1. Trang chủ
  2. » Tất cả

5 construction method bien phap thi cong tieng en

89 2 0

Đang tải... (xem toàn văn)

Tài liệu hạn chế xem trước, để xem đầy đủ mời bạn chọn Tải xuống

THÔNG TIN TÀI LIỆU

Thông tin cơ bản

Định dạng
Số trang 89
Dung lượng 481 KB

Nội dung

Chöông I PHAÀN MÔÛ ÑAÀU Binh Duong Solid Waste Treatment Plant Page 3 of 5 Contents 2Chapter 1 PREAMBLE 2I Scope of the Project 2II Advantages and Disadvantages of the project 2Chapter 2 GENERAL REQUI[.]

Binh Duong Solid Waste Treatment Plant Page of 89 Contents Chapter - PREAMBLE .2 I Scope of the Project II Advantages and Disadvantages of the project Chapter - GENERAL REQUIREMENTS .2 I Standards and codes applicable during the construction II Site office III Laboratory .2 IV Temporary Works V Equipment to be furnished by the Contractor to the Engineer VI Construction logbook .2 VII Equipment, machines and manpower from the Contractor VII Equipment, machines and manpower from the Contractor VIII Construction Organization Design IX Supply and maintenance of materials, equipment X Works to be done in the nighttime XI Safety of traffic XII Protection of underground utilities and services XIII Safety for electric power wires and poles along the construction routes XIV Water drainage system to be provided in the working area XV Access roads to factories, plants and residents’ areas XVI The additional works or variations XVII Existing projects of the Employer XVIII Commencement Notice XIX Health control XX Joint meetings XXI Construction inspection and management from the upper levels XXII .Documentation on the quality and quantities of works: XXIII Inspection Document and Report to the Engineer: XXIV Checking and inspection: XXV Completion drawings (as-built drawings) Binh Duong Solid Waste Treatment Plant Page of 89 XXVI .Remedy work for defects during Liquidated damages Period XXVII .Treatment of breaches Chapter - SURVEYING WORK Chapter -CONSTRUCTION METHOD Chapter 5- CARE OF WATER Chapter - EARTHWORKS – REINSTATEMENT OF ROADS I Scope of work II Trench excavation for pipe laying and fitting III Soil improvement IV Material for bedding VI Reinstatement to the original status VII Remedial work to the damages Chapter7 - CONCRETE WORK - FORMWORK - REINFORCEMENT I General requirements II Requirements on the materials to be used for concrete III Requirements on the execution IV Quality Control Chapter - INSTALLATION OF PIPING, FITTING AND EQUIPMENT I General requirement II Receiving, storing pipes, materials and fittings III Installation Chapter - LABOUR SAFETY, FIRE PROTECTION AND FIGHTING, ENVIRONMENTAL HYGIENE, TRAFFIC SAFETY AND FLOODING PREVENTION METHODS A Labour safety B Environmental hygiene C Fire protection and fighting method D Site security E Plans of Environmental protection, Labour Safety, Safety in waterway and highway and flooding prevention Chapter 10 - QUALITY CONTROL METHOD I Introduction Binh Duong Solid Waste Treatment Plant Page of 89 II Bases for quality control of the project III Detailed quality control measures Chapter 11 - CONCLUSION Chapter - PREAMBLE I – Scope of the Project The scope of work to be undertaken by the contractor consists of the construction, manufacture, delivery, installation, testing and commissioning of a sewerage collection system and sewage treatment plant and the technical training for the operation and maintenance of the constructed Works The sewerage collection system consists of main trunk sewer pipelines having nominal diameters or indentified inside diameters of 400mm-1200mm, branch sewer pipelines having diameters of 200mm-315mm and tertiary (collection) sewer pipelines having diameters of 110mm-160mm, along with requisite manholes, inspection chambers, diversion chambers, junction boxes and cleanout appurtenances Ten (10) pumping stations will be required for lifting to the level of sewerage gravity pipelines or pumping to the sewerage pumping mains The sewage treatment plant shall have capacity of 17,650 cubic metres per day (ADWF) for this Phase works, expandable in the future to the ultimate Phase capacity of 70,600 cubic metres per day (ADWF) The contractor will be required to provide plant in accordance with the drawings and specifications, meeting design and performance criteria as specified in the bidding documents The Contract Scope of Works includes the following: a) Sewerage Collection System Construction Works, which include:  Main trunk sewer pipelines (DN400-DN1200) procurement and installation  Branch sewer pipelines (DN200-DN315) procurement and installation  Tertiary sewer pipelines (DN110-DN160) procurement and installation  Pre-cast reinforced concrete sewer manholes/ Inspection chambers (DN1000-DN1800) procurement and installation  Pre-cast reinforced concrete sewer junction boxes (DN300) / Diversion chamber (DN600) / Cleanouts (DN350) procurement and installation  Sewerage pumping stations installed in pre-cast manholes (DN1800-DN2000), incl power supply and control system  Sewerage pumping stations installed in cast-in-situ concrete structures, incl power supply and control system  Sewerage pumping mains (DN250-DN500)  Misc sewerage structures b) Sewage Treatment Plant Construction Works, which include:  Site preparation works including piling for structures;  Structural works for the sewage treatment plant;  Roads, drainage, final site leveling and landscaping;  Yard piping including main trunk inlet sewer, interprocess piping and final effluent piping;  STP site buildings and structures including, administration/laboratory building, service vehicle garage, workshop building, influent pumping station, inlet works, advanced sequencing batch reactor tanks (4), gravity thickener tanks (2) and thickened sludge pumping station, sludge dewatering building, UV disinfection building, blower building, power generation building, odor control system building, guardhouses and small miscellaneous structures c) Sewage Treatment Plant M&E (Plant) Installation Works which include:  Influent Pumping Station, including four (4) dry pit pumps and associated equipment;  Inlet Works, including fine screens, grit and grease removal, flow measurement and flow splitting equipment;  Advanced Sequencing Batch Reactor (ASBR) equipment;  Gravity thickeners and thickened sludge pumping equipment;  Centrifuge sludge dewatering, sludge pumping and chemical feed equipment;  UV disinfection equipment;  Aeration blower equipment;  Emergency power generation equipment;  Odor control system equipment;  Power supply and distribution;  SCADA control system II - Advantages and Disadvantages of the project Advantages - Working area has many small paths, therefore, the Contractor can arrange the construction of many sections at the same time So the Contractor can control the construction progress - Working in the nighttime, the Contractor can use the public lighting system Disadvantages - The execution of the project is carried out in the urban, so it is affected by the traffic Traffic safety is paid attention to during the construction - Working such as pipeline, pipelines area passes through many existing public utilities cabling, telephone cable, existing water supply drainage, and local residents’ domestic water along the route - Working site is spacious, therefore it is difficult to make arrangement and protect the yard, the workshop and properties on site - The execution of the project will influence the lives of the local residents and environmental hygiene during the project Chapter - GENERAL REQUIREMENTS I – Standards and codes applicable during the construction AISC S326 ANSI A14.3 ASTM A36 ASTM A48 ASTM A53 ASTM A108 ASTM A123 ASTM A496 ASTM A500 10 11 12 13 14 15 16 ] Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings (referred to herein as AISC specification) Ladders-Fixed-Safety Requirements Standard Specification for Structural Steel Standard Specification for Gray Iron Castings Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless Standard Specification for Steel Bars, Carbon, Cold-Finished, Standard Quality Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products Standard Specification for Steel Wire, Deformed, for Concrete Reinforcement Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes ASTM A525 Standard Specification for General Requirements for Steel Sheet, ZincCoated (Galvanized) by the Hot-Dip Process ASTM A536 Standard Specification for Ductile Iron Castings ASTM A563 Standard Specification for Carbon and Alloy Steel Nuts ASTM A582 Standard Specification for Free-Machining Stainless and HeatResisting Steel Bars, Hot-Rolled or ColdFinished ASTM A666 Standard Specification for Austenitic Stainless Steel, Sheet, Strip, Plate, and Flat Bar ASTM A668 Standard Specification for Steel Forgings, Carbon and Alloy, for General Industrial use ASTM A780 Standard Practice for Repair of Damaged Hot-Dipped Galvanized Coatings 17 18 19 20 21 22 23 24 25 ASTM A786 Standard Specification for Rolled Steel Floor Plate ASTM B26 Standard Specification for Aluminium-Alloy Sand Castings ASTM B36 Standard Specification for Brass Plate, Sheet, Strip, and Rolled Bar ASTM B221 Standard Specification for Aluminium and Aluminium-Alloy Extruded Bars, Rods, Wire, Shapes, and Tubes ASTM B308 Standard Specification for Aluminium-Alloy 6061-T6 Standard Structural Shapes ASTM B632 Standard Specification for Aluminium-Alloy Rolled Tread Plate ASTM F467 Standard Specification for Non-Ferrous Nuts for General use ASTM F468 Standard Specification for Non-Ferrous Bolts, Hex Cap Screws, and Studs for General Use ASTM F593 Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs Aluminium Association (AA): 30-86, Specifications for Aluminium Structures Standard Specifications for Highway Bridges Standards on Wires and Cables 26 BS 6004 IEC 227 PVC insulated cables (non-armoured) for Electrical Power ] 27 BS 6346 PVC Electrical Supply insulated cables for 28 BS 6749 29 BS 5467 IEC 502 Armoured Cables with XLPE and HEPR thermosetting Insulation, 600/1000V and 1900/3000V 30 BS 6622 IEC 502 Extruded cross-linked polyethylene Insulation, 3800/6000V up to 19000/30000V 31 BS 6500 IEC 227 Insulated Flexible Cords 32 BS 6207 IEC 245 Insulated Cables Part 33 BS 6360 Copper Conductors for Cables 34 BS 6234 Polythene PVC Insulation and Sheaths - Mineral Insulation and Sheath for Cables 35 BS 2897 Cables Aluminium Strip Armour for 36 BS 1442 Galvanized Mild Steel Wire for Armouring Cables 37 BS 5308 Instrumentation Cables 38 BS 4121 Mechanical Cable Glands 39 BS 4579 Performance of Mechanical and Compression Joints for Cables 40 BS 6081 41 BS 6121 Mechanical Cable Glands for Elastomer and Plastic Insulated Cables 42 ISO 11801 Principle Design Standard for Structured Cabling Systems Termination of MICC Cables Vietnamese Standards: 43 TCVN 5747-1993 Soil for construction Classification 44 TCVN 4314-1986 Mortar for construction – Technical requirements 45 TCVN 1770-1986 Sand for construction – Technical requirements 46 TCVN 1771-1986 Macadam for construction – Execution and inspection 47 TCVN 2682-1992 Portland Cement Technical requirements 48 TCVN 4560-87 Water for concrete and mortar – Technical requirements 49 TCVN 4085-1985 Bricks– Execution and Inpection 50 TCVN 4453-1985 Concrete structrure and erection– Execution and inspection 51 TCVN 4447-1987 Earthwork - Execution and inspection 52 20 TCN 211 – 93 Design of roads, streets and plaza and urbans 53 22TCN 211 – 93 Design procedure of Flexible pavement promulgated by Ministry of Transport 54 22TCN 11-77 Pavement with red gravel mixture 55 22TCN 252-98 Execution of macadam pavement ] 56 57 58 59 60 61 62 63 64 65 22TCN 249-98 Execution of hot mixed asphalt concrete pavement TCVN 4516-88 Finishing the construction plan– Execution and inspection 20TCN 71-77 Welding work to reinforcement steel and embeded items in RC structrures 20TCN 170-89 Steel structure– Fabrication, erection and inspection Technical requirements TCVN 5638-1991 Quality assessment of the construction and erection works– Basic principles Decision Ref 166/CÑG issued by Ministry of Transport regarding inspection of bridges and culverts Projects For dutctile iron pipes with the diameters equivalent to the standard ISO –2531.K9, test pressure of 50kg/cm2 Valves in accordance with ISO 9001 or equivalent, for valves with diameters less than DN 400, gate valves to be used comply with B.S 5163 22TCN –33.85 Design of external water supply pipepline made by Ministry of Construction Technical Regulations on Labour Safety in the construction work TCVN – 5308-91 in accordance with Decision 156/BXD/KHKT dated 31st December 1990 II Site office ] - All site activities and construction equipment and machines for the construction of the pipeline will be arranged on the permitted areas along the pipeline routto from the water treatment plant to the end of the project - The Contractor is responsible for safe preservation of facilities and structures such as roads, entrance gate, transmision lines, trenches, walls, box culverts, bridges, poles, supports, signs, fence, bench marks, statue and so in the areas adjacent to the project site - The Contractor himself will find the reasonable location to build his site office, storage yard and warehouse ... and thickened sludge pumping equipment;  Centrifuge sludge dewatering, sludge pumping and chemical feed equipment;  UV disinfection equipment;  Aeration blower equipment;  Emergency power generation... urbans 53 22TCN 211 – 93 Design procedure of Flexible pavement promulgated by Ministry of Transport 54 22TCN 11-77 Pavement with red gravel mixture 55 22TCN 252 -98 Execution of macadam pavement ] 56 ... project will influence the lives of the local residents and environmental hygiene during the project Chapter - GENERAL REQUIREMENTS I – Standards and codes applicable during the construction AISC

Ngày đăng: 08/03/2023, 21:28

w