场地平整现场施工方案.pdf

第一章、工程简况及特点第二章、施工组织机构第三章、施工总平面布置第四章、施工进度计划第五章、施工准备第六章、施工方案第七章、质量管理及主要控制措施第八章、安全管理及主要控制措施第九章、文明施工及环境保护第十章信息管理第一章、工程简况及特点1.1 编制说明1.1.1 适用范围及编制目的（1）适用范围：用于澜山溪谷场地平整施工作业。（2）编制目的：场地平整是将需进行建设范围内的自然地面，通过机械挖填或人工平整改造成为设计所需的平面，以利现场平面布置和文明施工；平整场地要考虑满足总体规划、生产施工工艺、交通运输和场地排水等要求，并尽量使土方挖填平衡，减少运土量和重复挖运。场地平整是整个工程建设的基础，它的质量好坏，将直接关系到变电工程施工和运行过程中的整体安全。为保证本工程场地平整的施工质量，同时保证施工安全，特编制此方案。1.1.2 编制依据（1）图纸会审纪要及设计提供的有效技术资料等。（2）国家现行有关规程、规范和标准。（3）招投标有关文件。1.2 工程量本工程土地平整工程为19909.26 m3。包括原土夯实、平整场地、整理边坡量。1.3 工程特点1.3.1 设计特点（1）本工程采用1985年国家高程基准，1954 年北京坐标系，中央子午线为93 0000。（2）场地采用平坡式竖向布置，由西向东排水，排水坡度1.0%。（3）填方区填土应分层压实，压实系数0.94，填料中碎石粒径不应大于250mm。（4）场平可先填土至略低于设计标高约0.18M 标高处，待站内建构筑物基础全部施工完成后，按竖向布置图的设计标高把剩余土方精平至场地设计标高。1.3.2 施工特点及难点（1）工期紧，工程量大，填方总量34255.286m3，挖方总量34284.4m3。文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2（2）场地高差大，最大挖方深度为2.475m，最大填方高度为4.237m，最大高差为6.405m。（3）地质条件差、场平压实要求高、现场施工用水量不足：本站站区上层表面原土均为粉细砂，缺水，场平过程中需大量浇水方能达到设计压实系数，而现场水资源不足，如何平衡洒水量将是施工过程中一大难点。文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2第二章、施工组织机构2.1 施工组织机构图（见下图）2.2 岗位职责：2.2.1 工程经理兼总指挥工程经理是工程全过程施工生产的组织者、指挥者和全权责任者。本工程工程经理兼任场地平整施工总指挥。（1）负责对施工人员的合理安排及任用。（2）负责工程资金调配使用，保证施工顺利进行。（3）根据工程管理方法，对工程的全过程进行计划、组织、协调和控制。（4）负责落实工程法人、监理工程师有关工程质量和施工进度等方面的指令在施工中有效地贯彻执工程总工兼副总指挥工程副经理兼副总指挥工程经理兼总指挥信息后勤组物资土方运输班组安全浇水班组质量碾压班组测量班组技术文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2行。（5）负责建立与质量、安全、文明施工及环境保护等体系相适应的机构，明确职责权限并监督其有效运行。2.2.2 工程副经理兼副总指挥（1）负责场地平整施工全过程的生产、劳动组织管理和调度。（2）负责对施工的过程进行控制，下达施工计划。（3）负责施工质量监控、安全监察和文明施工的组织管理。（4）工程经理不在时，代其行使工程经理职责。2.2.3 工程总工兼副总指挥（1）负责场地平整施工全过程的技术管理工作。（2）负责督促人员组织、材料供货计划、机具设备配置计划、技术交底、施工作业指导书等的制定和实施。（3）负责督促安全目标的实施、质量目标的落实，负责落实场地平整施工过程中质量、安全措施的实施情况。（4）负责落实场地平整施工期间信息管理工作的实施情况。（5）负责落实工程法人、监理部门在场地平整施工过程中对工程技术、质量、安全、文明施工等方面的要求。2.2.4 技术负责场地平整施工过程中所有的技术工作，落实技术作业指导书的实施，认真阅读设计文件和施工图纸，负责对施工人员进行施工技术交底和技术指导。2.2.5 质量（1）协助工程(副)经理/工程(副)总工对质量工作实施管理。（2）负责施工质量监督和检查，负责向公司和监理工程师申请检查和验收。（3）参加工程材料的进货检验工作。（4）监督施工质量管理按公司质量手册和相关程序文件的规定有效地运行。（5）监督和指导施工队正确填写各种施工记录表。（6）负责施工质检及施工记录的资料整理。文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2（7）负责向工程(副)经理/工程(副)总工整理和提交质量监控工作报告。（8）受工程(副)经理/工程(副)总工的委托，主持质量事故调查，并提交调查报告和处理意见。2.2.6 安全（1）负责场地平整期间施工安全监察管理工作。（2）负责向施工人员进行安全教育和安全交底工作。（3）对发现的安全隐患或安全问题提出整改意见并及时督促处理。2.2.7 物资（1）根据施工进度计划和施工组织措施，制定工器具和设备的配置计划，负责组织实施。（2）根据施工组织设计的工程进度计划，制定工程材料、物资供应计划并组织实施。（3）负责整理材质证明、实验报告。（4）负责组织工程材料工具等的采购。（5）负责设备及材料的接收、装卸、运输、保管、发放管理工作。（6）负责组织工程物资的进货检验，收集材质证明。2.2.8 后勤负责搞好场地平整施工期间的生活、卫生、医保、劳保、防雨雪风沙等服务工作。第三章、施工总平面布置3.1 布置原则3.1.1 场平施工时,在施工安全范围内不得与其它工作交叉施工。3.1.2 施工范围内的沟道、坑洞要首先填平、按设计要求压实，以利施工机械安全运行。3.1.3 场平施工区要先修建临时道路，以利各种施工机械安全运行。3.1.4 施工区要布置临时水源施工管道，管道敷设原则至少能够辐射整个场区。3.1.5 场平施工可以分区分片进行，也可整个场区同时进行，但必须保证各片区接茬处施工质量能够满足设计和规范要求。文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F23.2 现场总平面管理办法3.2.1 场平施工必须严格按照施工组织措施的要求进行，若遇到特殊问题应及时向工程部负责人员反映，及时解决该问题。3.2.2 场平施工过程中，施工顺序及车辆行驶路线一般不作改动，若遇特殊情况，可根据实际情况进行部分修改，但必须事先征得现场技术人员和指挥人员的同意。3.2.3 施工线路上，必须事先清除障碍物，保证施工的顺利进行。3.2.4 施工现场设置警界线，外来人员及非作业人员严禁入内，以免发生意外事故。第四章、施工进度计划4.1 施工进度计划施工总叠加天数为15 天，自 2012 年 10 月 26 日开始至2012 年 11 月 10 日结束。具体见以下工期说明及施工进度横道图：4.1.1 场平范围测量放线:共需 1 天；4.1.2 场平区域内植被杂物清理：共需1 天；4.1.3 场平区域内临时道路修建：共需1 天；4.1.4 场地平整及挖、运、卸土方：共需11 天；4.1.5 细部处理：共需1 天。4.2 施工进度计划调整在场地平整施工过程中，当产生以下几种情况时，将对施工进度进行调整：文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F2文档编码:CT8R5Q6M10S10 HK4F9T7P7A1 ZO7Y5R1H6F24.2.1 在施工期间，如受到不良天气影响，导致进度有变，将根据具体情况进行调整。4.2.2 在施工过程中，我公司可能根据安装的具