中丹路排水、迎宾大道人行道施工组织设计 46页

目录第一篇编制说明和依据2第二篇工程概况4第三篇施工进度计划5第四篇施工布置9第五篇施工部署11第六篇主要施工方法及技术措施15第七篇文明施工措施28第八篇质量目标及质量保证体系30第九篇物料供应组织计划35第十篇安全目标和安全保证措施38第十一篇成本管理措施43 第一篇编制说明和依据1.1、编制依据一、安源新区基础设施完善第一标段工程招标文件。中丹路排水及迎宾大道人行道工程量清单。二、国家现行交通设施、市政工程施工与验收规范及质量检验评定标准。二、我公司拥有的科技工艺方法和现有的管理水平、劳力设备、技术能力以及从事市政工程建设所积累的丰富的施工经验。1.2、编制范围安源新区基础设施完善第一标段工程：中丹路排水及迎宾大道人行道工程。该工程位于安源区新区，主要为中丹路排水及迎宾大道人行道铺设。1.3、编制原则本施组按照“突出工期、质量和安全、强化机械管理、科学组织、精心施工”的原则进行编制，具体为：一、根据工程的实际情况，围绕重点工程项目，周密部署，合理安排，科学管理。 二、遵循“平行流水”及“均衡生产”的原则，运用网络计划技术控制施工进度，保证施工工期。三、制定切实可行的施工方案、创优规划和安全质量保证措施，确保工程质量和生产安全。四、严格遵循有关环保、安全、文明施工等法规，采取保护方案和保证措施。五、合理配置生产要素，优化施工平面布置，减少工程消耗，降低生产成本。六、选派经验丰富、技术水平高的管理人员和技术人员组成强有力的现场管理机构，安排有同类或类似工程施工经验的专业队伍，组织专业化施工。 第一篇工程概况根据安源新区基础设施完善第一标段工程招标文件。人行道块料铺设8200m2，石质侧石安砌3280m。砼管道铺设：300砼管道铺设135米。600砼管道铺设778米。1000砼管道铺设284.8米。1200砼管道铺设472米。工程特点本工程专业性较强，工程质量要求高，施工周期短。针对工程的特点，施工中采取可靠的防护方案，制定严密的保证措施，设置醒目的警告和标志设施，确保施工安全。 第一篇施工进度计划按招标文件要求，本工程工期为40日历天，有效工期从2011年11月1日至2011年12月11日施工放样1天　　挖基整平5天　　砂砾垫层9天　　圆管安放9天　　洞口及铺砌10天台背回填4天收尾、交验2天施工进度计划详见附录施工进度总计划表。1、保工期的组织措施1.1、抽调有组织管理实践经验、年富力强的干部，组织有施工经验、战斗力强的施工队伍，配备充足而结构合理的施工人员，担任本合同段的施工任务；1. 2、强化现场施工组织管理，作到指挥正确，措施得力，效率高，应变能力强。以项目经理、技术负责人为首的管理体系，决策重大施工问题，确定重大施工方案，分析施工进度。当实际进度落后施工组织设计要求时，尽快提出加快施工进度措施。1.3、所有参与施工管理人员尽快熟悉工程特点、业主要求，以便认真实现我方的承诺。1.4、建立、健全岗位责任制，施工人员定岗定责，严格技术标准、工艺措施，严明施工纪律，按设计要求施工。1.5、深化改革、完善项目管理模式，完善竞争机制和激励机制，实行全员风险承包，任务层层落实。把工期效率和职工个人的经济利益挂钩，奖罚兑现，充分调动全体职工的积极性。2、确保工期的技术措施2.1、精心安排施工组织，强化管理，在深入调查，吃透设计意图的基础上，编制实施性施工组织设计，分级负责，认真实施，并在实践中不断优化，施组的实施关键在于强化管理，高起点、高质量、高标准、严要求。2.2、施工前制定详细的施工进度计划，按工期要求，对工程的各个分部工程、作业工序的施工顺序，起止时间及互相衔接或穿插配合情况做出时间上的安排，保证工程各生产活动有条不紊地进行。2.3、按照急需和关键工程先行施工的原则，确定整个工程项目中各分项工程的施工顺序和施工工期，以保证总体工期。 2.4、认真做好工程的统筹、网络计划工作。科学组织、合理安排、均衡生产。合理安排好流水施工。流水施工可以充分发挥人员、机械的效率，节约成本，最大限度的提高生产率，缩短工期。2.5、根据施工进度计划，分别编制周、旬施工生产计划，实施中对照检查，找差距，找原因，完善管理，促进施工。2.6、全面提高人员整体素质。加强技术培训，提高施工人员的操作技能，项目经理部的骨干要深入学习项目管理知识，规范操作行为，同时做好后勤工作，一切为生产服务。关心职工的物质、文化生活，充分激发广大职工的生产积极性。2.7、保证工程的质量标准，做到文明施工。3、提高机械设备完好率3.1、编制机械安全技术操作规程，组织专人深入现场，督促检查设备安全工作情况，发现问题，及时纠正，消除隐患，使机械设备达到安全、优质、高效、低消耗运行。严禁违章指挥、违章操作、违反劳动纪律和无知蛮干等操作行为。3.2、严格执行交接班制度。认真填写交接班记录。交班清楚后，接班人应检查移交的运转、维修、油耗等记录情况及设备情况，并开车试运转，确认妥善无误后方能进行工作。3.3、机械设备在使用中不得超载作业，或者任意扩大使用范围，应严格按照机械使用说明书的规定条件使用。 3.4、机械集中停放的场所，要有防火设备和防盗措施，要设专人看守。3.5、对施工机械用油科学管理，合理使用。油水的正确选择是保证工程机械正常运转的关键之一。施工机械油水管理技术包括：正确选用油品、正确掌握换油期、正确掌握加油量、正确使用内燃机冷却液、建立专业化油水管理组织对所有机械进行正常管理。3.6、加强对施工设备管、用、养、修的动态管理，积极应用现代化微机管理，建立齐备台帐和技术档案，建立检测、大修、技术开发、配件库存、人员培训等信息库，提高机械管理水平。3.7、重要机械应有整体或部分总成配件备用，以保证机械正常运行。3.8、坚持勤检查勤保养，特别是影响施工进度的关键设备要有专人负责，保证机械设备的完好率。 第一篇施工布置1.根据本工程规模、施工进度计划、高峰期施工人数，结合现场实际，在现场红线用地范围内和少部分红线外布置生产临时设施、生活临时设施、临时道路以及施工和生活用水、用电管线。2.砂浆搅拌机位置随施工进度需要灵活移动。生活及施工区用水、用电从现场甲方指定接口位置接出3.施工总平面管理1)、为了减少各种料具的二次倒运距离，有计划地组织现场平面及立体交叉作业，最大限度地利用场地，提高劳动生产率，真正做到安全生产和文明施工，本工程的施工平面管理工作，由项目付经理负责，实行分片包干管理，责任到人，未经同意，任何人不得随意更改。2)、项目经理部是现场施工生产的指挥中心，现场办公室内要布置工程进度计划图表、劳动力调配、晴雨表、单位工程质量目标规划表、管理机构图等图表。3)、凡进场的材料、设备必须按施工总平面布置图指定位置堆放整齐，不得随意乱放，施工现场的水准点和里程桩控制点要有明显的标记，并切实做好保护工作。4)、 进出入口设值班门房并张挂出入制度、场容管理条例、工程概况和安全纪律牌，教育工人维持良好的施工秩序和劳动纪律。1)、施工现场设专职保安人员，无关人员禁止进入现场。第一篇施工部署一、施工准备 为了确保本工程优质、高速、安全、低耗、圆满地完成合同规定的各项指标，根据本工程特点，做好施工前准备工作，科学组织，精心安排、计划在先，保证施工中各项工作的顺利开展。1、施工前组织有关单位做好现场交接工作，布设施工用电线路，用水管线和临建设施。2、做好图纸会审工作，组织工程技术人员认真熟悉图纸，领会设计意图，全面掌握施工图纸内容，检查多专业管线的位置是否正确，提出方便施工的合理化建议。3、根据本工程的具体情况，编制切实可行的单项施工工艺措施和施工方案，重点阐明重要项目的施工方法、施工工艺、工程进度安排、劳动力组织、质量及安全保证措施，以利于有效地指导现场施工。4、做好技术交底工作，在工程开工前，公司总工程师组织质检科、工程技术科向项目经理部进行技术交底，内容是施工组织设计，风雨季施工措施等，项目技术负责人再根据进度计划向施工员和作业班组交底，重点放在施工方案、技术措施、作业指导书、工艺标准、安全措施等方面，交底必须细致齐全，并应结合具体操作部位，关键部位和施工难点的质量要求，操作要点，安全要求等进行详细的交底。 5、及时编制施工预算，充分反映工程所需的各种费用，材料、劳动力等，有效指导进度计划、材料计划、劳动力安排、竣工决算和经济分析等工作的开展。6、认真做好材料的计划采购准备，编制各项材料计划，对多种材料的采购，入库、保管和出库，制定完善的管理方法，同时加强防盗和防火管理。一、项目管理机构根据工程规模和特点，公司组建安源新区基础设施完善第一标段工程项目经理部，对工程项目的质量、安全、工期、文明施工和工程成本等进行统筹管理，以确保工程优质高速地如期完成，项目组织机构如下图。公司总经理技术负责人总工程师 预算员施工员质量员材料员安全员项目总工程师项目经理公司各部门公司副经理施工一队施工二队 一、施工力量组织根据工期要求配备足够的施工力量，合理分工，科学管理，具体配备如下：1、土方施工队：主要负责道路挖填土方工程、管道沟槽土方开挖和回填工程的施工。2、人行道路面施工队：主要人行道路碎石底层、砂底层、砂垫层和人行道板安砌工程的施工。3、管道施工队：主要负责砼管道铺设、管道砂卵石垫层和管道闭水试验工程的施工。二、施工作业班次根据计划安排和工序穿插，充分利用有效时间和空间，合理安排作业班次，作业时间限制为9—22时。三、建立现场协调会制度工程开工后，除了参加业主组织的协调会外，项目经理部每周还必须组织召开一次内部生产调度会，根据业主安排和现场情况，布置、检查、协调工程施工进度、质量、安全、文明施工以及物资供应等事宜，及时解决和处理影响工程质量，施工进度和施工安全所存在问题。。46。 第一篇主要施工方法及技术措施一、施工准备（一）施工图纸会审由项目总工程师牵头，组织项目各专业工长、质检员、技术员、班组等认真学习图纸，吃透图纸。在图纸学习期间，尤其应注意各专业图纸之间的标高是否一致，尺寸位置等是否一致。（二）编制实施性施工组织设计与施工方案由项目总工负责组织编制实施性施工组织设计，在正确贯彻国家各项技术规范，政策和法令中，积极推广应用新技术、新工艺，依靠公司雄厚的科技实力促进科技进步，科学地组织施工，实施性施工组织设计经公司批准后报监理和业主审定执行。。46。 根据本工程的特点，结合以前我公司曾经施工过的工程经验，组织编制切实可行的各单项施工工艺措施，施工方案和作业指导书，重点阐述主要分部分项工程的施工方法、施工工艺，工程进度安排，劳动力组织，质量及安全保证措施，以有效地指导现场的施工。根据工程施工总进度计划，每项工作展开前进行相关的技术准备，如编制专项施工方案，关键项目施工过程的作业指导书，这些文件要有针对性和可操作性。（三）规范、标准、图集等收集施工之前，应将本工程所需的规范、标准、图集等技术资料收集齐全。（四）设备及器具根据本工程的施工需要配置有关设备及器具。（五）测量基准交底、复测及验收检测和测量仪器等计量器具提前做好计量鉴定，保证在本工程使用的所有器具均在检定有效期内，并做好台帐记录。。46。 （六）现场准备1.临时供水、供电工程中标之后，要组织编制《临时用水方案》及《临时用电方案》，这些方案要综合考虑生产、生活、消防等各方面的因素，经计算确定用水、用电量，临时给水管径，临时用电电缆或导线截面，总用电容量，并进行合理布置。2.各种资源准备劳动力准备根据劳动力计划，提前在公司内部的施工队伍和劳务基地中进行组织安排，保证劳动力能及时、有序地进场；对所组织的劳动力进行考核、筛选，选拔有素质、技术熟练的工人进场。对施工人员进行进场交底及技术、质量、安全教育，重要工种和特殊工艺提前进培训，作到持证上岗。。46。 施工总平面布置施工现场除必要的生产临时设施外，考虑搭设现场项目经理部临时办公室。所有施工及管理人员生活临时设施按业主安排，生活临时设施位路边。临时设施用地左侧留6米宽消防通道，给水由就近市政管线接入、管径DN50，场地用电由就近配电盘用铠装电缆接入场地。生活临时设施场地消防采用干式灭火器。一、施工测量及挖基复核原设计图纸，根据新测地面线确定原进出口设计高程是否能满足实际需要，然后结合涵洞通用图作出施工图，报监理工程师审批。　　1、施工放样及挖基　　首先用全站仪放出轴线桩，并在进出洞口处护桩，护桩钉用铁钉以便随时恢复涵轴线，以便施工。同时用钢卷尺量出基坑的开挖线并用石灰注明。　　2、基坑开挖。46。 　　基坑的开挖采用挖掘机和人工配合的方法进行。挖掘机开挖时，先预留基底20cm，留作人工整平。在基底整平的过程中，随时用水准仪控制基底设计标高。基坑开挖好之后，必须对基坑进行检测。检测的内容包括：　　（1）基坑的平面位置、尺寸和基底标高。　　（2）基底承载力是否满足要求。经监理工程师检验合格之后，方可进行基础施工。　　3、砂砾垫层　　砂砾垫层为压实的连续材料层，粒径不大于40mm，其压实度要求在95%以上，砂砾垫层为30cm，砂砾垫层摊铺后用夯机压实。　　4、管节的吊装　　为了保证砼管的质量，管节由业主指定的厂家生产。在购买时应注意以下几个方面的问题：　　（1）管径及长度尺寸是否符合设计要求。　　（2）是否有破损或贯通裂缝。　　（3）表面是否有严重的蜂窝孔、麻面和砼松散现象。　　（4）是否有钢筋外露。　　（5）管节两端是否平整。。46。 　　（6）管节强度是否达到设计强度。满足上述所有要求，验收合格后，方可吊装。吊装工作由人工配合挖掘机完成，管节的安装由下游涵节向上游推移，每节砼管应紧贴与基座上，使砼管受力均匀。且所有管节应按正确的轴线和坡度敷设。在吊装过程中应注意避免人为的损伤和破坏。砼管之间的接缝不大于10mm，用排水管道橡胶圈接口。　　5、检查井工程　　矩形砖砌检查井，井内侧砖墙抹水泥砂浆1：2，钢筋砼过梁、井圈为预制，盖板为双簧雨水口铸铁盖板。　　　6、砼管道土方回填　　当砌体的强度达到设计强度的70%以上时，方可按规范要求进行回填，回填时采用分层回填，每层松铺厚度15cm.夯实后压实度应达到95%.7、人行道铺设人行道整形碾压，12cm厚碎石底层，4cm厚砂垫层，3cm厚砂底层，吸水砖20*10*6cm人行道板安砌，100*35*12cm石质侧石安砌。。46。 （二）、施工要求应严格按有关施工规范及验收规范要求施工，严格按图施工，发现问题及时与设计院联系。填方应先清除地表上的树根、草皮或腐植土，土方碾压均应有密实度试验报告，达到设计要求后方可进行下一道工序的施工。土基压实度采用重型压实标准：填挖类型深度范围（厘米）压实度（%）0～8095填方＞8094挖方0～3095注：1.表中压实度均为重型击实标准。2.表中深度范围均由路槽底算起。3.填方高度小于80厘米及不填不挖路段，原地面以下0～30厘米范围内的压实度不低于表列挖方要求。土方工程完成后，沿线应按规范要求做回弹模量试验。石质侧石预制构件应采用水泥制品厂的预制构件，施工单位不能自己捣制。施工时应注意与现有的人行道路顺接。。46。 1.人行道人行道铺设分别为：人行道整形碾压，12cm厚碎石底层，4cm厚砂垫层，3cm厚砂底层，吸水砖20*10*6cm人行道板安砌，100*35*12cm石质侧石安砌。人行道面砖铺砌前对吸水砖尺寸进行检验，厚度及长度允许误差±2mm，缺边掉角长度不大于±5mm，同种表面颜色一致，无蜂窝、露石、脱皮裂缝等现象。按控制点定出方格座标并挂线，再分段铺砌（铺装样板条），且随时检查位置与高程。吸水砖铺砌要轻拿轻放，铺装前先用水清洗砼表面，铺贴时在砖背面抹上7mm后的砂浆，按拉线放好后，用橡皮锤或木锤（钉橡皮）敲打使砖下陷约4mm，以免空壳，砖抹上砂浆后要在30秒内铺贴，施工时不得损坏砖边角。道板的伸缝要平正直顺，不能有弯曲不平现象，缝宽应符合设计要求，间缝宽度为10mm，深度为5cm。吸水砖铺好后应检查平整度，若发现有位移翘角、与相邻板不平等现象，应立即修正，最后用干沙掺1/10水泥拌合均匀将砖缝填满，并在砖面洒水使砂灰混合料沉实，直至灰砂灌满为度，同时要保持砖面清洁。同时要洒水养生5～7天，在此期间内不得有行人和其它机具在上面经过。。46。 1.沿线设施施工本标段沿线设施包括人行道靠车行道一侧的路缘石，人行道旁的路缘石结构尺寸为12*35*100cm全部为C150预制混凝土构件。上述附属结构均为工厂预制构件，运至现场后进行安装施工。1.盖板预制及安装(1)构件预制石质侧石预制构件应采用水泥制品厂的预制构件，施工单位不能自己捣制。其它混凝土构件的预制由工地现场预制场完成，其中对混凝土组成材料和钢筋的要求等均应符合有关规定的要求，混凝土的搅拌也应执行有关施工操作规程进行施工，构件的尺寸和规格应严格按照设计图纸的要求进行施工。(2)构件安装预制盖板必须在构件达到混凝土强度不低于设计强度的75%。46。 时才能进行构件的吊装和运输，运输时应采用木垫或其它弹性材料加以铺垫或用加支架的方法加以固定，不得有互相碰撞的现象，构件的预留钢筋吊环不得损坏。运输的道路必须平整坚实，并有足够的宽度和转变半径。装载后构件的顶部的高度不得超过当地有关部门所规定的高度，并能通过所有的桥洞或隧道。盖板安装前应在砖墙上弹出盖板安装边线，并用20mm厚的1：2.5水泥砂浆铺垫在盖板与砖墙的接触面上进行找平，铺水泥砂浆时应注意留出盖板的安装边线，便于盖板就位。确认盖板的混凝土结构无碰伤和吊环无损伤等质量问题时，方可安装盖板。凡盖板有缺棱掉角或损坏严重时，不得使用。盖板就位时，应对准盖板边线尽量做到一次到位，以减少撬动。如误差较大时，应将盖板重新调整，直对准确无误为止。。46。 灌缝和抹角前应先对就位盖板的边缘进行清理，清除表面的碴土，灰尘、油污等杂物后，在盖板边缘涂抹素水泥浆一遍，灌缝和抹角时应使水泥砂浆挤压密实并随手抹光。在水泥砂浆终凝后，应进行浇水养护。1.沟壁回填:检查井及砼管施工完毕经检查合格后即进行管沟回填，回填土根据实际情况采用人工或打夯机两种方式进行夯填，夯填的密实度应符合规范要求。管沟回填原则采取与管道安装、电缆沟混凝土浇注平行作业，分段进行，每分段填土层间预留30厘米以上的搭接平台。一、预留管道工程采用DN1200mm、DN1000mm、DN600mm、DN600mm钢筋混凝土承插管涵管铺设，采用橡胶圈接口、采用砂垫层。预留管道的施工，应在路基的处理达到道路专业的密度要求后，方可开挖预留管道的基础；预留管道的施工采用挖掘机开挖预留管道基槽,配合人工支模安装的方法进行施工.具体施工方法如下:1、放样放线定位：严格按照施工图将管道埋设的位置、经过的路线，在工地作实际的测量、规划、定位。定线时，于预留管道上面。46。 的所有障碍都要清除，并准备小木桩与石灰，依测定路线定线、放样以便于预留管道基槽挖掘。1、基槽开挖①每次预留管道挖掘，如挖及横街或人行道，应安置铁板或厚木板，其板厚应能安全通过施工车辆及行人为准。②预留管道挖掘断面，深度应严格按照施工图图示标高执行，沟底宽度应根据管道宽度、深度和管道确定沟槽开挖宽度，以方便混凝土垫层的浇筑及天然砂基础回填。③在预留管道挖至设计标高时，应停止挖土，在安管前对基底进行打夯密实，按设计要求夯下100mm，再铺天然砂至设计标高。原则上不能超挖，如发现超挖情况，则应在征得设计院或监理工程师同意后，用天然级配砂砾铺填夯实至设计标高。2、预留管道回填在进行各项试验合格后，可以对管沟进行回填。按设计要求将干砂填至管顶上部100mm。46。 处，用人工打夯密实后方可以开始填土。填土的土料必须使用符合有关要求的土料，含水量应适中不能过干或者过湿，且填土应分层进行，每层松填厚度不超过300mm,管顶400mm内采用人工拍打密实，密实度达到85%以上；以上则用蛙式打夯机打夯密实，密实度达到95%以上。。46。 第一篇文明施工措施1、现场容貌环境管理（1）施工现场及周围无污染，市容整齐清洁。（2）施工现场无建筑垃圾。2、现场材料堆放和道路排水管理（1）大宗材料堆放成堆，克服砂石料混堆或界线不清等现象。（2）设备按指定地点停放整齐，料具库分类码放。（3）道路畅通，排水顺畅，现场无积水。3、分工标志管理（1）现场管理人员和工人分色佩戴安全帽。（2）现场指挥，管理人员佩戴分工标志卡。（3）危险施工区域设值班人员并佩戴值班人员工作卡。（4）危险施工区域挂警示牌和警示灯示警。4、现场防火管理（1）现场设置明显的防火标志，健全完善的防火管理制度。（2）配备足够有效的消防器材。（3）施工动火要有严格的审批手续。。46。 5、文明运输及外部公共关系管理（1）土方运输要按有关要求办理准运证。（2）运输材料、土方、垃圾要有切实可行的防护措施。（3）泥砂不能随车带出场外。（4）处理好与施工现场周围有关单位和群众的关系，培养良好的职业道德。6、临时设施及生活环境管理（1）严格按施工总平面图规划搭设办公室、工人宿舍等临时设施。（2）办公室、职工宿舍等临时设施搭设整齐正规，不拥挤，有足够的安全消防通道和良好的采光和通风条件。（3）改善食堂清洁卫生条件，确保炊具干净，室内无蝇鼠。炊事员必须经身体健康检查符合要求持健康证上岗，并穿专用工作服。定期抽查蔬菜、食品的卫生情况。（4）工人宿舍内摆放蔬菜，并排出值班表，每日派人清扫，宿舍内不自隔小房间，不乱拉电线，不留外人住宿。（5）浴室、厕所专人清理，每周喷洒药剂。（6）临时设施采取封闭管理，并设置值班人员，禁止无关人员随意进出。。46。 第一篇质量目标及质量保证体系1、质量目标科学管理、精心施工，合理制定工程进度计划，严格按照国家及市有关安全操作规程施工，坚决杜绝事故发生。在施工过程中严格按照规范精心施工，争取各工序均达到优良，创造一个全优工程。2、质量保证体系1、公司按ISO9002国际标准建立健全质量体系，配备充足的资源，按标准要求进行管理和监督。ISO9002全部要素是我们的行动准则，一次合格是我们的工作标准，精心组织、科学管理、优质高效是我们的手段，让用户满意是我们的最高目标。施工中，认真贯彻公司的质量方针，落实《质量手册》、《程序文件》和《技术交底》，实施全过程、全方位的管理，以确保该工程质量目标的实现。。46。 2、建立健全该工程的质量责任制：经理负责协调公司机关各职能部门及项目经理部的质量活动；管理代表（主管生产的付经理）主持该工程质量活动，主持纠正和预防措施的规定，并对实施和有效性组织跟踪和验证；总工程师组织贯彻执行国家现行有关工程质量，组织推广新技术、新工艺并组织编制质量保证措施。3、项目经理是本工程的第一负责人。工地设置专职质量检查员二人作为项目经理管理助手，在项目经理和项目技术负责人的直接领导下，在公司质安科的指导下，具体担负质量管理方面的业务工作，实行质量一票否决权，对工程质量实施严格严密的监控管理。4、组织好工序交接检查验收。各施工班组设兼职质量检查员，对本班组完成的项目按照标准进行认真质检，并填写自检记录，对于不符合项目自行整改关闭，最后提交专职质量检查员验收，同下一道工序办理交接手续，上道工序存在的质量问题，没有进行整改，下道工序拒绝接收，以保证上道工序的不合格项不转入下道工序。3、管理措施1、各级管理人员、工程技术人员和质检人员，必须对工程量严格要求，一丝不拘的执行施工规范、操作规程和质量验收标准。2、领导和技术人员对工程的关键部位要跟班作业，严格把关，发现问题，及时解决。3、对技术复杂、施工要求高的施工部位，除必须认真进行技术交底外，还要现场指导，先做样板，再全面展开施工作业。。46。 4、实行全面质量管理，成立主要分项的QC小组并认真开展活动，对存在的质量问题，制定整改措施，并抓好落实。5、明确各级质量责任制，做到责任落实到人。6、实行优质有奖，劣质受罚，质量和经济利益挂钩，保证质量目标的实现。7、在施工过程中不断的组织定期和不定期的质量检查评比，不断发现和处理施工操作中存在的质量问题，不断提高施工质量水平。8、建立施工现场的例会制度，通过工程例会，经常掌握生产动态，解决施工中存在的质量问题，确保施工生产的顺利进行。项目经理每周召开一次工程质量分析会议及质量意识教育会议。总结上周施工过程中的质量情况，对类似质量问题出现的原因进行分析并提出整改措施，并对下周施工过程中可能出现的质量问题先进行交底，防止质量问题的产生。9、技术负责人专职负责质量检查，工程技术人员应经常定时检查各作业层的质量情况，能以真实的数据反映当天的质量情况，并作详细的记录。3、工程质量的具体要求。46。 1、认真熟悉图纸，搞好图纸会审，施工前处理好设计和技术上的有关问题，在此基础上，项目技术负责人向施工班组做好技术交底工作。交底采用书面交底和口头交底相结合的方式进行，以书面交底为主。2、做好测量放线工作，所有测量仪器按期校核，保管完好，保证作业状态优良。设置专门的测量放线小组，指定测量负责人。每次测量放线完毕后，技术负责人必须组织复核。维护好现场所有的测量标桩或标志，如有损伤立即校验复补。3、工程所用材料把好三关，即材质关、检验关和计量关，特别是钢材和水泥等主要材料，除必须要有出厂合格证外，还必须按批量取样送检，合格后方可使用，对已通过检验和未通过检验的材料严格分开堆放，作出标识，防止误用，材料堆放应保证必须的条件，防止由于堆放不当而使材料受损严重。4、地基土必须认真压实，做好密实度实验。如发现“弹簧土”现象，应立即通知监理方与设计院进行处理。5、沟槽开挖过程中，应尽量避免扰动原土，回填时认真做好分层夯实工作，并按规范规定取点作密实度实验。每层回填完毕，密实度符合要求后方可进行下一层的回填工作。6、钢筋严格按设计尺寸加工，并按设计涂好防锈漆。7、应认真复核各种地下管线的位置，做到不错放、漏放，避免造成结返工凿槽现象。8、完善工程技术档案资料的管理，项目设计专人负责此项工作，工程竣工后，由项目经理部提供完整的资料交付生产技术科管理，归档，作为竣工资料交付。。46。 9、进行经常性的质量意识教育，在全体员工中树立坚定的质量第一和信誉第一的观念。树立必须是严格操作作出质量而不仅仅是靠质量检查的思想。10、经常组织技术人员，各班组成员参观邻近先进单位的施工现场，吸收先进的质量管理体系及施工方法，不断提高工程的质量。11、密切与甲方、监理、监督和设计部门的联系，自觉接受管理，不断改进服务质量。。46。 第九篇物料供应组织计划9.1、主要材料供应计划及质量检验计划9.1.1、质量检验计划1、加强施工技术管理，严格执行以技术负责为首的技术责任制，使施工管理标准化、规范化、程序化。2、严格按照设计文件和施工图纸施工，严格遵守施工规范，严格掌握施工技术标准、质量检查及验收标准。3、所有材料必须符合国家建筑材料标准要求，并持有出厂合格证。4、主要材料必须经过复试（复试合格方可使用）。5、为满足计划供应要求，项目部成立项目材料设备部，负责对外材料采购合同的签订、采购供货等工作，并在材料质量验收上把好质量关。9.1.2、材料供应计划本工程所需材料均由施工单位自行采购，选择质量优级，价格合理的产品，按照有关程序进行材料质量的把关，报送监理工程师批准后，再进货和使用。9.2、主要施工机械设备计划。46。 机械设备配置情况具体详见《主要施工机械设备计划表》表9—2主要施工机械设备计划表表9—2序号机械或设备名称数量国别产地制造年份额定功率KW/H生产能力M3/H1振动棒2九江2006.31.1KW5400/M2平板振动器1珠洲2010.52.2KW3200/M3随车小吊1长沙20085T/4电子计量设备1陕西2009.80.05/5柴油发电机组1长沙2007.3100KW100KW/H6砂浆搅拌机2徐州2010.520050M3/h7蛙式夯实机1无锡2010年600560/m8装载机2厦门2008.61853.0M39自卸汽车6厦门2009.815819.6T。46。 9.3主要试验仪器设备计划试验仪器和设备的配置详见《主要测试仪器、设备表》表9—3主要测试仪器设备表表9--3序号仪器设备名称规格型号单位数量备注1光学经纬仪T2台1自有2水准仪S3台1自有3铟钢尺5米套2自有4钢尺50米套2自有5灌砂仪D200mm套1自有6塔尺5米个2自有7砝码天平200g感量5mg台1自有8电子天平MP2000B台1自有。46。 第十篇安全目标和安全保证措施3、安全目标1、无死亡重伤事故。2、无倒塌事故。3、无大型设备损坏事故。4、无火灾区事故。5、事故频率控制每年在0.1‰以下。4、安全保证体系1、根据施工企业第一把手是安全生产第一责任人的原则，公司组成以经理为首的安全生产委员会，负责安全工作的领导和检查督促。主管生产的付经理作为公司安全生产直接责任人，承担安全生产的领导责任，安全科为专职业务科室并为公司安全生产委员会的办公室，负责处理有关的业务工作。2、成立以项目经理为组长的安全领导小组，项目设专职安全员，班组设兼职安全员，专、兼职安全员有职有责，严格管理。3、各级安全组织必须履行职责，从措施强度、安全教育、技术交底、执行检查等环节层层把关，纠正违章作业，消灭事故隐患。。46。 4、各级施工管理人员，工程技术人员必须熟悉与工程施工有关的安全规程条例，标准和规范等，各工种工人必须熟悉本工种的安全技术操作规程，否则不许上岗。5、安全保证体系同时也是防火保证体系，现场由项目经理兼任防火组长。3、安全生产措施1、认真贯彻执行安全生产的方针和建设部“一标三规范”，切实加强管理，保证职工生产活动中的安全和健康。2、加强安全生产的领导，尊重科学，严格管理，努力改善劳动条件，注意劳逸结合，制定以防止工伤事故，中毒和职业病为内容的安全技术措施，并认真组织实施。3、坚持管生产必须管安全的原则，健全管理机制，建立领导与群众，专职与兼职的相结合的齐抓共管的安全生产保证体系，做到安全生产“层层有人负责，事事有人管理”，认真落实安全生产责任制。4、加强施工现场的安全防护，推行先进的安全技术和设备，按规定对职工进行安全增长率，奖励安全工作的好人好事，并对违章指挥、违章作业予以处罚。。46。 5、分项工程施工方案必须编制安全技术措施，内容要全面，要有针对性，根据施工特点和施工季节等具体情况，提出具体内容，经审批后方可组织实施，各级管理人员必须按审批后的安全技术措施组织施工、检查和落实。6、各级领导、工程技术人员、生产工人等必须熟悉安全生产技术知识、条例及规程，认真做好安全技术工作。7、各级领导必须从思想上高度重视安全技术措施的实施，认真组织人力、财力、保证安全技术措施经费的落实。8、在布置施工生产任务时，要做好安全技术文字交底，交接双方履行签字手续。9、公司每半个月组织一次生产、安全、机械设备等部门参加联合检查，对查出的隐患以书面形式通知项目经理，并限期整改完成。10、项目经理根据台风、暴雨等灾害性较大的气象预报，不定期地组织检查，及时排除安全上的隐患。11、施工安全检查根据建设部的《建筑施工安全检查评分标准》进行检查评定，消防、卫生、文明施工根据新疆和济宁市有关规定进行检查评定。安全资料同步到位，公司每半个月抽查一次。3、安全生产具体要求1、进入施工现场，必须戴好安全帽。2、施工现场必须按规定设置安全标志和安全纪律牌，现场作业人员必须认真执行安全纪律。安全纪律牌与施工总平面布置图示牌对称悬挂在工地入口处，其规格为高x宽1.22x。46。 2.44米，白底红字。各机械设备上要明挂操作规程和操作人员标牌。3、执行省建委的规定，保证用电设备“一机一闸一漏电”。4、坚持做好三级安全教育，特殊工种人员持证上岗。1）对新招收的临工和实习代培人人员由公司质安科进行一级教育，内容主要是安全生产的有关政策、法规以及公司的规章制度，本行业生产特点，典型事故教训、急救防护知识等，培训后经考试合格方可分配工种上岗。2）项目经理部进行二级安全教育，内容是结合施工生产性质进行安全规章制度、高处作业、施工安全用电、事故报告等。3）施工班组进行三级教育，内容是班组安全生产史、安全生产特点、目前安全生产情况及存在的问题等；经常工作地点及环境卫生要求；机械设备工具的性质及安全管理知识预防事故的方法。4）电工、电焊工、机械操作工等作业人员必须经市劳动局及有关部门进行专门安全教育培训，经考试合格后方可特证上岗作业。。46。 5）采用新的施工方法、新技术和新型机电设备时，要进行新操作方法和新的岗位安全知识教育，工人换岗工作必须换岗教育。5、现场内的坑、井、沟、洞和易爆场所、变压器周围要设置围栏、盖板和醒目安全标志，危险处夜间需设红灯示警。6、水泥稳定沙砾基层搅拌站和厂拌等场所要采取排污防毒措施，使尘毒标准符合国家规定。7、施工现场、易燃易爆仓库和木材堆放场地要建立防火管理制度，配备足够的消防器材，经常检查，保持良好。有毒易燃器设专人保管并有严格的管理制度。8、各种机械设备安全防护装置、限位装置必须齐全有效，设备安装后要经公司设备材料和质安科联合检查验收合格并办理验收手续后方可使用。9、沟槽开挖、场地平整，挖掘机臂长范围内禁止站人。10、沟槽较深部位应根据实际土质情况放坡开挖；在槽底作业时应时时注意边坡稳定情况，做到及早发现问题，及时解决，防患于未然。。46。 第十一篇成本管理措施成本的降低应建立在质量的基础上。在施工过程中，要树立向质量要成本的原则，其具体措施如下：劳动力管理1、合理施工，安排流水交叉作业，使劳动力的利用率达到最高，避免窝工。2、全力推广新技术、新工艺、新材料，降低劳动强度。3、尽量使用机械化施工，降低劳动强度。4、各种工程把好质量关，做到一次合格，避免返工，造成劳动力的重复使用。5、采取质量与报酬挂钩方式，采取市场经济管理方式，承包到个人，提高各种施工人员的积极性。材料管理1、严格按照ISO9002体系，对材料供应商进行评审，承包到个人，提高各种施工人员的积极性。2、严格进场材料的计量复核高度，并做好材料的入库登记。。46。 3、按设计图纸结合预算计算材料用量作为各工种的基准用量，采取材料节约按比例奖给个人，材料浪费按比例向个人摊派的原则，提高各个工种施工人员节约材料的意识。4、加强对各种材料的贮存与使用管理，提高周转材料利用率。工程预决算管理1、在工程施工前，应详细按图纸各分项工程所需的材料用量，向材料股提供详细、准确的材料计划。2、在施工过程中及时总结各分项工程的材料、人工用量，分析节约或浪费的原因，并向项目经理汇报，以便及时作出有效的节约人工和材料的措施。3、施工完毕后应及时做好施工决算，做到不漏算、少算。其它1、水、电能源要注意节约，杜绝长流水和不必要的长明灯现象，动力用电线路经常检查，防止跑、漏电现象。2、机械设备经常维修保养，提高完好率和使用率，延长其使用寿命，努力降低成本开支。3、加强警卫，防止材料被盗。。46。 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