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巴斯夫上海中間體四氫呋喃/聚四氫呋喃項目土建、地下管道和建筑工程施工方案英文版(完整版)

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【正文】 crete Pipe 5. Installation of PVC Pipe SECTION4: BUILDING WORKS 1. General 2. Installation of HVAC System 3. Steel Work SECTION5: ATTACHMENT DRAWINGS Civil Works, Underground Piping amp。該地方已建成了擁有 600 噸裝卸能力的碼頭。 Site Layout 現(xiàn)場布置 Living Facilities 生活設(shè)施 Housing and camp shall be set up close to the work site with living necessities. It shall be about 1700m2 for caring and catering of work force and staff. Site Facilities 現(xiàn)場設(shè)施 Proposed working area around 4500m2 in the site will be remained to construct necessary working facilities according to the drawing of temporary construction facilities lay out offered by the Contractor. Site facilities shall include the site office, stores, site laboratory, etc. Civil Works, Underground Piping amp。 c) To deal with payment claims with the Owner and Contractor。 f) To arrange the progress of the work. 6) Construction Department a) To anize site construction and coordination according to the general program and staged schedules。 c) To be responsible for security for all site staff。 c) To provide logistics services。 c) Participate in the contract negotiation, audit the subcontract variation and claim information, get the approval from the Owner and Contractor。 e) Review the selection of materials and equipment to ensure they can satisfy the designed intention。 c) Check the construction methods and technical workmanship, ensure the construction to satisfy the requirement of HSE。 d) Establish the temporary warehouse, store the materials according to their classifications, keep all kinds of goods in good condition。 g) Be responsible for the supplied station of office goods, set down the office purchase plan and execution with the permission of the project manager。 Building Works Method Statement 2/66 Take steps to regulate the natural drainage of the water flowing on the surface of the ground, to prevent flooding of excavations, Ensure that all necessary site clearance and demolition in that area has been performed in accordance with these Specifications, Notify the Contractor sufficiently in advance of the beginning of any excavation so that crosssectional elevations and measurements can be taken of the undisturbed ground. The existing ground adjacent to the structures shall not be disturbed without the permission of the Contractor. Trenches or foundation pits for structures or structure footings shall be of sufficient size to permit the placing of structures or structure footings of the full width and length specified or directed. During the excavation, special care shall be taken not disturb the finished pile and the final removal of the foundation material about 15cm thick shall be made by manual method only when the blinding concrete is about to be placed. After the excavation pleted, all loose and displaced material shall be removed, leaving a smooth, solid bed to receive the footing. The sides of excavations shall be adequately supported by timbering, steel sheeting, strutting, shoring, etc, as to ensure the safety of workmen, freedom from damage of any structure of services and to prevent any movement of adjacent soil. All such supports shall be maintained until the constructional work is sufficiently advanced to permit the timbering, etc., to be withdrawn. All excavation shall be kept free of standing water. Adequate water pumps with other dewatering system shall be installed to keep dry during the excavation until the concrete has set sufficiently. After each excavation is pleted, the Construction Contractor shall notify the Contractor to that effect, and no footing or bedding material shall be placed until the Contractor has approved the depth of excavation and the character of the foundation material. All rock or other hard foundation material shall be cleaned of all loose material and cut to a firm surface, either level, stepped or serrated as directed by the Contractor. All seams or crevices shall be cleaned out and grouted. All loose and disintegrated rock and thin strata shall be removed. Disposal of Excavation Material Civil Works, Underground Piping amp。 b) Establish and execute upon approval the project quality assurance system and project quality control plan to meet the requirement of specification。 b) Set up the document circulating flow, ensure the circulating documents safe and traceable, take back the file in time and in plete, control the document photocopy strictly。 e) Connect with the relevant government departments or authorities, acpany the office to inspect the HSE of the Project, and follow up the instructions made by relevant governmental departments。 d) Execute the site construction following the construction methods approved by the Contractor。 e) Review and rectify the results of contract management。 10) QA/QC Department Under the leadership of home office and project manager, the Quality Assurance and Control (QA/QC) Department will be responsible for: a) Supervising and controlling the project’s quality。 e) To keep in contact with local public security officers. 8) Material and Equipment Department a) To manage, preserve and distribute materials and machinery。 c) To be responsible for management for the construction site and temporary storage field。 Civil Works, Underground Piping amp。 Building Works Method Statement 7/66 4. CONTROL THE CONSTRUCTION SCHEDULE Management on Progress The management on progress shall be set forth and executed by means of classified levels as followings: (a) The progress schedule at level class one, as guideline of fronttoend schedule, is of the Owner/Contractor and his Engineer’s control for and directory to overall works and is of dead line to ple
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