措施根据工程内容与分项工序施工的特点及工期要求，施工劳动力将选用长期与我公司合作，经历过类似工程施工，专业性较强，信誉好的作业班组人员，以确保各个工序负责人、管理员、劳动力相对稳定，并根据工程不同施工期间所需不同工种的劳动力、安排相应的人数和对应工种，做到有序进展。 （三）、确保工期的组织管理措施项目部应严明劳动纪律，建立规章制度，加强综合素质和协调工作，树立高度责任心，坚守工作岗位，决不允许工作现场无工长等不良现象发生。设置专人负责外部协调工作，特别是友邻的协调配合施工和周边单位居民的协调工作，以免造成人为的工期耽误。把工序工程分解落实到人，适时组织劳动竞赛，开展比进度、比质量、比安全活动，调动职工的积极性，加快施工进度确保工期的实现。（四）、确保工期的奖惩措施项目经理部在开工时下达各施工生产计划，同时出台奖惩制度，实行工资与进度挂钩，充分体现多劳多得，超额奖励，充分调动全体职工的生产积极性。项目部每周组织一次进度检查评比，对超额完成者，根据其超额数量进行奖励，并加以总结，好的经验做法在全标段内推广，对一周进度未完成者给予罚款，并停工整顿，查找原因，提出整改措施，经检查合格后才以继续施工。 第九章、安全文明施工措施工程的安全，由项目经理全权负责，建立安全生产保证体系，并指定专职安全员进行日常管理。为做好安全工作，首先认真贯彻“管生产必须管安全”的原则，成立以项目经理为第一责任人的安全生产领导小组，成员包括技术、财务、材料、后勤、保卫、施工工长等岗位人员；领导小组下设专职安全员，各作业班组指定安全协管员从组织结构上予以保证。具体措施如下：（1）、建立安全生产责任制度，制定安全生产操作规程，由专职安全员负责施工过程中的安全操作工作，经常检查，发现问题及时解决，消除事故隐患，把事故消灭在萌芽状态。（2）、加强机械车辆、水电的管理，严禁非驾驶人员开车。特殊机具、机电设备指定专人持证上岗操作，非机操人员严禁开动机械，非电工人员不得乱拉乱接线路。（3）、施工中在行人、车辆过往路段，设置安全防护设施、警示标志牌、夜间设警示灯。一切材料、机械设备、工器具设备的堆放必须整齐和稳固。（4）、每一工序开始前对每一工人进行安全技术签字交底，使安全意识贯彻到施工工地的每一个操作人员，坚持对各作业班组进行每周安全例会，做到“警钟长鸣”。（5）、施工用电必须由专业电工管理，严格按安全用电规范进行操作，严禁乱拉乱接；所有用电设备都必须做到一机一闸，并全部配置漏电保护开关，防止漏电伤人事故发生。 （6）、做好“四防”工作：防火、防盗、防食物中毒、防触电。要求全体人员遵纪守法、清正廉洁。杜绝贪污、受贿、盗窃、倒卖各种物资和油料的现象，一旦发现，严肃查处，依法惩办。（7）、机械操作人员必须持证上岗，严格遵守操作规程，非机械工人，严禁开动机械。（8）、一旦发生伤亡，立即报告项目经理部，并上报监理组和业主。及时抢救伤员，保护现场，调查分析原因，查出直接肇事者并追究领导层的责任。（9）、施工单位关于进度、质量、安全示范管理资料加强施工管理，在各工种进场时开展质量、安全学习，对每个工人进行质量、安全技术交底，使本部全体人员认识到质量、安全的重要性，做到质量、安全技术交底人手一份。现以塑胶跑道面层为例，对工人进行质量、安全、进度交底。（10）、对于自来水、通讯、电力、煤气等管线在施工时应注意保护，对不明确的地段，应挖深坑、深槽，严禁破坏地下各种管线，杜绝野蛮施工现象。（11）、合理安排、疏导现场设置防护栏和安全标志，尽力维护现场附近居民的正常工作和生活，加强管理，文明施工。维持便道的交通，保证交通顺畅与安全。各种材料、机具必须堆放在计划堆放点内。 （12）、现场临时设施，要做到标准化、规范化、整齐化；现场办公室、食堂、工人宿舍要做到清洁卫生、整齐。所有工人宿舍内床铺均用高低床，工人必须佩带工作证，所有临时电线均用PVC塑料管沿墙面或者地面暗敷。（13）、为创建标准化文明施工现场，拟在综合运动场大门醒目位置挂“五牌一图”，布置各种创精品工程宣传横幅和安全文明施工标语。（14）、现场食堂人员必须具备健康体检证明，穿着统一卫生服饰，并具备良好的卫生习惯，食堂菜品堆放整齐，地面、台面干净整洁，排水沟顺畅，具备消毒池和消毒柜。（15）、每个施工区域内配备2名保卫人员兼负现场文明施工管理，做好现场卫生工作，努力创建标准化文明施工现场。 第十章、雨季施工措施本工程面积大，将受温度、湿度、暴雨等自然因素影响为保证工程质量，必须采取季节性技术措施。雨季施工期间要勤测粗细骨料的含水量，随时调整用水量和粗细骨料的用量。夏季施工时，砂石材料尽可能加以遮盖，至少在使用前不受烈日暴晒。必要时可采用冷水淋洒，使其蒸发散热。加强气象预测预报的联系工作。在混凝土及塑胶面层施工阶段应掌握天气的变化情况，特别在雷雨台风季节和寒流突然袭击之季，更应注意，以保证面层材料铺设的顺利进行，确保工程的质量。根据工程需要和季节施工特点，应准备好在塑胶面层材料铺设过程中所必须的抽水设备、防雨、防暑等物资。准备好塑料薄膜，必要时对塑胶及时加以覆盖，防雨水直接冲刷塑胶表面。 第十一章消防、环境保护技术措施一、消防安全措施1、在施工过程中必须加强对明火的管理。动明火前必须填写动火申请，指定消防措施，经项目部和建设单位、监理单位审批后执行。2、在各动火点张贴消防标语和消防措施，作好消防器材的配备。并定期进行检查，坚决淘汰过期或不能使用者。3、对施工人员进行消防知识教育，现场成立消防小组，小组由各部门人员组成。4、认真组织做好防火、防爆及机电设备防漏电措施。增强消防意识，做好消防工作，在生产、生活区配备足够数量的消防器材，并定期更换。二、环境保护措施成立以项目经理为组长的环境保护领导小组，建立与质量安全保证体系并行的环境保护保证体系，配备相应的环保设施和技术力量，与当地政府和环保部门联合协作，全面控制施工污染，减少污水、空气粉尘及噪音污染，严格控制水土流失，达到国家环保标准。（一）、地下管线及周围结构物施工前联系当地有关部门和业主，查清施工区内所有的地下管线，技术室在施工交底里做出示意图，制定防护措施，指导施工作业。（二）、临时占地 施工期间按合同规定的施工范围，在保证施工顺利进行的前提下，严格限制施工人员和施工机械的活动范围，尽可能缩小作业带宽度；施工结束后，及时清理现场，使之尽快恢复原状，将施工对生态环境的影响程度降低到最低程度。（三）、施工中的污染物妥善处理施工期间产生的各类污染物，对施工生产的固体废物和生活垃圾要集中处理，不能随便遗弃在野外，和当地环卫部门进行联系，设立垃圾投放点。防止其对附近生态环境造成污染。（四）、施工场地的保洁施工期间保持工地清洁，保持经常洒水以控制扬尘；严禁在施工场地焚烧有毒、有害物资，避免有毒、有害气体污染大气；凡是违反环保规章，无论偶然与否，如造成环境损害，要立即报告监理工程师。（五）、生活区周边环境的保护1、开工前对全体干部职工进行环境保护学习，增强环保意识，形成良好的环保习惯，使施工工作中对生态环境的受损采取有效措施，让其降至最低程度。2、永久性用地范围内裸露地表用植被覆盖。工程完工后，拆除一切临时用地范围内的临时生活设施，搞好租用地复耕，绿化原有场地，恢复自然原貌。3、弃土堆堆放稳定，要有较规则的形状。在上坡一侧连续而不中断，并在弃土堆前设置截水沟；在下坡一侧的弃土堆每隔50～100m设不小于1m宽的缺口，以利排水。弃土堆坡脚进行防护加固，防止对周围的沟渠造成淤塞和污染。 4、合理布置施工场地，生产、生活设施布置在业主提供的场地以内，保证不破坏周边植被，保护自然环境。5、施工区域、砂石料场在施工期间和完工后，应妥善管理，防止其对土壤的影响。施工作业易产生粉尘的地段进行洒水，使粉尘公害减至最小程度。（六）、水土保持与环境保护措施1、加强对全体职工、民工的环保思想教育，重视环境保护，文明施工。2、在施工时对附近不应拆除的建筑物、树木以及管线、水电等设施应予以保护。3、加强施工现场粉尘、噪音、废气、污水的监视工作，把它与文明施工现场一起检查、考核、奖惩，采取措施消除粉尘、废气、污水的污染。4、保护和改善施工现场的环境，防止水土流失，进行综合治理。5、作好宣传教育工作，采取有效措施控制人为噪音、粉尘的污染，采取技术措施控制粉尘、污水、噪音污染。6、严格按照相关劳动保护的规章制度。对从事噪音、粉尘等工作的施工人员采取防护措施，适当缩短其劳动时间。7、污水和垃圾要妥当处理、污水要经常洒药和清理沉渣，垃圾要集中堆放，定期运到指定的垃圾场。8、禁止在施工现场焚烧油毡、橡胶、塑料、皮革、树木，枯草、各种包装袋及其它会产生有毒、有害烟尘恶臭气体物质。 第十二章、工程技术档案管理措施按照ISO9001质量体要求，结合现行规范规定和本工程,我们将按照以下要求进行工程程技术案管理：做到标准化。认真贯彻国家和四川省建委、档案管理要求，档案由开工到竣工全过程，必须按档案资料的具体内容整理方法、填写程序、纸张规格等执行。公司主管生产的经理和总工程师负责领导和督促确保档案资完善、准确、及时归档。项目技术负责人具体指导内业技术人员，按归档资料的规定，作好工程各类施工资料的办理、收订、汇编工作，必须做到字迹清楚、图样清、签证及时。工程施工的土建和安装单位均应同建设单位、设计院、质监站、监理单位、建材生产厂家密切配合，使工程的各类技术资料能及时、准确、完善的收集归档。对分部分项和单位工程质量检查评定，由专职质检员逐项检查填表，经工程技术负责人签字后，及时归档。必须做到竣工验收与工程资料验收同步，并按成都市城建档案管理规定整理备卷，交有关部门审查。 第十三章、与相关部门的配合协调措施（一）、与业主单位的协调配合积极与业主单位联系，请业主单位组织设计图纸会审及设计技术交底，弄清设计标准及意图，明确业主单位各项要求。向业主提交符合施工工程特点的施工组织设计，并请求组织方案会审，对会审中提出的问题进行完善、修改、细化。（二）、与监理单位的配合监理工程师受业主委托，并由业主授权，对工程施工过程进行监督，尊重监理工程师是每一个项目人员的职责。将立即将施工组织设计、进度计划等报交监理工程师。每一道工序完毕，主动请监理工程师验收，必须做到上一道工序不合格，不得进入下一道工序施工。汇同业主、设计、监理一起对材料来源进行检查、定货。各种实验资料主动报交监理工程师一份。对监理工程师的要求遵照执行，服从监理工程师的监督和指导。（三）、与质量监督站的配合每一分项工程的第一道施工工序完成，主动与质量监督站联系，请质量监督员验收。接受质量监督站的随时检查工作，对检查中提出的问题认真对待，并用行动进行整改。配合质量监督站的随机抽检。 （四）、与总承包单位的配合1、在主体施工期间，要配合总承包单位作好预留、预埋工作，同时加强在现场管理、施工程序、工期控制、质量控制等方面的衔接和协调工作，确保整个工程项目按期交付使用。2、在施工现场管理方面：应全面规划、统一平衡，在生活、生产加工、施工库房、施工用水用电等方面划分区域，与总承包单位紧密配合协调一致，实行统一用电管理，共同建立施工现场管理标准化文明示范工地。3、在施工程序方面：由于前期以配合土建进度施工的预留预埋为主，故要配合总承包单位作好隐蔽的预留预埋工作，待总承包单位将电源井、端沟及内外环沟施工完毕后，我单位再依据现场实际情况，组织人员进场施工作业。针对现场的工程进度，及时测量放样，指导总承包单位将环沟盖板修整至设计规范要求；待总承包单位将设计电源、电讯井及相应的预埋管线施工完毕后，我方再进入水泥砼、砼基层施工，尽量避免因工序安排不当造成的后期补救工作，从而有效的保证工程如期完成。我单位将在总承包单位施工足球场及跑道底层时，及时组织人员进场，将洒水器的预埋管提前埋设完毕，给后续工作创造条见。 第十四章、维护及服务承诺（一）、技术支持及服务承诺:我公司将免费为贵方培训1-2名场地管理专业人员，并在场地外设置精美场地使用须知标志牌一个，在5年内我公司负责进行场地的维护及维修，终身免费提供技术支持服务。自工程竣工验收交付使用，严格执行建筑工程的质量回访和保修制度，树立“用户至上．”的思想。（二）、定期及时回访在保修期内，定时每3个月定期由施工企业的领导带领有关人员组成工程质量回访小组，向业主征求对工程质量的意见，并深入了解实际使用效果，从中发现工程质量存在的问题，分析原因，及时研究改进措施。对业主在本工程投入使用后发现的土建工程质量方面的问题，在接到通知后十二小时内及时派专人接洽及时处理，对其它专业施工质量问题的处理，也积极配合，尽力保证工程正常使用。（三）、实行保修制度根据回访结果，如属于施工原因造成的质量问题，施工单位要实行无偿保修制度，如属于设计或使用不当造成的质量问题，施工单位应协助业主解决并提供技术服务。（四）、调查分析通过对工程的实际检查和认真听取用户对工程质量的意见，在此基础上综合分析各方面的意见和建议，进一步提出改进工程质量措施。 第十五章、合理化建议1、项目部配置两台电脑，打印机一台及其他相应设备，保证现场各项体制高速运转，提高工作效率。2、现场设置一蓄水池，保障施工用水合理化。3、砼搅拌控制砂石及水泥比例，禁止浪费材料。4、砼浇筑时，分块浇筑，砼模板采用钢模板，形成2次利用，节约成本。 第十六章、主要材料表主要材料表附后精品文档————————————————————————————————————————————————————————————————————————————————————————————————————————————————精品文档精品资料精品文档——————————————————————————————————————————————————————————————————————————————————————————————————————————————-———精品资料 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