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时间:2017-09-08
《秀屿区lng大道人行道改造工程设计及招标文件》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、目录第一章:编制依据及编制原则·············································································2第二章:工程部署·································································································3(一)工程概况··········································································
2、························3(二)施工准备··································································································3(三)施工组织机构···························································································4(四)工程进度网络计划及说明··································
3、········································4(五)拟投入本工程的施工机械设备安排计划······················································5(六)拟投入本工程的主要管理人员及劳动力安排计划········································5第三章:主要工程项目的施工程序及施工方法·················································6(一)污水30工程施工··················
4、··········································································6(二)人行道工程施工·······················································································10(三)绿化工程施工···························································································15第一章:
5、质量保证措施·························································································19第二章:进度保证措施·························································································24第三章:安全保证措施········································································
6、·················25第四章:文明施工措施及环境保护措施·····························································27第一章编制依据及编制原则一、编制依据(一)秀屿区LNG大道人行道改造工程设计及招标文件。(二)国家、地区以及工程合同对该工程项目的要求。(三)施工现场条件及建设单位提供的条件。(四)我单位的综合施工能力、施工技术水平及多年施工经验。(五)国家和地区的有关规程规范。二、编制原则30(一)严格执行基本建设程序和施工程序。(二)科学安排施工顺序。(三)采用先进的施工
7、技术和设备。(四)应用科学的计划方法制定最合理的施工组织设计。(五)落实季节性施工措施。(六)确保工程质量、施工安全和环境保护。(七)节约施工费用,降低工程成本。第二章工程部署一、工程概况秀屿区LNG大道人行道路面改造工程位于莆田市秀屿区LNG大道,工程总造价约164万元。本工程按单位工程划分为市政工程、园林工程,其中市政工程包括人行道工程、污水工程。人行道工程:结合实际已建人行道,因地制宜采用变化宽度人行道30。新建人行道结构为:5cm花岗岩火烧板+3cm10号砂浆调平层+10cmC15混凝土垫层+10cm级配碎石基层,总厚度28cm。污水工程:管道长
8、度198米,排水体制采用雨、污合流制,管道采用重力流,管道施工采用DN1000I
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