广川渠灌溉项目施工组织设计

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本工程项目的直接责任人。③质量安全部：在部长的领导下，负责工程质量保证体系正常运转和工程施工安全，负责实施本工程项目的现场质量管理和质量控制。④工程技术部：在工程技术部长的领导下，进行日常技术管理工作，在技术方面贯彻质量方面方针。⑤\n各施工队长、质检员：执行项目经理及各部门下达的有关质量文件和指令；在施工中执行国家有关技术标准和技术规范，执行本工程的施工技术措施，严格执行本工程的质量管理办法，负责施工工艺、质量管理及技术指标及及技术指标在现场的全面贯彻实施工作，保证质量体系及其文件、指令在基层的有效执行；保证质量记录的完整性和真实性。施工队长对本队所承担的工程项目施工段的质量向项目经理和项目总工负责，是本队工程项目施工段质量的第一责任人；质检员对本队所承担的工程项目段的质量向队长负责。质量管理机构图：项目经理技术负责人试验室工程技术部质量安全部工程材料部设备部测量组各生产班组四、质量保证书a、管理措施①选拔质量意识强、领导水平高、施工经验丰富的人担任项目经理，配备功能齐全、熟悉业务、配合默契的精干项目经理部，建立完善的质量管理组织机构，明确各部门人员的质量职务，制定质量管理的奖惩制度。②严格按照我公司以GB/T19001－2000;ISO9001－2000标准编制的质量体系程序文件，编制本工程的质量计划，制定本工程的《质量管理实施细则》，做到在施工时有章可循，有据可查。③成立创优质工程领导小组，以实现工程质量目标。创优质工程领导小组由项目经理任组长，项目副经理、项目总工任副组长，项目经理部与总部签订质量创精品责任状，保证合格率达100%，一次性合格达95%以上，无重大质量事故，每月一考核，每季一总结，奖优罚劣、奖罚兑现。④\n加强施工技术管理，严格遵守施工程序，坚决执行技术规范做好合同、技术、施工组织三个交底工作；实行测量负责制和测量复核制，保证工程的位置、高程符合设计要求。⑤加强员工的教育培训工作，使每个施工人员明确质量目标、树立精品工程意识，定期组织学习现行国家标准、施工规范和规程。⑥做好通讯、交通工作，以使项目法人、监理工程师的指令的质量文件、其它部门的质量要求和文件能及时传达并贯彻落实。⑦工程中所用的材料严格按照合同、图纸和规范、标准中的要求进行采购。对于由业主提供的材料，按规定程序交接，并严格审核，抽样进行试验，严把材料质量关，以保证工程质量。自购的所有原材料、有关成品及其它物资，征求监理工程师的意见，得到同意后方可购进。所有材料都要有厂家的产品合格证、材质证明书、检验报告等能足够以证明其质量的资料，送监理工程师审查，并妥善保管，工程竣工后，及时移交给业主。做好产品标识、检验和试验状态标识的工作，在检验和试验中，发现不合格品及时隔离作出标识，严禁在工程中使用。按照《物资采购控制程序》对材料供应方的资质、生产能力、质量体系、产品质量等进行评价，确定合格后再采购。⑧严格执行工程的“三级”检查验收制度，加强工序质量控制，确保上道工序必须验收合格后方可进行下道工序，保证工程质量。对各级检查验收进行认真检查记录，发现问题列出“存在问题清单”，及时反馈到各施工班队，施工班队根据清单及时消缺，完成后，立即反馈，申请下一级验收。各级检查验收的数量不得少于下列数值；自检率100%，互检率50%，专检率30%。“三级”\n检查验收完在并消缺后，申请监理部门验收，并将检查记录及消缺情况向监理工程师汇报。项目部根据互检、专检及监理部门检查验收的情况，对照问题清单，对被发现问题的施工责任人进行惩罚。⑨克服质量通病，充分发扬员工的积极性，开展技术革新和采用合理化建设，推广新技术、新工艺、新方法的应用，不断提高保证工程质量的能力。⑩工程竣工后，定期对质量进行回访，提供保修服务，定期对质量进行回访，为用户提供快捷、可靠的保修维护服务。b、技术措施①施工准备全面认真审阅合同要求、招标文件、设计资料和当地行政部门有关文件、法规；确定施工总体部署，制定施工方案、工艺规程及质量控制计划选择机械设备，对现场进行复核与控制测量，调迁和培训参建队伍，完成临时设计。②材料设备采购明确材料、设备、器具的规格型号、卖方信誉及检测试验的资料，严格按质量标准订货、采购、包装和运输，按照程序文件中的有关程序进行检验和控制，选用合格的供货方，把好材料关，对工程上使用的所有材料就地质量检查，杜绝不合格材料和半成品进入工地。③过程控制a\n)施工过程的控制主要通过质量体系的正常运行，按照程序文件中的有关过程控制程序进行质量控制，根据设计及规范及招标文件《技术条款》要求，工艺标准和验收标准，对各单位、分项、分部工程进行延续性检验与评价。b)加强技术管理的基础工作，施工中对隐蔽工程和每道工序严格执行施工质量“三检制”和“联检制”，坚持施工班组自检、作业质检员复检、项目经理部质检工程师终检制度，在三检合格的情况下由项目经理部质检工程师将检验合格证交监理工程师，并在监理工程师指定的时间里，质检工程师、质检员与监理工程师一起，对申请验收的部位进行联检，在联检合格后，监理工程师在验收合格证上签字后方可进行下道工序的施工。c建立设备全、全员配备强的现场试验室，试验室将按照国家的有关规定和规范要求或设计文件要求对工程上使用的砂石骨料、水泥、混凝土、水泥砂浆等进行现场取样的质量检测及分析，并及时将有关的检验结果上报有关部门和领导。c)为了达到全过程的有效控制，必须做到质量、成本、工期三位一体。施工过程中，明确各职能部门的控制任务，进行密切协作，做好技术交底工作、施工设备和检测仪器的检查和保养工作，建立关键工序的管理点和控制点，做好设计变更、工艺更新和所有施工文件的控制和不合格的控制工作。④试验与检验:按照我公司质量体系程序文件中的有关检验和试验控制程序进行货检、工序检、分项分部检和单位工程质量评定、阶段检、设备安装检、预检、隐检、功能检和终检等，并采用工序检验记录，质量证明记录、工序交接记录、工程摄影、竣工验收文件、现场标记等方式进行标识，作到及时、准确、完整、可靠。C、质量保证体系\n本工程施工将严格按照标准质量体系，根据我公司的质量手册和程序文件开展质量活动，使所有的质量活动自始至终处于受控状态。1.1质量方针和质量目标1.1.1质量方针：科学管理、精心施工、质量优良、顾客满意。1.1.2质量目标：力争做国家级优质施工工程。1.2施工质量保证体系图。1.3质量体系文件根据承建工程施工项目特点，建立文件化的质量体系，并保证体系持续有效运行，本项目质量体系有下列文件：1.3.1质量手册1.3.2程序文件。1.3.3过程控制指南（作业指导书）。1.3.4本工程需要执行的国家和行业规程规范、技术文件。1.3.5自行编制并经监理工程师批准的施工组织设计、施工方案等。1.3.6本公司制定的适合本工程的质量计划和试验大纲。1.3.7业主、设计和监理工程师提供的与质量控制有关的施工图纸、设计修改通知单、工程联系单、文件等。1.3.8各种质量检验及工程验收记录表格、各类质量活动记录。1.4过程控制过程控制主要是指施工准备和施工过程中的质量控制程序及过程控制程序。1.4.1施工准备\n（1）搞好施工组织设计和施工方案的进一步优化。中标后，以投标期间施组设计为基础，认真分析本工程的特点和难点，有针对性地提出防范措施，编制切实可行的施组设计和过程质量控制计划。（2）严格审查图纸，认真做好图纸会审工作。（3）进行技术交底和必要的技术培训工作。（4）严格按质量标准定货，搞好原材料和半成品的质量控制。（5）搞好机械设备的管理，加强机械设备维修保养和检修，使机械设备经常保持良好的技术工作状态。1.4.2施工过程（1）加强施工工艺管理。严格按照设计图纸、施组设计、规程规范组织施工，保证工艺过程的先进性、合理性和相对稳定性。（2）加强工序控制一般工序控制：将各类影响工序质量的因素处于受控状态。特殊工序和关键工序控制：专门设立监控点，进行全方位监控。（3）加强施工质量检查验收，坚持质量检查验收制度，按质量标准和验收规程，对竣工的分部分项工程，尤其是对隐蔽工程及时进行检查验收。不合格的工程决不验收，该返工的必须返工，不留隐患。上道工序不合格不得转入下道工序施工。对容易产生质量波动，容易产生质量通病或对工程质量影响较大的部位和环节，加强中间检查和技术复核，以确保工程质量。（4）加强质量统计分析，运用统计技术进行统计分析，找出影响的主要原因，对于发现的质量问题或不利因素及时加以消除。\n质量安全保证体系\n第五章、施工方案与技术措施1、土方开挖：1.1土方开挖施工程序及方法本工程中土方开挖基本施工程序为：测量放线→场地清理→土方开挖→边坡及基础面处理→质量检查和验收。1.1.1测量放线在沟槽土方开挖前期，首先根据招标文件有关技术条款的规定和设计图纸在原地面上进行开挖开口线的精确测放，并在开挖开口线上作明显标志。在整个施测过程中，其测量精度和程序均应满足《水利水电工程施工测量技术规范》和《招标文件》中土方明挖、石方明挖的有关规定。测量完成后，按规定向监理工程师提交相应的测量放线成果资料，待监理工程师对测量成果进行认可后，方可进行场地清理作业。1.1.2场地清理场地清理包括植被清理和表层腐殖土剥离。其范围包括永久和临时工程、存弃渣场等施工用地需要清理的全部区域和地表。在进行开挖前，应根据测量放线结果对开挖区域内的树根、杂草、垃圾、废渣及监理工程师指明的其它有碍物进行清理，将其清理至最大开挖边线外侧5米以外，以不影响建筑物的施工。含细根须、草本植物及覆盖草等植物的表层有机土壤，按监理人指示的表土开挖进行，并将开挖的有机土壤运到指定地区堆放。防止土壤被冲刷流失。堆存的有机土壤应按合同要求或发包人要求的环境整体规划，合理使用有机土壤。耕地内表层土开挖厚度根据图纸要求，采用装载机开挖，由装载机铲运至沟槽一侧耕地表层土堆放区集中堆放。非耕地内植被清理，采用人工结合装载机或推土机进行清除，按设计图纸指定的地区进行弃置，并不得妨碍自然排水和污染环境。\n1.1.3各部位开挖方法本工程中土方开挖主要包括管沟土方开挖、管沟土方清表、顶管工作井土方开挖、水土保持工程土方开挖。（1）土方开挖管道沟槽土方开挖深度不同，主要采用1.6m3反铲挖机分段分层开挖，除底部预留20cm的保护层人工开挖外，上部土方采用挖机分层进行开挖。针对各段的开挖深度不同，每层开挖深度不大于4.5m，最后一层直接开挖至管沟保护层，所有开挖边坡均按设计边坡坡度控制。在挖机开挖第一层时，开挖料分别堆放至沟槽两侧以备回填，由于管道一侧需修筑施工道路（如开挖深度大于6m时，一侧修筑马道，以便回填和管道安装），所以施工道路一侧少堆放土料，而另一侧采用装载机推运，尽可能多的堆放，第二层及以下部分挖机装20t汽车运输至回填部位进行回填。并用装载机对堆土区进行集中整平和修整，以满足环保要求和上层堆放的要求。底层保护层人工进行开挖，开挖料人工铲运成堆，挖机挖除。土方填筑施工要求1普通填筑一般要求（1）填筑一般按水平层进行，横向宽度要延伸到所要求的范围，每层填筑厚度在压实之前不超过30cm，用振动碾或其它经监理人批准的压实机械把每层压实。（2）在运输、摊铺和压实填筑材料时，要求填料在填方区分布和级配合理，每一压实层容重是相同的，当每层的材料受制于确定的含水量时，要通过机械压实，一直到每个填筑层的干容重等于或大于规定的干容重为止。应将所采用的压实机械的详细资料送交监理人审批。（3）机械压实遍数和运行速度要以获得规定的压实标准为宜，相邻的两个轮迹至少要重叠50cm。（4）当确信为获得规定的压实度而必须的压实次数已达到时，应会同监理人进行一次现场试验以证实压实是否符合要求，试验应满足有关规范或其他批准的方法。当现场试验证实符合要求时，方可进行下一层填筑。2管道回填一般要求2.1管沟回填压实度要求管道回填压实度应满足设计要求和GB50268-2008规范的规定。2.2管道管沟回填要求\n（1）管沟回填应满足GB50268-2008第4.5、4.6节规定。（2）管道水压试验前，除接口外，管道两侧及管顶以上回填高度不应小于0.5m；水压试验合格后，应及时回填管沟的其余部分。（3）回填前，应清除管沟内砖、石、木块等杂物，并确认管沟边壁无松散土体和坍滑体，当回填过程中发生塌方时，应将塌方和松散材料全部清出。（4）回填时，管沟内不得积水，保持降排水系统正常运行，不得带水回填。（5）管道安装完成经验收合格后，应及时进行回填，回填不应滞后于管线安装60m，不允许已经安装的管道长期外露，更不允许使其跨越汛期和冬季，以免发生管道损坏和汛期漂管事故。（6）在管沟回填过程中，应保持管道免受下落石块冲击、压实设备直接相撞和避免其它有潜在破坏的危险。（7）在回填和压实作业中，应小心操作以免破坏管道的涂层，每回填一层后都要检查管道的涂层是否出现损伤，如果发现，立即修补。（8）回填时，应沿管沟壁的溜板（槽）下料、铺料。不得在管道上方高处倾倒回填料。严禁单侧回填或用推土机从一侧向沟内推埋，造成漏夯和填料离析。回填材料运入槽内时不得损坏管节及其接口，管道两侧和管顶500mm范围内的回填材料，应由管沟两侧对称运入槽内，不得集中推入。管道之间的回填压实应与管道至管沟壁之间的回填压实对称进行，两侧回填高度差不应超过一层填筑厚度，且不得超过300mm。（9）管道顶以上500mm的缓冲覆盖厚度应采用轻夯压实，以防止损坏管道。（10）回填压实应分层进行，分层回填的每层铺料厚度一般为150～300mm，可根据土质情况和压实机械、压实方法，经过现场试验确定。压实过程中，不得造成管线位移和管道损伤。（11）分段回填、压实时，相邻段的接茬应为梯形，其阶差不得超过2个填筑层；接茬处的碾压应相互重叠至少600mm，不得漏碾。（12）当采用填弧法施工，管道与基础间的三角区应填实，并压实至规范及设计的要求。（13）每回填一层并按规定的压实要求施工完毕后，检查合格后才能继续铺填新土，经验收合格的填筑层因故未继续施工，并经检验合格后才能继续铺填新土。在一天内填筑的回填材料，宜在当天工作结束前压实。（14）管道与其他管道或地下建筑物交叉部位的回填应符合要求的压实度，并应使回填材料与被支撑管道紧贴。\n（15）未及时回填的管道，特别是跨沟、跨河流段的管道在汛期必须采取有效的防洪措施，防止洪水进入管沟，造成管道漂移。（16）管道敷设完毕后，在地面上设置标志。（17）施工期间大型施工机械设备严禁横跨管槽，若确需横跨管槽时，承包人应采取可靠的保护措施，并经监理人批准同意。浆砌石护坡1.采用人工配合机械开挖基坑，基坑开挖后，做地基承载力检测试验，若地基承载力满足要求，可直接在天然地基上砌筑基础；若地基承载力不足，用灰土换填夯实处理。2.浆砌片石基础（1）基础采用M7.5号浆砌片石砌筑，结合现场原材料含水量及计量器具换算出相应的施工配合比，现场挂示砂浆配合比标识牌；砂、石材料要避免受泥、油污染，水泥要做好防水防潮工作。（2）砂浆采用机械拌合，如远距离运输砂浆到现场后，要重新人工拌匀。砌筑现场堆放砂浆的场地应硬化或铺铁皮，严禁污染砂浆，存放时间大于两小时的砂浆禁止使用。（3）片石必须分层砌筑，先坐浆后砌石，严禁堆砌，每2-3层为一工作层，各工作层聚缝应相互错缝大于10cm,外圈定位和转角石，应选择形状较为方正及尺寸较大的片石，并长短时间地与里层片石相咬接，砌缝宽度一般不应不大于40cm。（4）砌筑时片石大面朝下，砌筑稳当，较宽的缝隙在砂浆中挤入适当的小石块填充，严禁单纯用砂浆或石块填满。每砌筑下一层前应及时清除前一层表面余渣并洒水，严禁其他杂质留在砌筑层。2、混凝土工程1）钢筋工程a、工艺流程原材料检验试验®调直除透®下料®焊接（绑扎）安装®质量验收b、钢筋原材料的检验及焊接试验（1）各种规格的钢筋进场后，在加工前按同规格、同批号（同炉号）每60t取样一组进行检验，检验合格方可进行加工。\n（2）钢筋加工制作前，原材料检验结果必须报业主及监理确认钢筋质量，经业主、监理审核确认合格，方可进行钢筋加工。（3）本工程钢筋连接采用搭接焊，在钢筋加工前，先试焊取样试验，经试验接头各项物理力学指标达到要求，方可进行焊接加工。（4）焊接接头在施工过程中，同规格、同批号钢筋按300个接头一批取样试验检验，经检验合格方可进行安装绑扎。c、钢筋的制作（1）钢筋在现场制作，根据总进度计划安排制作顺序，先施工的先加工。加工与绑扎密切配合，保证工程进度如期完成。（2）钢筋制作加工前，先将表面清洁干净，粘着的油污、泥土、浮锈使用前必须清理干净。（3）圆盘钢筋调直后，不得有局部弯曲、死弯、小波浪形，其表面伤痕不得使钢筋截面减少5%。（4）钢筋切断应根据钢筋型号、直径、长度、长短搭配，严禁长料短用，先断长料、后断短料。尽量减少和缩短钢筋钜头，节约钢材。d、钢筋的绑扎（1）钢筋的位置、间距根据设计图纸尺寸，绑扎时在垫层上划出主筋间距进行排放绑扎。钢筋底板保护层采用50×50×35mm的高标号砂浆制作垫块，每间隔1-1.5米布置一只，呈梅花型布置。保证底钢筋保护层符合设计和规范要求。底板的双层钢筋采用架立筋支撑，架立筋采用>Φ20钢筋制作。支设时用电弧焊固定在底板下层钢筋上。架立筋要求固定牢固，保证上下排钢筋的排距正确。阀井墙板垂直钢筋，在底板钢筋完工，检查复核后进行。首先在底板钢筋上划出墙板轴线，并按墙宽（减保护层）在底板下绑扎二排水平钢筋，作为墙壁立筋的控制线，立筋插入底板\n下层钢筋上，并与底板上排的水平钢筋绑扎。（2）为了保证钢筋绑扎符合规范要求，底板、顶板的钢筋在垫层和底模上划间距排筋，墙板的立筋，首先在大角吊直后固定牢固，绑扎水平钢筋。水平钢筋在立筋上划水平间距，立筋在水平钢筋划出间距，绑扎时按划线，并随时检查绑扎好的部位，纵横垂直度和水平度及间隔尺寸。（3）钢筋的锚固长度和搭接长度按设计和规范要求进行施工。2)混凝土工程本工程混凝土采用拌合系统集中拌制。混凝土运输采用混凝土搅拌车，采用混凝土输送泵送至浇灌部位，人工辅助浇筑。a、混凝土原材料及配合比（1）水泥：水泥选用冀东P.O42.5低碱水泥。对到货的水泥进行检查复验,同时查验出厂合格证和复检资料。（2）水：采用饮用水拌制混凝土。水质符合要求。（3）骨料：混凝土骨料使用监理人批准的料源，不同粒径的骨料分别堆存，严禁相互混杂和混入泥土。（4）外加剂：用于混凝土中的外加剂(包括减水剂、加气剂、缓凝剂、速凝剂和早强剂等)，其质量符合DL∕T5100—1999第4.1.1条至第4.1.4条的规定。通过试验确定外加剂的掺量。（5）配合比：混凝土配合比通过试验选定。并报送监理人审批。b、混凝土的检验和试验混凝土运至现场，现场试验必须检查随车到达的混凝土配合比及送货单；同时取样检测混凝土的坍落度，达到要求方可浇灌。试验员必须在业主、监理见证下按进行现场见证取样。实测坍落度与设计配合比坍落度之间的允许偏差为±\n30mm，并作好检测记录。金属结构设备及安装工程1、施工技术要求：1.引水管道为采用DN350钢管，管道设计流量按下游工业用水量确定。本工程输水管线所处地区最大冻土深度为1.11m。为保证输水管线的安全，满足其正常工作的要求，将输水管线埋置于冰冻线以下，确定压力管道的管顶最小覆土厚度为1.5m，局部地区埋深较大2.根据地形及检修的需要，在输水管线上设有排气阀、泄水阀、闸阀等10个。PVC 管安装：1、本工程采用 PVC-U管，柔性接口排水管道的横管与横管，横管与立管的连接，应采用450三通或450四通和900斜三通或900度斜四通。立管与排出管端部的连接，宜采用两个450弯头或弯曲 半径大于4倍管经的900弯头。通过室外的排水管，穿过墙壁或基础 必须下返时，应用450三通和450弯头连接，并应在垂直管段顶部设清扫口。2、PVC 管件及附属材料的质量要求及检验，必须按下列规定执行：管材和管件的颜色应一致，无色泽不均匀及分解变色线；管材和管件的内外壁应光滑、平整，无气泡、裂口、裂纹、脱皮和严重的冷斑及明显的痕纹、凹陷；管材轴向不得有异向弯曲，其直线度偏差应小于1%；管材端口必须平整，并垂直于轴线；管件应完整，无缺损、变形，合模缝、浇口应平整，无开裂。3、管材在同一截面处壁厚偏差不行超14%；管材外径、壁厚。有其公差应符合施工规范的规定。管件的壁厚不得小于相应管材的壁厚。管材和管件的承插粘接面，必须表而平整、尺寸准确，以确保接口的密封性能。其承口尺寸应符合施工规范的规定。4、管材和管件的贮运：管材应按不同规格分别进行捆扎，每捆长度应一致，且重量不宜超过50千克；管材应按不同品种、规格分别装箱，均不得动散装。搬运管材和管件时，应小心轻放，避免油污。严禁剧烈撞击、与尖锐物品碰触、抛摔滚施。管材和管件应存放在通风良好、温度不超过400的库房内，不得露天存放；距离热源不小于 1m\n。管材应水平放在平直的支垫物上，支垫物宽度不应小于 75mm，间距不应大于 1m；外悬端部不应超过 0.5m，堆置高度不得超过 1.5m。管件应逐层码放，不得叠置过高。胶粘剂和丙酮等清洁剂应存放于危 险品仓库重。现场存放处应阴凉干燥，安全可靠，严禁明火。5、配管应符合下列规定：断管工具宜选用细齿距、割刀或专用断管机具断管时，断口应平整，并垂直于管轴线；应去掉断口处的毛刺和毛边，并倒角。倒角坡度宜为100—150，倒角长度宜为 2.5-3.0mm；配管时，应对插口的配合程度进行检验，将承插口进行试验插，自然 试插深度以承口长度的 1/2-2/3 为宜，并作出标记。6、管道的粘接连接应符合下列规定：管道的粘接不宜在湿度很大的环境下进行，操作场所应过错离火源、防止撞击和阳光直射。涂抹胶粘剂应用鬃刷或中尼龙刷。用于擦揩承插口的干布不得带有油腻及污垢；在涂抹胶粘剂之前， 应先用擦布将承、插口外粘接表面擦净。若粘接表面面有油污，可用于布蘸清洁剂将其擦净。粘接表面不得沾有尘埃、水迹及油污；涂抹胶粘剂时，必须先涂承口，后涂插口。涂抹承口时，应由里向外，胶粘剂应涂抹均匀，并适量； 涂抹胶粘剂后，应在20S内完成粘接。若操作过程中，胶粘剂出现干涸，应在清除干 涸的胶粘剂后，重新涂抹。粘接时，加将插口轻轻插入承口中，堆准 轴线，迅速完成。插入深度至少应超过标记。插接过程中，可稍做旋 转，但不得超过 1/4 圆。不得插到底后进行旋转；粘接完毕，应即刻 将接头处多余的胶粘剂插揩干净。 临时工程一、总体概要临时工程主要为施工道路，临时施工仓库及工棚等，施工用电线路搭设，以及施工单位临时房屋等,采取分散布置。临时设施主要为生活工棚、仓库、堆料场地及交通道路。施工场地采用分散布置，建设期的施工场地经整理，可满足施工需要。工棚、仓库等可搭设在渠道附近空地上。施工占地主要为临时生活工棚、施工场地及交通公路占地，占地大部分为荒地、山地，个别占用旱地。施工交通、工区分布、围堰、工棚、仓库、堆料场、拌和系统等各项布置详见\n“施工总平面图”。二、临时设施布置1、临时设施平面管理⑴临时设施总平面管理原则根据施工总平面设，以充分保障施工为重点，保证进场计划的顺利实施为目标，在工程实施前，制定详细的大型机具使用、进退场计划，主材及周转料生产、加工、堆放、运输计划，以及各种施工队伍进退场调整计划，对施工临时设施平面实行科学、文明管理。⑵临时设施平面管理体系由项目副经理负责临时设施总平面的使用管理，并派专人对现场平面临时设施进行分区管理。现场实施总平面使用调度制度，根据工程进度及施工需要对总平面的使用进行协调与调整。⑶临时设施平面管理计划的制定施工临时设施平面科学管理的关键是科学的规划和周密详细的具体计划。在施工进度网络计划的基础上形成对材料、机械、劳动力的进退场、垂直运输、布设网络计划，以确保工程进度，充分均衡利用平面为目标，制定出符合实际情况的平面管理实施计划，同时将该计划输入电脑，进行动态调控管理。⑷临时设施平面管理计划的实施根据工程计划的实施调整情况，分阶段发布该工程临时设施平面管理实施计划，包含采用周期计划表、责任人、执行标准、奖罚措施等。在执行中，根据各分项工程作业计划，利用工地例会和工程调度会，充分协调、协商，及时发布计划调整书，并定期进行检查监督，确保平面管理计划的实施。2、现场临时设施布置\n⑴现场办公室在施工现场设集中的建设、监理、施工单位办公区，办公室内张贴有关图表及各岗位人员岗位责任。⑵警卫室为了方便施工现场的进出，保证和外界的联系，保证施工材料的进出场，在施工现场与外界的交通干道处大门口，门口设警卫室。⑶厕所在施工现场内设置厕所，每天按时进行清扫冲洗，保证施工现场的文明施工。⑷现场道路、料场施工现场内设临时施工道路。，为满足施工过程中运输车行驶的需要，同时根据施工要求和现场情况硬化路面。每天对道路进行洒水湿润，避免尘土飞扬。⑸施工人员宿舍该施工现场布置有施工人员的生活住宿区，食堂内墙贴1.8m高瓷砖,外墙抹水泥砂浆刷涂料,顶棚吊顶，地面抹水泥，安装纱门、纱窗及通风、排污水、排气等设施。炉、灶台及灶台上部应满贴瓷砖。第六章、施工进度计划与措施为确保本工程能如期完成采取以下措施：1．选调优秀的管理人员组成项目经理部，对该工程施工实行计划、组织、协调、控制、监督和指挥职能，同时择优组建一支不怕吃苦、能连续奋战以自己为主的职工队伍，便于加强管理，确保工程高标准的顺利进行。2．在施工中以总工期为目标，以阶段控制计划为保证，动用企业内外部的有效条件，采取动态管理，使施工组织科学化、合理化，确保计划按期提前完成。\n3．推行全面计划管理，认真编制切实可行的工程进度和相应的月、旬、周作业计划，使施工生产上下协调、长短计划衔接，网络计划坚持日平衡、周调度，确保月计划的实施，从而保证该工程总工期的实现。4．搞好劳动组织，集中力量全面展开施工，有计划、有步骤地实施二班连续作业，以确保工期的实现。5．为加快施工进度，采取措施，合理安排穿插施工作业，并需按施工总进度计划编排具体的进度计划，制定切实可行的保证措施。6．充分做好开工前的各项准备工作，以确保工程有序进行，以保证工期的实现。7．加强机电设备检修、保养、保证机械完好正常运转，8．采用新技术、新材料、新工艺。该工程所有现浇砼构件，模板均可采用干粉脱模粉，减少钢筋的污染，砼表面不需凿毛，增强装修基层的粘结力。9．实行经济承包，超产有奖，提高施工班组的工作效率。10．建立甲、乙双方联合例会制度，例会每周开会一次，检查一周计划的实施情况，安排下周计划及研究解决影响工程进度的关键问题，保证月进度计划的实施。11．做好职工的后勤保障工作，建立卫生管理小组，加强对工人食堂和住所的卫生监督检查与管理，减少病员。每周编排菜谱，花样不同，尽量使职工吃饱吃好，并供应茶水到现场。冬季施工做好职工的防寒保暖工作，晚上保证工人有热水洗澡，使工人有充足的精力与施工。12．采取切实有效的冬雨季施工措施，最大限度减少气候对工程的影响。第七章、机械设备的配置与保证措施一、机械设备投入计划\n施工机械设备是施工现场人、材、机三大投入的重要组成部分，施工机械配备的合理与否，直接影响着进度计划的实施、劳动力的投入及成本的降低，特别是垂直运输的配备更与工程的施工进度密切相关。为了确保本工程的进度计划得以实施，并尽可能的缩短工期，减少劳动力的投入和降低成本，根据本工程的实际特点和建设方的工期要求，本公司对施工机械的周密安排如下：在选择机械设备的时候，根据设计单位提供的设计图纸及图纸上建筑物的细部尺寸。\n详细的施工机械设备清单见表拟投入的主要施工机械设备表。序号设备名称型号规格数量国别产地制造年份额定功率（KW）生产能力用于施工部位备注1挖掘机PC2204韩国现代2010年良好2装载机ZL503中国成都2009年良好3自卸汽车CQ32366中国重庆2012年8T良好4发电机CC502中国常州2009年良好5计算机lenovo2中国北京2012年良好6对讲机MT1005美国2012年良好7砂浆机UJ3254华东2010年2.8KW良好8离心泵1/2B-174锡山2009年2.2KW良好9胶轮车2山东2009年良好10蛙式打夯机3山东2011年良好11起重机2中国北京2008年良好二、机械保证措施1、对计划使用的施工机械进行全面检测调式，并按使用计划运调进场。2、机械操作人员必须持证上岗。\n3、操作人员在工作中不得擅离岗位，不得操作与操作证不相符合的机械，不得将机械设备交给无本机种操作证的人员操作。4、操作人员必须按照本机说明书规定，严格执行工作前的检查制度和工作中注意观察及工作后的检查保养制度。5、施工用的机械由专人统一调动，统一指挥。第八章、安全管理体系与措施一、安全目标人身死亡事故和重大机械设备事故为零,安全目标为合格。重大火灾事故和负主要责任的重大交通事故为零同一工程中发生性质相同的重大交通事故为零重伤率不大于3%二、安全管理网络及主要职责各施工班组（班组长负责组织）设兼职质检员其他部室（业务范围质管）质量安全部（安全、安监）设专职质检员各施工队（队长：本队施工全面负责、质量负全责）（副队长：协助队长）（技术专职：技术员）（队级专职质检员：质管、质检）工程技术部（技术负责）项目经理（全面负责）项目副经理（协助项目经理）总工程师（分管质量、技术、安全）\n2、主要职责①项目经理工程安全施工的第一责任人，负责制订本工程安全目标、管理方针，负责审定、批准安全生产重要活动及重大举措；贯彻国家、部等上级安全生产的法规、法令；贯彻项目法人、监理工程师有关安全生产的指令；组织全体职工的安全教育工作，定期组织召开安全生产会议。②项目总工程师工程安全技术总负责人，协助项目经理制度工程安全目标和管理方针，对工程安全技术工作负全面领导责任；负责审批重要的施工技术方案和安全技术措施，审批安全新技术或改进措施；在安全技术上贯彻项目法人。监理工程师有关安全生产的指令。③质量安全部在质安部长的领导下，负责工程施工的日常安全管理工作，并向项目经理汇报工作情况；工程全过程的安全生产、纠正违章；配合有关部门排除安全障碍；实施全员安全活动和安全教育；调查处理重大安全事故。负责安全制度制订、安全奖惩的制订。④工程技术部在部长的领导下，制定项目安全技术措施和分项安全方案；负责安全技术交底，解决施工中的不安全技术问题，排除事故源。⑤各施工队队长队长为本队安全施工第一责任人，对本队所辖施工任务和人员、机具等安全负全面责任，贯彻落实安全技术措施、安全指令和上级有关安全的文件，执行各项规章制度；在安全前提下合理安排生产计划，发现隐患及时消除。⑥安全员\n本队安全工作负责人。负责检查安全指令、规章制度、安全技术措施的执行情况，制止违章作业，负责安全保护和防止事故发生工作，有权对违章人员进行处罚。三、安全措施（一）安全措施a、安全制度项目经理部在本项目工程施工中将严格执行国家、行业、地区安全法规、标准及项目法人、监理工程师有关安全的指令，交依此制订自己的安全管理制度。具体内容和要求如下：①安全生产责任制度：规定安全管理网络中各部门、管理人员及其他相关人员的职责、权利和义务。②安全生产例会制度：项目部每月召开一次安全例会，总结上月安全工作，布置下月安全工作，提出改进措施，并做作记录。派员参加项目法人组织召开的安全例会。③安全生产教育制度：所有施工人员在进入操作岗位前须经安全考试合格才能上岗；特殊工程必须经特殊工程安全教育，进行理论与实际考试，合格者发给上岗证，不合格者补考，仍不合格者取消特殊工种资格。④安全生产检查制度：检查是否有安全生产制度、是否进行了安全教育，是否有安全技术措施，发现问题填写《安全整改通知书》，并限期整改。规定项目部每月进行一次，班组每周进行一次。⑤安全生产奖惩制度：建立安全风险机制，实行安全风险抵压金制度，对安全施工无事故的双倍奖励；发生安全事故的，没收抵押金并加倍处罚。b、安全组织①建立施工项目安全组织系统一项目安全生产委员会，项目经理任项目安全生产委员会主任。②建立与项目安全系统相配套的各专业、部门、生产岗位的安全责任系统。\n③规范作业人员安全纪律。现场作业人员遵守安全纪律和操作规程是安全控制的关键，作业人员应遵守以下要求：a)、没有安全技术措施，不经安全交底不准作业；b)、没有有效的安全措施不准作业；c)、发现事故隐患未及时排除不准作业；d)、不按规定使用安全保护用品不准作业；e)、新工人不经过培训，或培训考试不合格不准上岗作业；f)、对机械、设备、工具的性能不熟悉不准使用；g)、机械、电器设备安全防护装置不齐全不准作业。④加强班组建设和管理，班组实行安全日活动制度，每周每班不少于3小时的安全学习和活动时间。在班前班后对该班的安全作业情况进行检查和总结。⑤加强民工、临时工的安全教育和管理工作，交民工、临时工纳入局管理范围，组织民工、临时工参加技术交底、安全学习和考试，参加安全日活动。⑥成立消防、治安领导小组，加强消防、治安管理工作。⑦每月将工程安全管理情况向项目法人及监理部门汇报，每月递交安全报表一份。⑧建立各种安全管理台帐，保存各种安全文件和资料，收集安全规范、规定。项目部及班组均建立安全台帐。⑨根据国家颁布的安全规范及我局实际情况，编印通俗易懂的适合于本工程使用的安全防护袖珍手册，分发给全体职工。⑩严格执行“布置生产任务的同时布置安全工作，检查生产工作的同时检查安全情况，总结生产的同时总结安全工作”的“三同时”制度。按月评定安全工作的状况，实行重奖重罚制度。严格执行建设部设定的安全事故报告制度，按要求及时报送安全报表和事故调查报告书。\nc、安全技术根据本工程的特点，分析安全薄弱环节，要采取相应的安全技术措施。①在主要交通道口及施工工程区设置标准的道路信号、报警信号、危险信号、控制信号、安全信号和指示信号等安全告示牌，确保交通和施工安全。②在各施工区、道路及生活区内设置足够的照明系统，在凡可能漏电伤人或易受雷击的电器设备及建筑物均设置接地或避雷装置，并定期派专业人员检查这些装置的效果,场内的电路布置要规范化，电器开关设在防雨防晒的电器箱柜内，距离地面不小于1.5m。③为确保安全，在各施工区及生活区内配备足够的消防和灭火设备器材，组织一支兼职的消防队伍，消防设备器材随时检查，保养，使其始终牌良好的待合状态，定期进行防火安全检查，及时消除火灾隐患。④施工过程中派专人对岸坡进行安全巡视，特别是对曾经发生过崩岸的渠段进行特别监护，一旦发生险情及时报告提出处理措施及时处理。⑤随时关注当地天气预报及水情预报，提前做好防汛工作，遇到大雾及大雨天气暂停施工。　　⑥设立专职安全员并建立24小时旁站制度，及时纠正和消除施工中出现的不安全苗头。⑦各种临时的承重结构及模板认真检算设计，确保强度、刚度和稳定性。⑧吊装作业时，起重机下严禁人员逗留，并设立明显的作业和禁入标志;高空作业要严格按照规范和安全作业规则佩戴安全帽、安全带、设置安全网，大风、大雨等不良气候条件下不得进行高空作业。⑨各类机械设备操作人员必须持证上岗，无证人员或非本机人员不得上机操作。\n四、安全文明施工措施1、安全文明施工目标现场整齐有序，各种标志牌齐全醒目，施工人员着装整齐，不同工种区分清楚，施工操作规范，施工资料完整、整洁，保持现场和驻地的环境卫生，做到工完、料净、场地清，创建文明工作。2、安全文明施工实施措施（1）认真贯彻执行建设部15号令发布的《建设工程施工现场管理规定》中有关文明施工的规定。（2）我单位把创建文明工地，推行文明施工和文明作业作为确保施工生产安全、树立企业良好形象的重大的基础性工作来抓。成立以项目经理为组长的现场文明施工领导小组，建立文明施工管理制度。（3）工程开工准备阶段，制订文明施工的办法，加强对职工的宣传教育工作，施工阶段加强文明施工的管理与监督，防止参与施工人员发生任何不文明的行为。（4）场容场貌整齐、整洁、有序、文明，材料区域堆放整齐，有良好的安全通道，并采取安全保护措施。（5）施工区域和危险区域设置醒目的安全警示标志。（6）在工地主要出入口设置“七牌一图”，即：a、工程项目简介牌;b、工程项目责任人员姓名牌;c、安全纪律牌;d、安全生产计数牌;e、安全技术措施牌;f、防火须知牌;g、卫生须知牌;h、工地施工总平面布置图（7）施工场地平整、无坑洼，道路畅通，水、电线路布设整齐，排水、排污系统良好，设污水沉淀池，污水未经处理决不直接排入河流。（8）施工余料、废料、垃圾及时清运出去。\n（9）施工现场严禁吸烟，穿拖鞋、打赤膊等不文明行为。（10）设置专门的文明施工巡视员，发现不文明行为立即制止，并有权作出处罚。（11）宿舍整齐清洁，现场办公室、更衣室、厕所经常打扫，生活垃圾装于容器、定点放置，专人定时清除。（12）做好职工卫生防病的宣传教育，利用板报等形式向职工介绍防病、治病知识。（13）在工地五周设置反映我公司精神、时代风貌的醒目宣传标语；工地内设置宣传栏、黑板报等宣传阵地，及时反映内外动态。（14）在施工中加强对施工人员保护岸边水生物、特别是珍稀物种的宣传教育，制定专门施工水生生物保护规定，防止造成人为伤害。施工中若发现特殊珍稀物种，及时报告当地水生生物保护部门。（15）定期对施工班队进行文明施工考核，奖优罚劣。第九章、环境保护管理体系与措施在本项目工程施工过程中，我公司将严格遵守国家有关环境保护的法令，全面分析施工过程中可能引起的环境保护方面的问题，采取措施控制各种粉尘、废水、废气、固体废弃物以及噪声对环境的污染危害，把保护生态环境作为一项重要工作来抓。在施工过程中和工程完工后保持好施工现场及周围的自然环境，使施工对环境的影响降到最低限度，给业主及当地人民留下良好的水电人形象。\n一、环境保护管理体系项目经理技术负责人保卫部综合办公室工程技术部质量安全部工程材料部各生产班组二、环境保护措施（1）加强对施工人员的宣传教育，增强环保意识，脑中始终有“环保”二字。（2）合理设置材料堆放场地，做到码放整齐，标志明确，根据施工需要量适量堆放，定量供应，做到工完、料尽、场地清。（3）天气干燥时，对施工路面洒水湿润，防止扬灰；做好场地周围的排水沟，防止雨天积水，必要时进行场地硬化。（4）合理安排工序作业计划，尽量避免晚上进行砼工程的施工，避免噪音扰民。（5）生活垃圾及建筑垃圾定点放置，生活垃圾装于容器中，设专人管理，定时清除，最多堆积两天清除一次。（6）完工后，尽快拆除需拆除的建筑物和设备，使场地恢复原貌。（7）装载多尘物料及堆放细料时，对物料加覆盖或适当加湿，在水泥装卸过程中，保护良好的密封状态，经常清洗运输车辆，及时清理尘渣。\n（8）为保护水质，防止施工废水和区生活污废水直接流入河中，所有建筑物周围及设施均有排水沟，污、废水通过排水沟汇集进入水处理池，达到国家《污水综合排放的标准》一级排放标准，再排入渠道中。（9）不能回用的材料严格按指定地点和程序进行弃碴堆置，弃碴场周围设备必要的排水沟待排水系统避免因施工造成的水土流失。（10）在施工中加强对施工人员保护岸边水生物、特别是珍稀物的宣传教育，制定专门施工水生生物保护规定，防止造成人为伤害。施工中若发现特殊珍稀物种，及时报告当地水生生物保护部门。（11）执行项目法人对工程环保工作的要求，配合监理工程师做好环保工作。（12）与当地环保部取得联系，在环保方面取得帮助和指导。第十章、技术力量及人员配备计划一、劳动力投入计划根据工程特性和施工布置，进行劳动力安排和配备。拟在本工程中投入的劳动力计划见“附表：劳动力计划表”。二、劳动力保证措施1、组织强有力的项目班子，选派思想好，业务精，能力强，善合作，服务好的管理人员进入项目管理班子。2、建立健全项目经理、施工员、内业技术、材料、机械、劳资等岗位责任制，由工程领导小组定期对各专业进行考核。\n3、强化激励与约束机制，制定业绩评比，奖罚办法，定时组织项目经理部管理人员会议，检查工作质量。4、建立工程领导小组现场办公制度，每半月公司在现场召开一次办公会，重点帮助解决项目的资金，质量进度等难题，以确保资金的合理利用，带动项目各项工作的高效运转。5、每天下午召开项目经理主持的班后碰头会，对次日的工作进行协调安排。6、项目部主要管理人员积极参加业主及监理公司召开的例会，重点解决质量、进度、施工技术等难点召开的例会。明确各项问题的解决办法及时间，并形成会议纪要。7、实行劳动用工管理，选派组织能力强，技术水平高，能打硬仗的作业队伍，树立连续作战的精神，确保工期的按时或提前完成。第十一章、工期计划及保证措施一、施工进度计划计划开工日期：2014年10月，计划竣工日期：2014年12月。二、施工进度计划保证措施1、组织机构的落实\n我单位将把本工程列为重点工程，建立完善的管理体系，并调配经验较丰富和技术水平较高的项目经理、项目技术负责人、施工员和质量安全检查员等组成强有力的项目经理部全面负责本工程施工管理，选择经验丰富的施工班组完成各专业工种的施工。2、尽快做好前期工作，包括现状管线摸底、地下水位调查、交通组织规划、现场围挡等，确保施工进度计划能顺利实现。3、信守合同，坚决把社会效益放在第一位。从施工组织、技术装备、行政手段等多方面采取措施，把按期完成任务作为主要目标管理的内容认真落实。4、实行项目经理负责制，将落实施工进度计划、实现工期目标作为主要考核指标。在保证质量的前提下，工期提前完成给予奖励，延误工期要追究项目部的责任。5、充分利用有效作业时间，必要时组织连续作业。要逐日检查施工部位完成情况，做到当日工作当日完成。6、充分利用现有机械设备。提前落实，按时进场，保证机械完好率和利用率；推广机械化生产，加快施工进度。7、做好物资供应和后勤保障工作。材料供应要按要求日期组织材料进场，不得出现因停工待料或材料不合格而延误工期的现象发生。8、积极开展劳动竞赛活动，调动职工生产积极性，在保证工程质量的前提下加快施工进度。9、抓好质量、安全工作，把“质量第一”、“安全第一”作为永恒的主题，视质量、安全为生命，确保工序一次交验合格，杜绝一切因返工造成的工期延误、施工进度计划不能实现的现象发生。\n10、对施工进度计划实行动态管理，每周对施工进度计划与实际完成进度计划进行比较分析，找出原因，制定纠正及预防措施。对计划完成滞后的，须见缝插针、采取切实有效措施进行调整。项目经理部须根据施工进度计划制定每周工作计划，并检查落实。三、违约责任承诺若因承包人原因不能按照协议约定的竣工日期或工程师同意顺延的工期竣工，造成违约行为的，承包人承担违约责任，赔偿因违约给发包人造成的损失。赔偿发包人损失的计算方法均依据合同专用条款内的约定执行。\n组织保证措施各部、各科、各队、各班组分工合作项目部组织机构总进度计划横道图、形象进度图进度计划关键路线网络图计划保证措施进度计划调整，确保施工总工期进度月报、年报年进度计划月进度计划劳力、技工、司机实现工期目标及时调入资源保证措施工期保证措施机具、设备、仪器合理调整各种合格材料“三检”到位，实现监理一检认证优良，不因质量验评影响施工时间　做好技术交底，准确测量放样，严格进行质量控制和安全管理认真熟悉掌握施工图纸、设计文件、相关工程施工验收规定、规范和规定技术保证措施提供足够的经费经济保证实行工期奖罚制定工期奖罚制度\n第十二部分采取水土保持、环境保护、文明等施工技术措施一、文明施工及减少扰民噪音、降低环境污染技术措施1、施工现场机械应停放有序，材料堆放整洁并覆盖。采取规范化管理，垃圾要清运到指定场所，做到工完场情、料完底清、文明施工。2、定期组织施工人员培训，学习关于文明生产及环保知识，使施工人员了解保护环境、文明生产的重要意义，提高职工环保意识。对工地的安全文明施工采取定期检查与不定期抽查相结合的方式。3、原材料运输及堆放要用滤网遮盖，以防污染环境。所有施工人员、机械车辆要在规定范围和路线内作业行驶，所有所施工机械车辆应定时清洁。4、指派专人督察工地文明施工及环保措施的执行，一经发现有违规行为要立即纠正。5、施工废料要及时清理拉运，不得随意丢弃污染环境。6、使用振动压路机时，应符合环境保护、保护周围建筑物及地下管7、施工现场要有烟尘、噪声控制及环保管理工作自检记录。8、施工现场要配备洒水设备，适量洒水，尽量减少扬尘。二、环境保护环境保护是我国的一项基本政策，在施工过程中，我们严格遵守《中华人民共和国环境保护法》和《建设项目环境保护管理条例》及地方有关环境保护的法律、法规和规章及本合同的有关规定，并对违反上述法律、法规所造成的环境破坏以及人员伤害和财产损失负责。在施工中对施工弃料、粉尘、噪声、废气、废水、废物进行全面控制和治理，保护施工区植被，防止水土流失，同时保持施工区和生活区的环境卫生。\n施工后的废弃物及剩余少量材料应及时清理运走，不得随意乱堆乱倒。施工现场布处合理。设备停放整齐，材料堆放整齐有序标识明确。不能乱堆、乱停。设专人及时清理生活垃圾和废弃物。施工结束后，做到工完场清。在规定限期内拆除生产、生活设施。并按监理工程师的要求进行提地恢复。施工期间定期检查、监督，加强环境意识，落实环境保护措施。三、水土保持防治措施布置宏观上与主体工程和土地利用相结合，以防止新增水土流失和改善枢纽生态环境为目的。根据当地干旱、水土流失严重等特征，以水土流失为预测为依据，因地制宜，因害设防，合理配置水土流失防治措施。施工场地和生活区在施工结束后，进行绿化，美化建设，恢复破坏植被。四、文明施工我单位在多年的施工生产中，视文明施工为精神文明建设的重要内容，用文明施工提高企业的知名度，树立企业的良好形象。认真贯彻“谁主管、谁负责”的精神。针对政治思想工作、施工现场管理、环境卫生管理等方面制定了一系列保证措施，争创文明、安全、卫生工地。在工程开工的同时，组建由项目经理直接领导，一位副项目经理主抓的安全生产、文明施工监督和管理机构，负责组织和监督本工程文明施工措施的落实。由人事、安全、质检部门具体负责工地的管理和监督检查。各作业队及生产班组的安全员同时兼文明施工监督员，负责本队、本班的文明施工监督，具体措施如下。\n材料码放、临时设施布置严格按照施工平面总布置图放置，不得乱堆、乱放。现场机具、材料码放整齐符合要求，施工现场内应有排水措施，须组织专人进行养护，不得防碍交通，保持排水畅通。施工现场交通道路应保持畅通、运输频繁的交叉路口，应设专人指挥，危险地段要悬挂标志牌，夜间设警示灯，装卸易损、变形物件，严禁抛掷。现场保持清洁，垃圾及时清理；施工废料及时清运。现场材料保管应依据材料性能采取必要的防雨、防潮等防损坏措施，贵重危险品及时入库。施工现场应节约用水，用电，消灭长流水和长明灯。现场厕所应有专人保洁，及时打药，防止蚊蝇孽生。加强职工政治思想教育，严格劳动纪律。对职工进行思想道德、职业道德、家庭美德、社会公德的“四德”教育，提高职工素质。通过教育、培训，锻炼一支政治觉悟过硬的队伍。增强法制观念，遵守国家及地方法律法规，尊重地方风俗习惯，依靠地方各级政府，搞好同当地群众的团结。加强规范化管理，施工现场所有施工管理人员和操作人员着装统一、整齐；必须佩戴证明其身份的工作牌，工作牌标明姓名、头衔、编号。在施工中广泛开展劳动竞赛。比质量、比安全、比进度、比团结、比遵守劳动纪律等活动。各项施工生产活动严格按照有关规程规范作业，杜绝野蛮施工和盲目施工。施工场地设各种标牌，包括工程简介，场地平面布置图、安全工地建设标准、值班制度及各种标语口号。施工材料分类堆放，堆码整齐，并设标识牌。施工风、水、电管线路按规划布置，铺设整齐有序固定牢靠。\n施工设备严禁乱停乱放，必须在指定点有序停放，保证施工场内外道路畅通并对车辆经常冲洗，擦试和保养，确保查量、车辆的车况、车貌和完好率。现场材料保管应依据材料性能采取必要的防雨、防潮等防损坏措施，贵重、危险品及时入库。工程完成后，按要求及时拆除所有工地围栏、安全防护设施和其它临时设施，并将工地及周围环境整理清洁，做到工完、料清、场地净。第十三部分提高工程质量、保证工期、降低造价的合理化建议一、提高工程质量合理化建议1、完全遵守质量保证措施的各项规定.2、完全遵守质量通病防治措施。3、制定工程质量成品保护措施。二、保证工期的合理化建议（1）完全遵守保证工期的技术措施。（2）建立由项目经理主抓，由有经验的管理人员和优秀技术人员组成的工期进度监小组，负责对整个工程进度的实施和管理工作，每天如开生产交班会议，布置和检查生产进度情况，及时解决工程进度中存在的问题，确保工程顺利进行。（3）成立收专业人员组成的维修组，定期和跟班对施工机具、设备进行保养和维修，以保持良好的工作状态，使工程施工能顺利地进行。（4）推广应用建筑施工新技术、新工艺、新方法，以缩短周转期限，加快施工进度。\n（5）采用流水作业施工，充分利用现在场地，划小流水段，抓好各工序之间的衔接，前道工序要为下道工序创造条件，使后续工序能尽量提前插入，特别是关键工序，要千方百计创造条件提前插入。三、降低造价的合理化建议（1）采用先进的科学管理手段，推行行之有效的增产节约措施，推广新技术。新工艺，提高效率，降低成本。（2）加强调度工作，充分发挥施工企业的统一协调作用和优势，做好流水交叉施工组织，及时解决现场问题。（3）作好技术超前工作，以免因技术、材料、机具、组织，协调等影响和干扰造成经济损失。（4）始终“坚持质量第一”的方针，切实落实在具体工作中。（5）加强现场材料管理，由项目材料人员及项目总工程师、预算工程师共同把关，强化材料全面管理意识和组织手续，从计划、采购、进场、验收、使用、回收等各个环节落实责任，严肃纪律，堵塞一切漏洞。（6）机械、施工、试验部门共同解决好砂浆上料计量工作，严格按设计配合比施工，保证优良的生产水平。（7）坚持坚持推广新技术、新工艺，积极开展“双增双节”活动，制定具体的奖罚制度。\n附件一：拟投入本标段的主要施工设备表序号设备名称型号规格数量国别产地制造年份额定功率（KW）生产能力用于施工部位备注1反铲挖掘机1m31上海2011年良好2装载机ZL503成都2009年8.0t良好3自卸汽车CQ32366重庆2012年8T良好4发电机CC502常州2009年良好5计算机lenovo2北京2012年良好6对讲机MT1005美国2012年良好7推土机4华东2010年74KW良好8离心泵1/2B-174锡山2009年2.2KW良好9蛙式打夯机3山东2011年良好10电焊机2山东2012年20kw良好11汽车起重机3上海2013年8.0t良好\n附件二：拟投入本标段的试验和检测仪器设备表序号仪器设备名称型号规格数量国别产地制造年份已使用台时数用途备注1标准筛1中国20082坍落度筒1中国20083灌砂筒15中国20094平整度仪1中国20095核子密度仪3中国20086插入式振捣器2中国20127试压泵1中国2013\n附件三：拟投入本标段的劳动力计划表单位：人工种按工程施工阶段投入劳动力情况施工准备土方工程混凝土工程临时工程普工1632156电工3422安装工3722机修工3322机械司机5642管理4443\n附件四：计划开工日期、完工日期和施工进度网络图1.投标人应递交施工进度网络图或施工进度表，说明按招标文件要求的计划工期进行施工的各个关键日期。2.施工进度表可采用网络图（或横道图）表示。工期2014.10.20-2014.12.28日历天主要工程项目70日历天1.施工准备2.土方工程3.混凝土工程4.临时工程\n附件五：施工总平面图办公室工棚室厕所、浴室仓库房消防门卫停车场食堂职工宿舍\n附件六：临时用地表用途 面积（平方米）位置需用时间施工现场办公室150见平面图施工期间工棚室50见平面图施工期间门卫20见平面图施工期间仓库房40见平面图施工期间食堂50见平面图施工期间职工宿舍80见平面图施工期间厕所、浴室50见平面图施工期间