农田水利施工组织设计 (2) 61页

目录第一章主要施工方法2第一节农田水利工程2第二节混凝土工程8第三节砌体工程27第四节道路工程34第二章拟投入的主要物资计划、主要施工机械计划及劳动力安排计划37第三章确保工程质量的技术组织措施39第一节施工管理机构39第二节技术保证措施39第三节施工质量把关措施41第四节主要质量管理措施42第五节工程建设标准43第四章确保安全生产的技术组织措施44第一节安全管理保证体系44第二节安全生产责任制44第三节机械操作安全措施45第四节用电安全措施45第五节行车安全保证措施46第五章确保工期的技术组织措施46第一节工程进度计划46第二节进度保证措施47第六章确保文明施工的技术组织措施49第七章施工网络图和施工进度计划横道图52第八章施工总平面布置及相应的文字说明54第一节施工总平面布置的原则54第二节现场布置54n施工组织设计工程名称：京山县孙桥镇新农村试点土地整理项目三标段工程地点：本工程位于京山县孙桥镇施工内容及主要工程量本标段主要工程内容有：农田水利工程、道路工程及其他工程等施工内容。具体工程量详见下表:工程量表序号工程名称单位工程量备注一、农田水利工程　　　（一）渠道　　　1新建农渠T75m2313　2修复农渠T75m3813.056　3新建农渠T50m1095.634　4修复农渠T50m985.623　5新建灌排合一渠T50m657.247　6修复灌排合一渠T50m845.468　（二）斗沟及农沟　　　1修复斗沟T75m1242.056　2修复农沟T50m311.122　（三）滚水坝座1　（四）闸座19　（五）涵管　　　1管径500处6　2管径700处5　二、道路工程　　　（一）生产路　　　1新建生产路m2224.979　（二）修复田间道m7527.923　（三）桥　　　110米跨机耕桥座1　24米跨机耕桥座1　三、其他工程　　　（一）坑塘清淤处　　（二）坑塘护砌处　　n第一章主要施工方法第一节农田水利工程农田水利工程主要有渠、沟、闸、涵管等，涉及土方开挖及回填、混凝土工程、砌体工程、预制件安装。一、土方开挖施工方法（一）施工工序土方明挖工序图施工准备计测量放线场地清理施工排水土方挖运场地平整及边坡修整清场、交验不合格边坡观测（二）施工技术准备（1）土方明挖前进行控制测量，根据业主和监理提供的控制桩和水准点，布置测量控制网。根据设计图纸进行工程施工放样，明确土方明挖工程的开挖线，并将实测地形和开挖放样剖面图报送监理工程师复核，经监理工程师批准后，方可进行开挖。施工测量作业严格按《水利水电施工测量规范》执行。（2）土方明挖施工前，结合永久性排水设施的布置，规划好开挖区域内外的临时性截水沟、排水沟，以确保开挖机械顺利的开挖施工。n（三）场地清理为确保后序工程的施工质量，对开挖面及料场和存弃渣场进行必要的场地清理，主要包括植被清理和表土清挖。（1）植被清理：对开挖面中的植物根茎、枝叶、杂草、垃圾、废渣及监理工程师指明的其它障碍物进行清除。植被清理范围延伸至施工图所示最大开挖边线外侧5m距离。（2）表土清挖：表土清挖按监理工程师指示的表土开挖深度进行开挖。（3）清基为料场清基和填土场清基。（4）清基应将基面表层不合格土、杂物等清除干净，其边界应在设计基面边线外。表面的淤泥、腐殖土、泥炭土等不合格土和树木、草皮、树根、乱石、腐质物、等必须清除。清除深度一般为20—30cm。（5）按设计文件要求在清基后进行平整压实，并将开挖线以下的树根、垃圾、坟墓、古河道、坑塘、房基、洞穴全部清除，并按施工图纸和监理指示回填密度。回填中做好排水工作，保持干场作业。对发现的冒水砂等情况应报建设、设计单位并采取措施加以处理。（6）开挖中清除的弃土、废物、废渣等，应按监理指示运至指定场地堆放。清基中发现的化石和文物，应采取合理的保护措施，并在2小时内通知监理机构、发包人和有关部门。（7）对于地质条件较复杂的地基，如冻结地基、软弱地基（包括软粘土、淤泥、泥炭土等）、透水地基、多层地基及岩石地基等，按有关规范要求进行防渗处理，并应通过现场试验取得有关技术参数。（四）土方开挖n土方开挖拟采用机械与人工相结合的开挖方式，在施工过程中预留20cm的保护层用于人工开挖。严格按照开挖线进行开挖施工，避免超挖，欠挖，同时做到：（1）开挖时严格做好排水工作保证开挖在旱地进行施工。（2）开挖过程中，认真做好校核测量，定期测量校核开挖平面位置及水平标高，做到符合施工图纸要求。（3）土方开挖从上至下分层分段依次进行，严禁自下而上或采取倒悬的开挖方法，施工中随时作成一定的坡势，以利排水，开挖过程中避免在边坡范围内形成积水。（4）在挖方上侧弃土时，应保证挖方边坡的稳定。弃土堆坡脚至挖方上边缘的距离，应根据挖方深度、边坡坡度和土的性质确定。弃土堆应连续堆置，其顶面应向外。在挖方下侧弃土时，应将弃土表面整平并向外倾斜，弃土表面应低于相邻挖方场地的设计标高，或在弃土堆与挖方场地之间设置排水沟，防止地面水流入挖方场地。（5）在开挖时遇有地下水渗流，及时在临时开挖边坡上采取排水导流和保护措施，将渗水引入临时排水沟，避免水土流失。（6）若实施开挖中偏离开挖线，重新修整直到监理工程师认可为止。（7）土方明挖过程中，如出现裂缝和滑动迹象时，立即暂停施工并采取应急抢救措施，并通知监理工程师，必要时按监理工程师的指示设置观测点，及时观测边坡变化情况，并做好记录。（五）施工期临时排水（1）n提前做好排水设施，及时排除地面积水。在场地开挖过程中，保持必要的地面排水坡度、设置临时坑槽、使用机械排除积水及开挖排水沟排走雨水和地面积水等。（2）认真做好临时排水措施，保护已开挖的临时边坡面及基坑不受雨水、渗水的冲刷和侵蚀破坏。（七）开挖的利用和弃渣处理（1）本工程渠道的土料开挖，可用土方回填。（2）本工程土方开挖时，将开挖后可利用土料和弃置废渣分别运至监理工程师批准的施工措施计划规定的堆渣地点分别堆存，以便可利用土料的填筑。同时按照监理工程师规定的堆土方式堆存并保持土料堆体的边坡稳定和做好良好的自由排水措施。（3）对监理工程师已确认的可利用料，在开挖、装运、堆存和其它作业时，采取可靠的保质措施保护渣料免受污染和侵蚀。二、土方填筑工程施工方法（一）施工工序施工准备测量放线土料验测土方填筑平整碾压质量检测清场、交验不合格土方填筑工序图（二）施工技术准备（1）土方填筑前进行地形测量，并将填筑区基础开挖验收后实测的平、剖面地形测量资料报送监理工程师复核，经监理工程师签认后，方可进行填筑。施工测量作业严格按《水利水电施工测量规范》执行。n（2）结合本工程土料场的统一规划，对开采和填筑的土料进行合理的平衡，保证填筑工程供料的连续和均衡。（3）填筑前，先完成土方填筑部位的基础清理和排水工作。（4）在开挖线以下的所有勘探坑槽和平洞，均按施工图纸的要求回填密实。（5）填筑部位的全部基础处理工作，按施工图纸要求施工完毕。（6）填筑的基础按规定进行验收合格后，才能开始进行填筑。（二）土料开采根据对本工程的分析和以往经验，土方开挖方量约是回填的2倍，可利用开挖土料进行回填。将可利用料堆放在料场，并加以保护，避免阳光照射和雨水打湿，控制好土料的水份。在料场安排好各施工便道的联接，统筹安排进出料场的施工道路。进出料场车辆按进出道路运行，做到同类车辆同向行驶。卸料采用后退法卸料铺料。（三）土方填筑根据设计要求控制填筑各参数，保证工程质量，当设计无要求时，应符合下列规定：（1）填筑施工前，根据本工程特点、填料种类、设计压实系数、施工条件等合理选择压实机具，并确定填料含水量控制范围、铺土厚度和压实遍数等参数。（2）填筑施工应接近水平地分层填土、压实和测定压实后土的干容重，检验其压实的系数和压实范围符合设计要求后，才能填筑上层。（3）n每一填土层按规定参数施工完毕，并经监理工程师检查合格后才能继续铺筑上一层。在继续铺筑上一层新土之前，对压实层表面残留的、被碾子凸块翻松的半压实土层进行处理，包括含水量的调整，以免形成土层间结合不良的现象。在接触表面临铺纯黏土前清洗干净，并涂涮一层厚度3～5mm的浓黏土浆，以利土料之间的结合。（4）压实土体严格控制不出现漏压土层、干松土、弹簧土、剪力破坏和光面等不良现象。当出现上述不合格现象时，及时按照监理工程师的指示进行返工，直至监理工程师认可为止。（5）分段填筑时，每层接缝处应作成斜坡形，辗迹重迭0.5～1.0m。上、下层错缝距离不应小于1m。（6）在接合的坡面上，配合填筑的上升速度，将表面松土铲除至已压实合格的土层为止。坡面须经刨毛处理，并使含水量控制在规定的范围内，然后才能继续铺填新土进行压实。（7）当填筑时坡度大于1/5时，应将基底挖成阶梯形，阶宽不小于1m。（8）填方每层的铺土厚度和压实遍数为：平辗每层的铺土厚度为200～300mm，压实遍数为3～5遍；蛙式打夯机每层铺土厚度为200～250mm，压实遍数为3～4遍；人工打夯每层铺土厚度不大于200mm，压实遍数为3～4遍。（9）采用机械填方时，应保证边缘部位的压实质量，宜将填方边缘宽填0.5m，采用人工填筑时，宜宽填0.2m。（10）保持土料正常的填筑含水量，当日降雨量较大时，停止填筑。当风力或日照强度较强时，按监理工程师的指示，在土料上进行洒水湿润，以保持合适的含水量。（11）n筑时做到略向下游倾斜，以利排除积水。下雨前采取防雨措施，用防水的编织布履盖面层，并做好坡面排水，防止雨水下渗，雨后将填筑面含水量调整至合格范围，才能复工。第二节混凝土工程主要指本标段的农田水利工程、道路工程中所涉及的混凝土工程。一、混凝土工程引用标准和规程规范(1)《混凝土结构工程施工质量验收规范》GB50204—2002；(2)《混凝土质量控制标准》GB50164--92；(3)《热轧钢筋》GBl499.1—2008及GBl499·2—2007；(4)《通用硅酸盐水泥》GBl75—2007；(5)《混凝土强度检验评定标准》GBJl07—87；(6)《混凝土拌合用水标准》JGJ63—2006；(7)《钢筋焊接及验收规程》JGJl8--2003；二、模板（一）模板的设计、制作和安装应保证模板结构有足够的强度和刚度，能承受混凝土浇筑和振捣的侧向压力和振动力，防止产生移位，确保混凝土结构外形尺寸准确，并应有足够的密封性，以避免漏浆。（二）材料(1)模板和支架材料应优先选用刚才、钢筋混凝土或混凝土等模板材料(2)模板材料的质量须符合本合同指明的现行国家标准或行业标准。(3)n木材的质量应达到三等以上的材质标准。腐朽、严重扭曲或脆性的木材严禁使用。（4）钢模面板厚应不小于3mm，钢板面应尽可能光滑，不允许有凹坑、皱折或其它表面陷坑。（5）模板的金属支撑件（如拉杆、钢筋及其它锚固件等）材料应符合有关规定。（三）模板制作(1)模板的制作应满足施工图纸要求的建筑物结构外形过SDJ207—82第2.4.1条的规定。(2)异型模板(蜗壳、尾水管等)，滑动式、移动式模板偏差，应按监理人批准的模板设计文件中的规定执行。（四）模板安装其制作允许偏差不应超永久性特种模板的允许(1)应按施工图纸进行模板安装的测量放样，重要结构应设置必要的控制点，以便检查校正。(2)模板安装过程中，应设置足够的临时固定设施，以防变形和倾覆。(3)模板安装的允许偏差：大体积混凝土模板安装的允许偏差，应遵守SDJ207—82第2.5.8条～第2.5.10条的规定；结构混凝土和钢筋混凝土梁、柱的模板允许偏差，应遵守GB：—92第2.3.9和2.3.10条的规定。（五）模板的清沈和涂料n(1)钢模板在每次使用前应清洗干净，为防锈和拆模方便，钢模面板应涂刷矿物油类的防锈保护涂料，不得采用污染混凝==的油剂，不得影响混凝土或钢筋混凝土的质量。若检查发现在已浇的混凝上面沾染污逊，我方将采取有效措施予以清除。(2)木模板面应采用烤涂石蜡或其它保护涂料。（六）模板拆除(1)模板拆除时除符合施工图纸的规定外，还应遵守下列规定：不承重侧面模板的拆除，应在混凝土强度达到其表面及棱角不因拆模而损伤时，方可拆除；在墩、墙和柱部位在其强度不低于3.5MPa时，方可拆除。底模应在混凝土强度达到规定后，方可拆除。(2)钢筋混凝土或混凝土结构承重模板的拆除应符合施工图纸要求，并应遵守本条第(1)项的规定。(3)经计算和试验复核，混凝土结构物实际强度己能承受自重及其它实际荷载时，应经监理人批准后，方能提前拆模。三、钢筋制安（一）钢筋制安对材料的要求(1)钢筋混凝土结构用的钢筋应符合热轧钢筋主要性能的要求。(2)每批钢筋均应附有产品质量证明书及出厂检验单，我方在使用前，应分批进行以下钢筋机械性能试验：钢筋分批试验，以同一炉(批)号、同一截面尺寸的钢筋为一批，取样的重量不大于60kgn。根据厂家提供的钢筋质量证明书，检查每批钢筋的外表质量，并测量每批钢筋的代表直径。在每批钢筋中，选取经表面检查和尺寸测量合格的两根钢筋中各取一个拉力试件(含屈服点，抗拉强度和延伸率试验)和一个冷弯试验，如一组试验项目的一个试件不符合监理人规定数值时，则另取两倍数量的试件，对不合格的项目作第二次试验，如有一个试件不合格，则该批钢筋为不合格产品。水工结构非预应力混凝土中，不得使用冷拉钢筋。（二）钢筋的加工和安装钢筋的表面应洁净无损伤，油漆污染和铁锈等应在使用前清除干净。带有颗粒状或片状老锈的钢筋不得使用。钢筋应平直，乇局部变折，钢筋的调直应遵守以下规定：（1）采用冷拉方法调直钢筋时，I级钢筋的冷拉率不宜大于4％；II、III级钢筋的冷拉率不宜大于1％；（2）冷拔低碳钢丝在调直机上调直后，其表面不得有明显擦伤，抗拉强度不得低于施工图纸的要求。钢筋加工的尺寸应符合施工图纸的要求，加工后钢筋的允许偏差不得超过下表范围箍筋直径受力钢筋直径（mm）<2528-405-1075901290105加工后钢筋的允许偏差顺序偏差名称允许偏差（mm）1受力钢筋全长净尺寸的偏差±102箍筋各部分长度的偏差±5n3钢筋弯起点位置的偏差厂房构件±20大体积混凝土±304钢筋转角的偏差3钢筋的弯钩弯折加工应符合SDJ20282的规定。(3)钢筋焊接和钢筋绑扎应按GB50204—92第四节和第五节的规定，以及施工图纸的要求执行。(4)钢筋的气压焊和安装应遵守以下规定：气压焊可用于钢筋在垂直、水平和倾斜位置的对接焊接，当两钢筋直径不同时其两直径之差不得大于7mm。气压焊施焊前，钢筋端面应切平，钢筋边角毛刺及端面上铁锈、油污和氧化膜应清除干净，并经打磨露出金属光泽，不得有氧化现象。(5)安装焊接央具和钢筋时，使两根钢筋的轴线在同一直线上，两根钢筋之间的局部缝隙不得大于3mm。(6)气压焊接时，应根据钢筋直径和焊接设备等具体条件选用等压法，在两根钢筋缝隙密合和镦粗过程中，对钢筋施加的轴向压力，按钢筋横截面面积计算应为30～40MPa。四、普通混凝土(含钢筋混凝土)拌制与浇筑(一)施工准备n在混凝土浇筑前56天，提交一份混凝土工程的施工措施计划，报送监理人审批，其内容包括：水泥、钢筋、骨料和模板的供应计划以及混凝土分层分块浇筑程序图和施工进度计划等。混凝土浇筑程序图应按施工图纸要求，详细编制各工程部位的混凝土和二期混凝土浇筑以及钢筋绑焊、预埋件安装等的施工方法和程序。若承包人在编制混凝土浇筑程序时，需要个性施工图纸规定的施工缝位置时，应报监理人批准。在混凝土工程开工前三天，我方将提交现场试验室的设置计划报送监理人审批，其内容包括现场试验室的规模、实验设备和项目、试验机构设备和人员配备等。质量检查记录和报表内容包括：每一构件或块体逐月的混凝土浇筑数量、累计浇筑数量；各种原材料的品种和质量检验成果；不同部位的混凝土等级和配合比；月浇筑计划中各构件和块体实施浇筑起迄时间；混凝土的冷却、保温、养护和表面保护的作业记录；浇筑时的气温、混凝土出机口和浇筑点的浇筑温度；模板作业记录和各部件拆模日期：钢筋作业记录和各构件及块体实际钢筋用量；混凝土试件的试验成果；混凝土质量检验记录和质量事故处理记录等。（二）混凝土材料水泥(1)水泥品种：我方将按各建筑物部位施工图纸的要求，配置混凝土所需的水泥品种，各种水泥均应符合本技术条款指定的国家和行业的现行标准。n(2)发货：每批水泥出厂前、我方均应对制造厂水泥的品质进行检查复验，每批水泥发货时均应附有出厂合格证和复检资料。每批水泥运至工地后，监理人有权对水泥进行查库和抽样检测，当发现库存或到货水泥不符合本技术条款的要求时，监理人有权通知我方停止使用。(3)运输：水泥运输过程中应注意其品种和标号不得混杂，我方将采取有效措施防止水泥受潮。(4)贮存：到货的水泥应按不同品种、标号、出厂批号、袋装或散装等，分别贮放在专用的仓库或储罐中防止因贮存不当引起水泥变质。袋装水泥的出厂日期不应超过3个月，散袋水泥不应超过6个月，快硬水泥不应超1个月，袋装水泥的堆放高度不得超过15袋。水(1)凡适宜饮用的水均可使用，未经处理的工业废水不得使用。(2)拌和用水所含物质不应影响混凝土和易性和混凝土强度的增长，以及引起钢筋和混凝土的腐蚀。(3)水的pH值、不溶物、可溶物、氯化物、磷酸盐、硫化物的含量应符合下表的规定。项目预应力混凝土钢筋混凝土素混凝土PH值>44>4>4不溶物mg／L<0<2000<2000可溶物mg／L<2000<5000<10000氯化物(以CI~计)mg/L<500<1200<3500n硫酸盐(以CO2-计)mg/L<600<2700<2700硫化物以（C2-计）mg/L<100————便用钢丝或经热处理的钢筋的预应力混凝土氯化物含量不得超过350mg／L。骨料(1)混凝土骨料应按监理人批准的料源进行生产，对含有活性成分的骨料必须进行专门试验论证，并经监理人批准后，方可使用。(2)不同粒径的骨料应分别堆存，严禁相互混杂和混人泥土；装卸时，粒径大于40mm的粗骨料的净自由落差不应大于3m，应避免造成骨料的严重破碎。(3)细骨料的质量技术要求规定如下：细骨料的细度模数，应在2.4～3.O范围内，测试方法按SDl05—82第301有关的规定进行；砂料应质地坚硬、清洁、级配良好，使用山砂、特细砂应经过论证；天然砂料按粒径分为两级，人工砂可不分级：砂料中有潘性骨料时，必须进行专门试验论证；其它砂的质量技术要求应符合sDJ207—82的规定。(4)粗骨料的质量要求应符合以下规定：n粗骨料的最大粒径，不应超过钢筋最小净间距的2／3及构件断面最小边长的1／4，素混凝土板厚的l／2，对少筋或无筋结构，应选用较大的粗骨料粒径。施工中应将骨料按粒径分成下列几种级配：二级配：分成10～20mm和20～40mm，最大粒径为40m；三级配：分成10～20mm、20～40mm和40～80mm，最大粒径为80mm；四级配：分成5～20mm、20～40mm、40～80mm和80～150mm(120mm)最大粒径为150mm(120mm)。采用边续级配或间断级配，应由试验确定并经监理人同意，如采用间断级配，应注意混凝土运输中骨料的分离问题；含有活性骨料、黄锈等的粗骨料，必须进行专门试验论证后，才能使用；其它粗骨料的质量要求应符合SDJ207—82表的规定。外加剂(1)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)，其质量应符合DL／T5100--1999规定。(2)我方将根据混凝土的性能要求，结合混凝土配合比的选择，通过试验确定外加剂的掺量，其试验成果应报送监理人。(3)不同品种外加剂应分别储存，在运输与储存中不得相互混装，以避免交叉污染。（三）混凝土配合比各种不同类型结构物的混凝土配合比必须通过试验选定，其试验方法应按SDl05—82有关规定执行。混凝土配合比试验前垫天，我方将将各种配合比试验的配料及其拌和、制模和养护等的配合比试验计划报送监理人。混凝土配合比设计：(1)我方将按施工图纸的要求和监理人指示，通过室内试验成果进行混凝土配合比设计，并报送监理审批。(2)水工混凝土水灰比的最大允许值应符合表4—5的规定。水灰比最大允许值n混凝土部位寒冷地区温和地区上、下游水位上(坝体外部)0.6O.65上、下游水位变化区(坝体外部)0.5O.55上、下游最低不位以下(坝体外部)0.550.6基础O.55O.60内部O.700.7受水流冲刷部位O.50O.50注：寒冷地区系指员冷月月平均气温在一3℃以下的地区。(3)按施工图纸要求和监理人指示，大积建筑物内部混凝土胶凝材料的最低用量应通过试验确定，试验成果应报送监理人。(4)混凝土的坍落度，应根据建筑物的性质、钢筋含量、混凝土运输、浇筑方法和气候条件决定，尽量采用小的坍落度，混凝土在浇筑地点的坍落度可按招标文件技术条款中表4-6选定。建筑物和性质标准坍落度(cm)水工开绿灯混凝土或少筋混凝土3～5配筋率不超过1％的钢筋混凝土5～7配筋率超过1％的钢筋混凝土7～9混凝土配合比调整：在施工过程中，我方需要改变经监理人批准的混凝土配合比，必须重新得到监理人批准。（四）混凝土取样试验在混凝土浇筑过程中，我方将按SDl05—n82的规定监理人的指示，在出机口和浇筑现场进行混凝土取样试验，并向监理人提交以下资料：(1)选用材料及其产品质量证明书；(2)试件的配料、拌和和试件的外形尺寸；(3)试件的制作和养护说明；(4)试验成果及其说明；(5)不同水胶比与不同龄期的混凝土强度曲线及数据；(6)不同掺和料掺量与强度关系曲线数据；(7)各种龄期混凝土的容量、抗压强度、抗拉强度、极限拉伸值、弹性模量、泊松比、坍落度和初凝、终凝时间等试验资料。（五）混凝土拌合我方拌制现场浇筑混凝土时，必须严格遵守我方现场试验室提供并经监理人批准的混凝土配料单进行配料，严禁擅自更改配料单。除合同另有规定外，我方将采用固定拌和调和，设备生产率必须满足本工程高峰浇筑强度的要求，所有的称量、指示、记录及控制设备都应有防尘措施，设备称量应准确，其称量偏差不应超过SDJ207—82和4.3.2条的规定，我方将按监理人的指示定期校核称量设备的精度。拌和设备安装完毕后，我方将会同监理人进行设备运行操作检验。混凝土拌和应符合SDJ207—82第四章第三节的规定，拌和程序和时间均应通过试验确定，且纯拌和时间应不少于表6—7的规定。混凝土纯拌合时间拌和机进料容量（m3）最大骨料粒径（mm）塌落度（cm）n2-55-8>81.080--2.52.01.6150（或120）2.52.02.02.41502.52.02.05.01503.53.02.5因混凝土拌和及配料不当，或因拌和时间过长而报废的混凝土应弃置在指定的场地。（六）混凝土运输混凝土出拌机后，应迅速运达浇筑地点，运输中不应有分离、漏浆和严重泌水现象。混凝土人仓时，应防止离析，最大骨料粒径150mm的四级配混凝土自由下落的垂直落不应大于l-5m，骨料粒径小于80nun的三级配混凝土其垂直落距不应大于2m。水工大体积混凝土运输，应优先采用吊罐直接人仓的运输方式。若经监理人批准采用皮带、汽车或泵送等其它运输方式时，应按SDJ207—82第四章第四节的规定执行。（七）混凝土浇筑（1）浇筑前的检查：任何部位混凝土开始浇筑(隐蔽工程为上垫)，我方先通知监理人对浇筑部、位的准备工作进行检查。检查内容包括：地基处理、已浇筑混凝土面的清理以及模板、钢筋、插筋、冷却系统、灌浆系统、预埋件、止水和观测仪器等设施的埋设和安装等，经监理人检验合格后，方可进行混凝土浇筑。任何部位混凝土开始浇筑前，我方将将该部位的混凝土浇筑的配料单提交监理人审核，经监理人同意后，方可进行混凝土浇筑。n（2）基础面混凝土浇筑建筑物建基面必须验收合格后，方可进行混凝土浇筑。基础上的杂物、泥土均先清除，经监理人认可后，再浇筑混凝土。浇筑混凝土时，严禁在仓内加水。如发现混凝土和易性较差，应采取加强振捣等措施，以保证质量。（3）浇筑的问歇时间混凝土浇筑应保持连续性，浇筑混凝土允许间隙时间应按试验确定，或按SD.T207—82的规定执行。若超过允许间歇时间，则应按工作缝处理。除经监理人批准外，两相邻块浇筑间歇时间不得小72h。混凝土浇筑层厚度，应根据搅拌、运输和浇筑能力、振捣器性能及气温因素确定，一般情况下，不应超过下表的规定混凝土浇筑层的允许最大厚度（mm）插入式软轴振捣器振捣器头长度的1.25倍插入式软轴振捣器振捣器头长度的1.25倍表面式在无筋或小筋结构中250在钢筋密集或双层钢筋结构中150附着式外挂300（4）筑层施工缝面的处理在浇筑分层的上层混凝土层浇筑前，应对下层混凝土的施工缝面，按监理人批准的方法进行冲毛或凿毛处理。（八）混凝土面的修整（1）有模板的混凝土结构表面修整n混凝土表面蜂窝凹陷应按监理人指示进行修补，直到监理人满意为止，并作好详细记录。修补前必须用钢丝刷或加压水冲刷缺陷部分，或凿去薄弱的混凝土混凝土浇筑块成型后的偏差不得超过模板安装允许偏差的50％一1()(]％，特殊部位(溢流面、门槽等)应按施工图纸的规定。大体积混凝土结构表面的允许偏差顺序项目混凝土结构的部位（mm）外露表面隐蔽内面模板平整度1相邻两面板高差352局部不平（用2m直尺检查）5103结构物边线与设计边线10154结构物水平截面内部尺寸+205称重模板标高+56预留孔、洞尺寸及位置+10（2）预留孔混凝土我方将按施工图纸要求，在混凝土建筑物中预留各种孔穴。我方为施工方便或安装作业所需预留的孔穴，均应在完成预埋设和安装作业后，由我方负责采用混凝土或砂浆予以回填密实。除另有规定外，回填预留孔用的混凝土或砂浆，应与周围建筑物的材质相一致。预留孔在回填混凝土或砂浆之前，应先将预留孔壁凿毛，并清洗干净和保持湿涧，以保证新老混凝土结合良好。回填混凝土或砂浆过程中应仔细捣实，经保证埋件黏结牢固，经及新老混凝土或砂浆充分黏结，外露的回填混凝土或砂浆表面必须抹平，并进行养护和保护。（九）养护和表面保护n（1）养护我方将针对本工程建筑物的不同情况，按监理人指示选用洒水或薄膜进行养护，养护时间不少于规定的时间。采用洒水养护，应在混凝土浇筑完毕后12～18h内开始进行，其养护期时间按混凝土养护时间表执行，在干燥、炎热气候条件下，应延长养护时间至少巡天以上；大体积混凝土的水平施土缝则应养护至浇筑上层混凝土为止；隧洞衬砌混凝土则应喷水养护，使表面保持湿润状态；混凝土面板坝的面板需养护至水库蓄水。薄膜养护：在混凝土表面涂刷一层养护剂，形成保水薄膜，涂料应不影响混凝土质量；在狭窄地段施工时，使用薄膜养护液应注意防止工人中毒。采用薄膜养护的部位，必须报简历人批准。（十）止水、排水、伸缩缝和埋设件（1）止水、伸缩缝止水设施的型式、尺寸、埋设位置和材料的品种规格应符合本工程施工图纸的规定。金属止水片应平整、干净、无砂眼和钉孔，止水片的衔接按其厚度分别采用折叠、咬接或搭接方式，其搭接长度不得小于20mm咬接和搭接部位必须双面焊接。塑料止水片或橡胶止水片的安装应防止变形和撕裂。采用预留沥青井止水设施，应按以下规定进行施工。n混凝土预制件外壁必须是毛糙面，以便与浇筑的混凝土密切接合，各节接头处应封堵严密。安装好的止水片应加以固定和保护。伸缩缝混凝土表面应平整、洁净，当有蜂窝麻面时，应按相关规定处理，外露铁件应割除。（2）排水设施排水设施的型式、尺寸、位置和材料规格应符合本工程施工图纸规定和监理人的指示。施工图纸规定在基础内钻设的排水孔，其允许偏差应符合下列规定：孔的平面位置与设计位置的偏差不得大于10cm；孔的倾斜度：深孔不得大于1％，浅孔不得大于2％：孔的深度误差不得大于或小于孔深的2％。基础排水孔钻孔完毕后，我方将仔细冲洗干净，加以保护，以防堵塞。坝体排水采用拔管造了，拔管时间由试验确定；当采用预制多孔性混凝土排水管时，必须达到设计强度后方可安装，iL的平面位置应符合施工图纸规定，铸铁管或其它水管与多“孔性排水管连接处的缝隙，应以防水材料填塞。（十一）质量检查和验收（1）水泥检验每批水泥均应有厂家的品质试验报告，我方将按国家和行业的有关规定’对每批水泥进行取样检测，必要时还应进行化学成分分析。检测取样以200～400t、同品种、同标号水泥为一个取样单位，不足20¨n0t也应作为一取样单位。检测的项目包括：水泥标号、凝结时间、体积安定性、稠度、细度、比重等试验，监理人认为有必要时，可要求进行水化热试验（2）混合材料检验粉煤灰及其它经批准的掺合料的检测取样以每100t—200t取样单位，不足100t也作为一取样单位。检测倾目包括细度、需水量比、烧失量和三氧化硫等指标。（3）外加剂的检验配置混凝土所使用的各种外加剂均应有厂家的质量证明书，我方将按国家和行业标准进行试验鉴定，贮存时间过长的应重新取样，严禁使用变质的不合格材料口（4）水质检查拌和及养护混凝土所用的水，除按规定进行水质分析外，应按监理人指示进行定期检测，在水源改变水质有环疑时，应采取砂浆强度试验法进行检测对比，如果水样制成的砂浆抗压强度，低于原合格水源制成的砂浆28天龄期抗压强度的90％时，该水不能继续使用。（5）骨料质量检验骨料的质量检验应分别按下列规定在筛分场和拌和场进行：在筛分场每班应检查一次，内容包括各种骨料的超逊径、含泥量和砂的细度模数等。在拌和场，每班至少检查两次砂和J、石的含水率，其含水率的变化应分别控制为±O.5％(砂)和±O.2％(小石)范围内；当气温变化较大或雨后骨料含水量突变的情况下，应每两小时检查一次；砂的细度模数每天至少检查一次，其含水率超过±n0-2时，需调整混凝土配合比；骨料的超逊径、含泥量应每班检查一次。（6）混凝土质量的检测混凝土拌和物均匀性检测我方将按监理人指示，并会同监理人对混凝土拌和均匀性进行检测；定时在出机口对一盘混凝土按出料先后各取一个试样(每个试样不少于30kg/m3。用筛分法分析测定1卡R骨料在混凝土中所占百分比时，其差值不应大于10％。坍落度检测按施工图纸的规定和监理人指票，每班应进行现场混凝土坍落度的检测，出机口应检测四次，仓面应检测两次。强度检测现场混凝土抗压强度的检测，同一等级混凝土的试样数量应以下表规定为准，非大体积混凝土抗拉强度的检查应以28天龄期的试件按每200m3成型试件3个，3个试件应取各自同一盘混凝土。混凝土龄期试件取样表类别28天龄期试件数设计龄期试件数大体积混凝土每500m3成型试件每1000m3成型试件3个非大体积混凝土每100m3成型试件3个每200m3成型试件3个混凝土工程建筑物的质量检查和验收建基面浇筑混凝土前应按招标文件技术条款第4.3.3条和第4.7.3.2款的规定进行地基检查处理与验收；在混凝土浇筑过程中，承包应会同监理人对混凝土工程建筑物测量放样成果进行检查和验收；n在大体积混凝土浇筑中和浇筑完毕后，按相关规定进行混凝土浇筑温度、混凝土内部温度和冷却水温度的检测按相关规定对混凝土工程建筑物永久结构面修整质量进行检查和验收；混凝土浇筑过程中，我方将按相关规定对混凝土浇筑面的养护和保护措施进行检查，并在其上层混凝土覆盖前，按相关的规定对浇筑层面养护质量和施工缝质量进行检查和验收；在各层混凝土浇筑层分层检查验收中，对埋入混凝土块体中的止水、排水设施和各种埋没件的埋没质量以及伸缩缝的施工质量进行检查和验收。混凝上工程建筑物的成型质量复测混凝土工程建筑物全部浇筑完成后，我方将按监理人指示，对建筑物成型后的位置和尺寸进行复测，并将复测成果报送监理人，作为完工验收的资料。混凝土质量的钻孔抽样检验监理人认为有必要时，可通知我方进行钻压水试验和钻孔取样试验，或用超声波或回弹仪等无损检测试验鉴定混凝土的质量，所需费用按本合同《通用合同条款》的规定处理。混凝土工程建筑物的完工验收混凝土工程建筑物全部完工后，我方可按本合同《通用合同条款》的规定，向发包人申请完工验收，并向监理人提交完工资料。n第三节砌体工程本标段砌体工程主要指农田水利工程中引水渠道、道路、排水沟等建筑物的浆砌石、砌砖等工程。一、施工引用标准与砌体工程施工前的准备本标段砌体工程引用标准和规程规范如下：《砌体工程施工及验收规范》GB50203-2002、《建筑工程施工质量统一验收标准》GB50300-2001;《浆砌石坝施工技术规范》（试行）SD120-84；《水利水电建设工程验收规程》SL223-2008。每项砌体工程开工前7天，我方将提交包括下列内容的施工措施计划，报送监理人审批。施工平面布置图；砌体工程施工方法和程序；施工设备的配置；场地排水措施；质量和安全保证措施；施工进度计划。我方将在砌体工程开工前7天，将工程采用的各种石料的材料试验成果，报送监理人批准。未经批准的材料，不得使用。在砌体工程砌筑过程中，我方将按监理人指示提交施工质量检查记录和报表，其内容包括：砌体材料的取样试验成果；砌体工程基础的质量检查记录；砌体工程砌筑的质量检查记录；质量事故处理记录。砌体工程完工后，我方将为监理人进行砌体工程的完工验收提交以下完工资料:砌体工程竣工图；砌体材料试验报告；砌体工程基础的地质测绘资料；砌体工程的砌筑质量报告；监理人要碘交的其它完工资料。n二、砌石工程对砌体材料要求（1）砌体块石砌石体的石料应采自施工图纸规定或监理人批准的料场，石料的开采方法应经监理人批准。砌石材质应坚实新鲜，无风化剥落层或裂纹，石材表面元污垢、水锈等杂质，用于表面的石材，应色泽均匀。石料的物理力学指标应符合施工图纸的要求。砌石体分毛石砌体和料石砌体，各种石料外形规格如下：毛石砌体：毛石应呈块状，中部厚度不应小于15cm。规格小于要求的毛石(又称片石)，可以用于塞缝，但其用量不得超过该处砌体重量的10％。料石砌体：按其加工面的平整程度分为细料石、半细料石、粗料石和毛料石四种。料石各面加工要求应符合规定。用于浆砌的粗料石(包括条石和异形石)应棱角分明、各面平整，其长度应大于50c：m，块高大于25c：m，长厚比不大于3，石料外露面应修琢加工，砌面高差应小于5mm。砌石应经过试验，石料容重大于25kN／m。，，湿抗压强度大于lOOMPa。（2）砂、砾石砂和砾石的质量相关规定。砂浆和小骨料混凝土采用的砂料，要求粒径为0.15～5mrn，细度模数为2.5～3.O，砌筑毛石砂浆的砂，其最大粒径不大于5mm；砌筑料石砂浆的砂，最大粒径不大于2.5mm。小骨料混凝土采用二级配，砾石粒径为5～20mm及20～40mm。（2）水泥和水n砌筑工程采用的水泥品种和标号相关规定，到货的水泥应按品种、标号、出厂日期分别堆存，受潮湿结块的水泥，禁止使用。应按相应规定的用水质量标准，拌制砂浆和小骨料混凝土。对拌和及养护的水质有怀疑时，应进行砂浆强度验证，如果该水制成砂浆的抗压强度低于标准水制成的砂浆28天龄期抗压强度的90％以下时，则此水不能使用。胶凝材料(用于砌筑工程的水泥砂浆和小骨料混凝土)胶凝材料的配合比必须满足施工图纸规定的强度和施工和易性要求，配合比必须通过试验确定。施工中我方需要改变胶凝材料的配合比时，应重新试验，并报送监理人批准。拌制胶凝材料，应严格按试验确定的配料单进行配料，严禁擅自更改，配料的称量允许误差应符合下列规定：水泥为±2％0；砂、砾石为±3％；水、外加剂为±1％。胶凝材料拌和过程中应保持粗、细骨料含水率的稳定性，根据骨料含水量的变化情况，随时调整用水量，以保证水灰比的准确性。胶凝材料拌和时间：机械拌和不少于2～3min，一般不应采用人工拌和。局部少量的人工拌和料至少干拌三遍，再湿拌至色泽均匀，方可使用。胶凝材料应随拌随用。胶凝材料的允许间歇时间应通过试验确定，或参照下表选定。在运输或储存中发生离析、析水的砂浆，砌筑前应重新拌合，已初凝的胶凝材料不得使用。胶凝材料的允许间歇时间砌筑时气温（℃）允许间歇时间（min）n普通硅酸盐水泥矿渣硅酸盐水泥及火山灰质硅酸盐水泥20-309012013-201351805-10195--（4）砖砌体本节规定适用于普通砖、空心砖、灰砂砖和粉煤灰砖，我方将按施工图纸要求选用砖的品种和标号。（5）生石灰：熟化成石灰音时，应用网过滤，使其充分熟化，熟化时间不得少于7天。三、浆砌石体砌筑砌石体应采用铺浆法砌筑，砂浆稠度应为30～50m，当气温变化时，应适当调整。采用浆砌法砌筑的砌石体转角处和交接处应同时砌筑，对不能同时砌筑的面，必须留置临时间断处，并应砌成斜搓。砌石体尺寸和位置的允许偏差，不应超过相应的规定。毛石砌体的灰缝厚度应为20～30mm，砂浆应饱满，石块间较大的空隙应先填塞砂浆，后用碲块或片石嵌实，不得先摆碎石块后填砂浆或干填碎石块的施工方法，石块间不应相互接触。养护：砌体外露面，在砌筑后12-18小时之间应及时养护，经常保持外露面的湿润。养护时间：水泥砂浆砌体一般为14天，混凝土砌体为呈21天。水泥砂浆勾缝防渗n采用料石水泥砂浆勾缝作为防渗体时，防渗用的勾缝砂浆应采用细砂和较小的水扶比，扶砂比控制在1：1至l：2之间。防渗用砂浆应采用425以上的普通硅酸盐水泥。清缝应在料石砌筑24h后进行，缝宽不小于砌缝宽度，缝深不小于缝宽的2倍，勾缝前必须将槽缝冲洗干净，不得残留灰渣和积水，并保持缝面湿润。勾缝砂浆必须单独拌制，严禁与砌体砂浆混用。当勾缝完成和砂浆初凝后，砌体表面应刷洗干净，至少用浸湿物覆盖保持21天，在养护期间应经常洒水，使砌体保持湿润，避免碰撞和振动。四、砖砌施工砖应提前1-2天浇水湿润。普通砖、多孔砖含水率为10％～15％；灰砂砖、粉煤灰砖含水率为8％～12％。含水率以水重占干砖重的百分数计。砌砖体的灰缝横平竖直，厚薄均匀，并填满砂浆。埋入砌砖中的拉结筋，应安设正确、平直，其外露部分在施工过程中不得任意弯折。砌砖体尺寸和位置的允许偏差，应不超过GB50203—98第5.1.8条规定的限值。烧结普通砌砖体应上下错缝、内外搭接。实心砌砖体宜采用一顺一丁，梅花丁或三顺一丁的砌筑形式，砖柱不得采用包心砌法。n砌砖体水平扶缝的砂浆应饱满，实心砌砖体水平灰缝的砂浆饱满度不得低于80％，竖向灰缝宜采用挤浆或加浆方法，使其砂浆饱满，严禁用水冲浆灌缝。砌砖体的水平灰缝宽度一般为10mm，但不应小于8mm，也不应大于12mul。砌砖体的转角处和交接处应同时砌筑，对不能同时砌筑而又必须留置的临时间断处，应砌成斜槎。烧结实普通砖砌体的斜槎长度不应小于高度的2／3，多孔砖砌体的斜槎长高比应按砖的规格尺寸确定，外墙转角处严禁留直槎。砌砖体留直槎时，必须将接槎处的表面清洗干净，浇水湿润，填实砂浆，保持狄缝平直。框架结构房屋的填充墙，应与框架中预埋的拉接筋连接。每层承重墙的最上一皮砖，应为整砖丁砌层。在梁或梁垫的下面，砌体的阶台水平面上以及砌砖体的挑出层(挑檐、腰线等)中，也应采用整砖丁砌层砌筑。施工需要在砖墙中留置的临时洞口，其侧边离交接处的墙面不应小于500mm；洞口顶部设置过梁。五、砌体养护外露面砌体，养护期内应避免雨淋或暴晒；砌砖体完工后应至少洒水养护3天。六、质量检查和验收（一）砌石工程质量检查（1）原材料的质量检查n砌筑施工前，对砌石工程所用的毛石和料石进行物理力学性质和外形尺寸的检查。对用于砌石的水泥、水、外加剂以及砂和砾石等原材料进行取样检查。（2）胶凝材料（包括水泥砂浆和小骨料混凝土）的质量检查应按监理人指示定期检查砂浆材料和小骨料混凝土的配合比。水泥砂浆的均匀性检查：定期在拌和机口出料时间的始末各取一个试样，测定其湿容重，其前后差值每立方米不得大于35KG。水泥砂浆的抗压强度检查：同一标号砂浆时间的数量，28天龄期的每200m3砌体取成试件一组3个。（二）砌砖工程质量检查我方将会同监理人进行以下各款所列项目的质量检查。（1）砂浆的强度除符合施工图纸要求外，还应符合以下规定：同品种、同标号砂浆组试块的平均强度不小于砂浆强度的标准值。任意一组试块的强度不小于0.75砂浆强度的标准值。砖砌体砂浆饱满度的检查应符合相应条款的规定。（2）砌体工程质量应满足一下要求砌砖体上下错缝应符合下列规定：砖柱、垛无包心砌法；窗间墙及清水墙面无通缝；混水墙每间(处)4～6皮砖的通缝不超过3处。砌砖体接槎处应狄浆密实，缝、砖平直，每处接槎部位水平缝厚度小于5mm或透亮的缺陷不超过10个。预埋拉结筋应符合施工图纸的要求，留置间距偏差不超过3皮砖。留置构造柱位置应正确，残留砂浆清理干净。清水面墙组砌正确，刮缝深度适宜，墙面整洁。砌砖体尺寸、位置允许偏差应符合GBj0203—98表4.1.8的规定。n（三）砌体工程验收砌体工程砌筑前进行砌筑体测量放样成果的检查和基础面开挖清理质量的检查和验收。在砌体工程砌筑过程中；按招标文件技术条款第5.4.1条和第5.4.2条的规定对砌体工程的各项材料和砌体砌筑质量进行俭查和验收。完工验收。每项砌体工程完工后，我方将按本合同《通用合同条款》的规定，向监理人申请完工验收，并按招标文件技术条款第5.1.3.4款的规定向监理人提交完工验收资料。第四节道路工程本标段田间道路工程项目主要有：新建生产路、修复田间道等。（1）泥结碎石田间道、新建生产路施工程序：测量放样→路槽开挖→路床压实→泥结碎石路面→路肩压实。（2）维修泥结碎石田间道、维修生产路程序：测量放样→路床压实→泥结碎石路面一、引用标准和规程规范交通部门的有关施工验收规范及标准；林业部门的有在施工验收规范及标准；二、施工准备n我方将在施工前5天，提交一份田间道路、防护工程的施工措施计划，报送监理人审批，其内容包括，施工方案、人员和进度安排、质量和安全保证措施等。田间道整个施工程序为：先填筑10cm厚素土，并且要求压实，素土压实完成后，我们便进行面层的泥结石填筑，泥结石填筑厚度为20cm厚。整个田间道工程施工程序较简单，但工程量较大，我们计划安排140型推土机2台、农用车10台及12~15t内燃压路机1台。三、测量放样在测量放样开始之前，详细查阅工程图纸作好测量放样工作。搜集施工区平面与高程的控制网，了解设计要求与现场的施工需要，根据平面控制点建立系列测量控制网络。测量控制网应符合本工程等级要求及施工图和SL52-93《水利水电工程施工测量规范》和《公路线路勘测规程》JTJ61—85中的有关规定并满足本工程施工的需要。测量误差控制的最小范围：控制测量全站仪（NikonDTM-352C全站仪，测角精度2″，测距精度2mm+2ppm）。利用水准仪S3测定高程，误差不大于1cm。四、路基基础表面处理用推土机推出基础路面，再用推土机辅以人工整平形成路基。最后用压实机具进行碾压。本工程土料主要为粉质土和粘土，为提高工效，保证碾压效果，压实机械选取内燃压路机，碾压行进速度及碾压遍数由试验确定。五、路基工程施工n路基开工前再次做好施工测量工作，包括导线、中线、水准点复核，横断面检查与补测，增设水准点等，施工测量的精神应符合交通部颁布实施的《公路路线勘测规程》的要求。路基用地范围内的树木、灌木丛等场应在施工前砍伐或移植清理，砍伐的树木应移置于路基用地之外，并妥善处理。路基施工中，各施工层表面不应有积水，填方路堤应根据土质情况和施工时气候状况，做成3%的排水横坡，确保在施工过程中，能及时使雨水排走。雨季施工或因故中断施工时，必须将施工层表面及时修理平整并压实。整形后，项目部将即刻组织力量用15t三轮压路机进行碾压（在个别压路机不能作业的地方用人工采用蛙式打夯机夯实），并一直碾压到规范规定要求。碾压时严格控制每层的压实厚度不大于15cm。压实后，进行密实度试验。六、泥结碎石路面路基块石铺砌,大头朝下，先铺设到位，后用小石嵌砌锤实，采用内燃压路机12~15t碾压2~3遍。中层碎石（可掺少量砖渣）加沙壤土拌和后铺0.20m厚，采用内燃压路机12~15t碾压2~3遍。面层瓜米石加沙壤土及适量清水拌和，再铺0.05m厚，采用内燃压路机12~15t碾压2~3遍，并用沙壤土培筑路肩，使路面形成微拱，以利排水。七、道路工程质量检查（1）基本要求n几何尺寸符合图纸与规范要求；碾压达到设计要求的密实度；外观表面平整，边线整齐，无松散现象。（2）检查项目项次检查项目规定值或允许偏差备注1压实度（%）≥962平整度（mm）≤153纵断高程（mm）+5，-154宽度（mm）不小于设计值5厚度（mm）-106横坡（%）±0.3第二章拟投入的主要物资计划、主要施工机械计划及劳动力安排计划我公司对招标文件进行预算分析，列出如下所需材料物资采购及准备计划。拟投入的主要物资计划表名称规格计量单位数量2010年5-7月2010年8-10月2010年11-12月2011年1-4月水泥32.5Mat150200250180粗砂0.15-5mmm3300400400350块石50×25cmm38010010080卵石0.5-50mmm3200550500400钢筋t810126水t20504040电度200500400400n我公司对本工程招标仔细阅读后，制定以下的机械设备计划，在实际施工中，若发现那机械生产力不足，还会充备，进入本工程的主要机械设备使用计划详见下表“拟投入的主要施工机械设备表”拟投入的主要施工机械设备表设备名称型号及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推土机74kw6一拖2001良好农田水利蛙式打夯机2重庆2003良好农田水利单斗液压挖掘机卡特3201山东20041500良好农田水利单斗液压小挖掘机2山东2008100良好农田水利翻斗车5T8十堰2006良好土地整理手扶拖拉机2荆州2002良好农田水利胶轮车自制20湖南2002良好农田水利风砂水枪6.0m3/min1江西2005良好农田水利道路工程插入式振动器1.1KW6宜昌2007良好农田水利道路工程平板式振动器2.2KW2宜昌2007良好农田水利道路工程混凝土搅拌机0.25m32长沙2007良好农田水利道路工程混凝土搅拌机0.8m32长沙2007良好道路工程机动翻斗车1.0t5十堰2006良好农田水利道路工程交流点焊机30KVA1宜昌2005良好农田水利道路工程电阻型对焊机150KVA1宜昌2005良好农田水利道路工程钢筋切断机20KW1宜昌2005良好农田水利道路工程直流电焊机25KW1宜昌2005良好农田水利道路工程钢筋调直机11KW1宜昌2005良好农田水利道路工程钢筋弯曲机Φ6—401宜昌2005良好农田水利道路工程发电机75kw1江苏2006良好全部汽车起重机5.0t1广东2005550良好农田水利n载重汽车5.0t2十堰2005良好道路工程轮胎碾12t1武汉2005良好道路工程自行式平地机118kw1武汉2006良好道路工程根据本工程特点，我们拟安排足够的劳动力进行施工，劳动力安排见下表劳动力计划安排工种人数测量工砌筑工电工机械工砼工普工合计人数2010年5月5105101050906月55054020501707月105055020301658月105056020301759月1030540204014510月1030540204014511月830540205015312月83054020501532011年1月83054020501532月83054020501533月103054020401454月10305402040145总计1792n第三章确保工程质量的技术组织措施第一节施工管理机构本工程我们按项目法组织施工，针对该工程实际情况组织项目部，由项目经理对该工程的施工全面负责，并亲自指挥生产和协调各工种关系，负责该工程的材料采购和后勤、财务管理，技术负责人对该工程的技术、质量、数据、经济效益直接领导，确保工程质量达到国土资源部《土地开发整理标准》和规划设计方案的要求。本工程在整个施工过程中，我们严格按照公司ISO9002质量手册、程序文件及工程施工管理手册等文件进行施工管理，项目经理、管理人员、各施工班组各司其职。第二节技术保证措施若我司有幸中标，我们将采用我公司《质量管理和质量保证》系列标准，结合我国现行的法律、法规，企业质量手册和程序文件编制《金湾垸进退洪闸项目质量保证计划》，落实人员要素责任。见本章后《质量体系要素责任分配表》。编制科学的施工方案，作好质量技术交底，严格按质量控制程序组织施工，使施工全过程始终处于受控状态。详见本章附图《工程质量控制程序图》贯彻“谁管生产、谁管质量；谁施工、谁负责质量；谁操作、谁保证质量的原则”n，实行工程质量岗位责任制，并制定严格的奖罚措施。接受监理、建设单位，共同抓好质量工作。制订《重点部位监控计划》，实行有目的控制。本工程质量管理重点：1、测量工程为保证外形准确，符合设计要求，由专职测量组负责轴线及水准网设置。同时施工全过程要对测量标志妥善保护，定期复核，以高标准的工作保证测量精度和对工程定位、轴线、标高的标准控制。2、脚手架工程施工前必须有经过审批的脚手架搭设方案，拆除时必须有详尽的切实可行的拆除方案，在使用过程中要加强检查，发现不符合方案要求的，立刻勒令整改。进行外架搭设的架子工必须持证上岗，所使用的原材料(扣件、钢管)必须经过检验。在外架使用中，坚持三级技术、安全交底制度。3、钢筋连接钢筋连接工程开始前及施工过程中，必须分别对每批进场钢筋和接头进行工艺检验：每种规格钢筋母材进行抗拉强度试验。每种规格钢筋接头的试件数量不应少于三根。接头试件应达到现行行业标准相应等级的强度要求。随机抽取同规格接头数的10％进行外观检查。对接头的每一个验收批，在工程结构中随机截取3个试件作单向拉伸试验。施工前坚持多级交底制度。n第三节施工质量把关措施1、施工技术的质量保证措施落实质量保证计划、质量目标计划，对一些特殊部位及技术难点落实至班组每一个人，让作业人员了解技术交底的施工流程、施工计划、图纸要求、质量控制标准，以便操作人员心中有数，从而保证在施工过程中按要求施工，杜绝质量问题的出现。本工程施工：过程中拟采用三级交底模式：首先是项目总工根据审批后的施工组织设计、施工方案、作业指导书对本工程工艺流程、进度安排、质量要求及主要施工工艺向项目全体施工管理人员，特别是施工工长、质检人员进行技术交底，然后施工工长向班组进行分项专业的技术交底，再由班组长向工人交底。2、施工操作的质量保证措施施工操作人员是工程质量的直接责任者，因此施工操作人员自身的技术素质以及对他们的管理均要有严格的要求，对操作人员增强其质量意识的同时，要加强管理，以确保操作过程的质量要求的实现。首先，对每个进入本项目施工的人员均要求有一定的技术等级和相应的施工经验，同时在施工过程中进行考核，对不合格的施工人员坚决辞退，以保证操作者本身具有合格的技术素质。其次，加强对每个施工人员的质量意识教育，提高其质量意识，自觉按操作过程进行操作，在质量控制上加强其自觉性。n施工管理人员，特别是施工工长及质检人员，应随时对操作人员所施工的内容、过程进行检查，为他们解决施工难点，在现场进行质量标准的测试，随时指出达不到质量要求及标准的部位，要求操作者整改。最后在施工中各工序要坚持自检、互检、专业检制度，在整个过程中作到工前有交底，工程中有检查，完工后有验收的“一条龙”操作管理模式，以确保工程质量。第四节主要质量管理措施质量管理主要是技术供应保证和施工中的质量控制。1、技术管理施工技术管理工作是保证工程顺利进行的关键，必须根据技术要求及施工进度计划，做好技术管理工作。2、施工质量管理1）成立机构该工程是由以农田整理为主的基础工程，为了使工程在短时间内以最好的质量完成，公司成立高效率的施工领导机构，公司安排一名主管领导，实行集中领导，分级负责，统一安排工程项目、任务和进度。本项目要将其列为本公司的重点工程。2）施工质量监管该工程在项目管理上严格按照基本建设程序，在本工程施工过程中，认真细致地严把质量关，建立项目管理责任制和质量管理保证体系，落实好质量管理责任制，确保工程质量，工程按期顺利完工。n第五节工程建设标准依据招标文件的要求，本项目的建设标准依据下列规范、标准：《土地开发整理项目规划设计规范》TD、T1012-2000《土地开发整理项目验收规程》TD/T1013-2000《水土保持综合治理技术规范》GB16453.1-16453.6-1996《灌溉与排水工程技术规范》SL/T4-1999《农田排水工程技术规范》SL/T4-1999《泵站设计规范》GB/T50265-97《建筑工程施工质量验收规范》GB5300-2001《结构设计规范》GB50005-2001《砌体结构设计规范》GB5003-2001《建筑施工安全技术检查规范》JGJ59-99等相关规定及标准第四章确保安全生产的技术组织措施第一节安全管理保证体系本项目安全管理保证体系如下：项　目　经　理项　目　总　工安　全　员施工班组兼职安全员施工　员专职安全员安全保卫部　　　　安全生产领导小组n第二节安全生产责任制1）公司总经理作项目安全施工总体监督，公司生产副经理、总工程师、安保科作项目安全、文明施工总体保障，严格监督、控制项目安全文明施工。2）建立以项目经理作为安全生产第一责任人的安全文明施工管理机构，在项目经理直接领导下，完善项目部安全文明生产保证体系，把安全生产岗位责任落实到各个部门及责任人，作到全员关心安全生产，加强安全教育，强化安全意识；建立工程项目安全文明施工责任体系.3）项目部设立专职安检机构及专职专责安检人员，履行专职专责安全检查岗位责任制：生产安全责任制、机械安全操作责任制、安全用电制度、安全防火制度；使所有管理人员，生产工人明白应尽的安全职责，应负的安全责任。保证施工现场在抓工期、质量工作的同时不忽视安全生产。4）项目部与安检专职责任人及生产班组签订安全生产责任合同。将安全生产责任层层落实到全体管理干部及作业工人。n5）定期召开质量与安全生产专题会议，明确管理目标，熟悉国家有关“安全生产法规”和“公司有关安全生产具体规定”，强化安全生产意识，明确岗位安全管理责任，施工中实行班前安全书面签证交底制。第三节机械操作安全措施1）所有机械操作人员保证持证上岗，坚持上、下班。班前班后的检查工作，发现问题先处理完善再进行使用。2）定期检查机械性能、设备、设施配件第四节用电安全措施1）施工现场所有电线线路按“三相五线制”标准架设。所有供电终端严格执行一个插座配一个开关和漏电保护装置。2）劳务工人、办公区内使用的照明均采用低度、适宜的灯泡，杜绝使用电炉。3）一切机电设备均安装避雷装置和漏电开关；定期检查好线路、漏电开关，以保证不因线路、开关漏电而发生安全事故。第五节行车安全保证措施1）交通道路平整、清洁，排水系统畅通；坡度、转弯半径、错车道、路牌、路标、照明均应按相应的等级设计；2）做好驾驶员、交通指挥员的安全技术培训，加强专业技术培训；n3）车辆定员、定人，并认真按当地交通法规对驾驶员进行约束管理；4）严禁不良车况车辆上路；5）交通道路设指挥员；6）坚持车辆的日常保养和三修制，确保上路车辆车况良好；7）主要路口设立警戒标志，标明：“注意车辆出入”。第五章确保工期的技术组织措施第一节工程进度计划根据本工程施工季节性强和需要大量民工的特点，我们精心组织、合理安排，控制各道工序的开工、竣工时间及施工进度，保证工序一环扣一环，并且结合各施工队制定出每五天、每十天需完成工程进度计划的办法和措施，确保业主和监理单位的进度要求，是保证施工安全和进度的关键。安排施工生产时要始终贯穿一条主线，抓好三个阶段，始终坚持以土建施工为主线，水、电专业穿插配合作业，相互创造施工作业条件，尊重劳动成果，狠抓阶段性计划落实，确保总工期，具体安排见施工进度计划横道图。施工进度计划具体安排如下：施工准备2010.4.1——2010.4.10工期10天土地整理2010.4.11—2010.5.5工期25天沟渠及附属设施2010.5.6——2010.7.5工期61天n沟渠清淤2010.7.6——2010.7.25工期20天渡槽2010.7.26——2010.9.25工期62天桥2010.9.26——2010.11.20工期56天节制闸2010.4.11——2010.7.5工期86天电灌站2010.7.6——2010.10.5工期92天沉螺池2010.10.6——2011.12.31工期87天道路工程2011.1.1——2011.3.25工期84天清场验收2011.3.26——2011.4.1工期7天第二节进度保证措施我们有信心、有实力克服各种困难，确保按时完工。针对本工程具体情况，特制定施工组织及工期措施如下：1、一旦我单位中标，我们将抽调足够的施工人员和机械设备进场，以满足该标段工程对施工人员及施工机械设备的需要，确保按时进场，满足施工需要。2、做好劳动力和设备的布置，既要科学调配，又要准备充分。使施工进度计划达到预期目标。3、建立生产例会制度，开展劳动竞赛，设置流动红旗，分队分段施工，每星期抽一个小时开展劳动动员和表彰大会，表彰先进个人，使每天工人工作士气高昂。4、根据工作需要，及时调整施工力量和施工进度，实行每天二班或三班制度，以满足工程施工进度计划的要求。n5、施工组织：工程进度管理采用时标网络计划，对于工期及各项资源投入实行动态管理，确保工程按计划进行，采取抓关键工序施工，必要时进行关键工序上的网络优化。运用均衡流水施工工艺划分流水段，采取“平面流水、立体交叉”法，科学组织，昼夜施工，狠抓阶段计划的落实。6、机具设备：根据工程形象进度，配备各种施工机具按时进场，并确保正常运转。7、材料供应：根据工程形象进度，按计划供应材料到现场，确保施工需要的材料供应。8、根据设计要求及工程特点，编制经优化的各分项施工方案，积极采取先进施工工艺，科学地按施工进度合理调配劳动力，合理安排工作面，充分提高劳动生产率。9、开展目标管理，搞好经济承包。包任务、包质量、包安全，落实政策，奖惩兑现，提高全体施工人员的主动性和积极性，经常分部位与班组签订《限时完工合同》，奖罚及时兑现。第六章确保文明施工的技术组织措施采取各种有效措施，加强对噪声、粉尘、废气、废水的控制和治理，努力降低噪声；控制粉尘和废气浓度以及做好废水和废油的治理和排放，以免污染土地和河流。n要做好宣传教育工作，认真对待来信来访，凡能解决的问题，立即解决，一时不能解决的扰民问题，也要说明情况，求得谅解并限期解决。在编制施工组织设计时，必须有环境保护的措施，在施工现场平面布置和组织施工过程中都要执行国家、地区、行业和企业有关防治空气污染、水源污染、噪声污染等环境保护的法律、法规和规章制度。加强施工区和生活区域环境卫生管理，做好卫生防疫工作，防蚊、防鼠、防蟑螂措施到位，保护饮用水源免受施工活动造成的污染，保证参建职工的身体健康，对生活卫生设施定期清理，严禁各种废物的乱堆乱弃，应集中存放处理，更不得倒入河流中污染水源。建立文明施工细则，规范全体职工的行为，在工地形成团结向上、文明施工的良好风气。建立岗位责任制，按工作责任范围划定文明施工责任范围，做到谁施工，谁负责工序、本工区、本部门的料物堆放、设备停放、现场杂物清理、职工文明礼貌等文明规章措施的落实工作。建立定期评比制度，变两周由精神文明建设小组召开一次评比会议，主要查找文明施工方面存在的不足，统一思想，研究改进措施。同时评选文明施工工作开展好的单位进行表扬和奖励。设备停放按规定的位置整齐有序的停放到位。凡非安装固定的施工设备，上班时进行例行检查，下班后必须有序停放在规定的位置，并进行例行保养、擦试，保证设备状态完好、外表干净。仓库材料堆放整齐有序、标识完整正确。原材料分类别、分型号整齐堆放，标明规格型号、到货日期、待检或已检状态。n施工现场内保证道路畅通、排水设施有效、建筑及生活垃圾及时清理至指定的处理场地。现场使用的材料按类别和使用部位分别堆放，不得乱堆乱放以保证现场的整洁。经常开展健康向上的文体活动，宣传党的政策、好人好事，增强企业的凝聚力，激发职工的向上热情，陶冶职工的情操，在工地形成团结活泼的良好公司面。设立工地宣传标语和宣传栏，表扬先进，鞭策后进，形成整个工地人人讲文明施工、人人懂文明施工规章的自觉文明施工氛围。施工现场垃圾渣土要及时清理出现声，集中堆放或者掩埋。袋装水泥、白灰、粉煤灰等易飞扬的细颗散体材料，室外临时露天存放时，必须下垫上盖，严密遮盖防止扬尘。禁止在施工现场焚烧油毡、橡胶、塑料、皮革等以及其他会产生有毒、有害烟尘和恶息气体的物质。生活和生产污水排放到指定的水坑中，不能进入河内。施工机械检修的废油用指定哭具存放，生活垃圾在指定地方埋入地下。n第七章施工网络图和施工进度计划横道图34571施工准备10天2土地整理25天节制闸86天沟渠工程61天渡槽62天9道路工程84天11机耕、人行桥56天6电灌站92天沟渠清淤20天1012沉螺池87天13清场验收7天14施工进度计划网络图n施工进度计划横道图项目工期计划施工日期2010年2011年4月5月6月7月8月9月10月11月12月1月2月3月4月施工准备5天土地整理25天沟渠61天沟渠清淤62天渡槽76天桥86节制闸92电灌站31沉螺池61道路工程83天清场验收8n第八章施工总平面布置及相应的文字说明第一节施工总平面布置的原则依据招标文件和现场考察情况，拟用施工现场布置原则如下：　　⑴按招标文件要求进行现场设施规划。⑵充分利用工区已有的道路、设施，就近和不影响现有设施及环保要求的原则进行布置。⑶尽量减少对周边生活群体的影响及当地生产设施的损坏。第二节现场布置⑴施工营地施工营地根据本公司的实地考察进行布置，工地有大量民房可租用，项目经理部，营地住房、食堂、浴室等都可租用民房，临时建筑主要有物资仓库、水泥仓库、停车场、维修厂及值班室、油库、发电房等，施工营地建设见“施工平面布置图”。⑵供电利用当地电网的电源，架设专门施工线路保证工程用电正常。为以防万一，另外自备2台30KW柴油发电机组作为备用电源。在施工现场必须架设夜间照明设备，以便夜间施工和工地夜间防盗，最终确保工程顺利进行。⑶供水生活用水采用当地群众饮用水源，施工用水取用当地河水。n⑷通讯在项目经理部安装施工专线电话一部，配移动电话15部。各施工队及补给站各配移动电话3部，便于现场指挥。⑸机械设备的调配机械设备的调配一经定案后一般不做更改，主要是为了避免机械设备调配不均而产生施工进度不均的矛盾，施工中如有特殊需要还是可以作设备局部调整。⑹现场交通及道路布置整个工地的现场交通布置按照工区分别进行安排，总体上本着因地制宜和安全生产的原则进行。具体布置详见施工总平面布置图nnn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-.075-1.109.269nPAS.231.111.2082.074.0409JWKffwvG#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&MuWFA5uxY7JnD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