2021年公路监理工作总结报告范本.pdf
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1、公路监理工作总结报告范本1/9 公路监理工作总结报告范本一、工程概述:、工程概况:沈大高速公路盖州连接线扩建工程,路线起点K0+000 位于盖州清河广场西口,途经张漠洛、门漠洛、李漠洛等村,终点 K6+000止于沈大团山子互通匝道出口,路线全长 6 公里;在张漠洛路线与长大铁路相交,设 30 孔立交桥一座,立交桥引线采用加筋土挡墙及重力式挡墙防护,边沟采用桨砌片石边沟。设计标准:1、公路等级:二级公路,平原微丘;2、设计时速:80 公里/小时;3、桥涵设计荷载及路面标准轴载:设计荷载为汽车-20 级,挂车-100;标准轴载为 BZZ-100;4、横断面标准:张漠洛立交桥东路基宽22 米,路面宽
2、米,张漠洛立交桥西路基宽米,路面宽 15 米;路基两侧设置米林台,涵洞与路基同宽;路面结构为,3 厘米细粒式沥青混凝土,4 厘米中粒式沥青混凝土,24 厘米 5%水泥稳定砂砾,27 厘米天然砂砾垫层。5、路面设计弯沉:沥青混凝土上面层、沥青混凝土下面层、水泥稳定砂砾的设计弯沉分别为67、;、主要工程数量:公路监理工作总结报告范本2/9 1、土石方:全线路基共挖土方13225 立方米,填土方 39397 立方米,填砂砾 20468 立方米,横向利用方8365 立方米,纵向利用方 4860 立方米;2、路面:细粒式 SBS改性沥青混凝土93964 平方米,中粒式沥青碎石为93964 平方米,5%水
3、泥稳定砂砾97887 平方米,天然级配砂砾102773平方米,透层沥青 93964平方米,路缘石 290立方米;3、桥涵工程:圆管涵共计延米/4 道,暗盖板涵延米/2 道,明盖板涵31 延米/2 道,小桥 1-5 米 1 座,张漠洛立交桥一座;4、加筋土挡墙:496 延米;5、重力式挡墙:780 延米;6、桨砌片石边沟:立方米。、合同、造价与工期等:该工程业主为盖州交通局;设计由辽宁交通勘测设计公司和沈阳铁路局大桥大修设计所共同设计;监理单位为沈阳鑫通监理公司,本工程监理组织机构设置如下:设立驻地监理工程师办公室1 个,XX 年监理驻地主任为丁信忠,监理员为左伟状、孙富祥,XX 年,监理主任变
4、更为梁涛,监理员为孙富祥;承包商有三家,分别是一标由营口市公路工程总公司第四分公司承建,合同价 850万元,二标由中国三冶机械化道桥公司承建,合同价 1596 万元,三标由中国三冶机械化道桥公司承建,合同价 559 万元。第 14 孔 25 米主桥经业主决定由三标施工。文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:
5、CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P
6、7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:
7、CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P
8、7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:
9、CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P
10、7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6公路监理工作总结报告范本3/9 计划工期为 XX年 8 月 28 日至 XX年 7 月 3
11、1 日,实际工期为 XX年 8 月28 日至 XX年 8 月 15日。该项目合同要求质量标准为精品工程。二、设计变更情况:、张漠洛立交桥:1、对原施工图设计说明第八项施工注意事项第3 条款关于钻孔灌注桩桩基底回淤量的设计规定:回淤量小于5 厘米,更正为小于等于 30 厘米;2、基础施工同意使用搭接焊;3、伸缩缝按4、9、13、16、21、25 墩设置,固定锚栓位置为1、6、11、19、23、30 墩台处,取消 0#台系梁,引桥支座采用方行普通支座;、立交桥引线及其它路基、路面工程:1、C30砼路缘石变更为花岗岩路缘石,规格不变;2、西引线重力式挡土墙变更增设波型钢护栏;东西引线加筋土挡墙取消路
12、缘石、防撞墙,变更为波型钢护栏;加大加筋土挡墙冒石尺寸,由 75 厘米变更为 85 厘米;3、排水设计按业主要求根据现场实际情况考虑当地群众的具体要求进行施工。三、监理工作情况:文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L
13、6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB
14、8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L
15、6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB
16、8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L
17、6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB
18、8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6公路监理工作总结报告范本4/9 在业主及营口交通局交通工程质量监督站的大力支持和配合下,该项目监理工作圆满完成合同及相关要求,真正作到了为业主负责、为承包商负责、为国家和人民负责的目
19、的,竖立了沈阳鑫通监理公司的企业形象。在整个监理过程中,加强和规范驻地办监理的自身管理和建设工作、严格执行监理工作的十六字方针、确保工程进度和质量、确保监理合同的认真执行等始终是监理工作持之以恒并坚持不懈的工作目标。在严格监理的同时,我们针对承包商技术力量相对较弱的情况加大了“热情服务”的力度,多提合理建议、加强“事前监理”,让承包商少走弯路、消灭质量问题于萌芽状态,这些对保证该项目的顺利完成起到了巨大作用。监理驻地办在硬件方面,配备了电脑、打印机、传真机、照相机、高档计算器、监理用车、住地电话、移动电话等办公用具;软件方面,驻地办不断完善监理各项规章制度和监理工作手段,职责、图表等也较规范的
20、上墙,驻地建设达到有关要求。积极配合营口质检站完成了所要求的各项工作,开工之初,督促承包商完善和健全了承包商自检体系建设工作,为确保工程质量奠定了基础。文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2
21、P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码
22、:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2
23、P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码
24、:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2
25、P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码:CY4R6L6D1X7 HG9K2T2P7F7 ZB8Z6S2J9V6文档编码
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