This method statement covers all construction aspects for offshore piling work for trestle, Coal unloading jetty and Mooring. This method statement deals with the followings Method for storage and transportation of piles to the working area. Method for connection of pile segments on barges Method for setting out of piles Method for lifting and driving of piles. Method for drilling of piles
Comment Response Sheet (CRS) Project Title Van Phong BOT Thermal Power Plant Project Document Title METHOD STATEMENTS FOR OFFSHORE PILLING WORK OF ACCESS TRESTLE, CUJ AND MOORING DOLPHIN Document Type For Approval Document No VP1-0-L4-C-GEN-10023 Returned Status NA Prepared by CRS No VP1-0-L4-C-GEN-10023-B-CRS CRS Issued Date 08-Jun-2020 Engineer Construction Review Date Status O/C * Remarks No Section/ Page Owner’s Comment Response to Comment 16/4/2020 Design of Jetty & Trestle is not yet basically approved and Test pile is not done at this stage.This MS must be much revised after Design & Test pile 22/5/2020 16/4/2020 O Noted, DHI is expected submitted document in parallel time in order to combine with construction schedule 04/06/2020 C 22/5/2020 16/4/2020 O DHI has attached on MS Rev.B (Attachment #6) 04/06/2020 C L4 4/6/2020 Noted 16/4/2020 Attach the agreed oil spill response plan in further discussion The plan will be updated if it is failed during test pile commencement 4/6/2020 Closed Page of 14 Comment Response Sheet (CRS) 3 16/4/2020 (1) CVs and qualified certificate of key personnel be attached but not limited to machinery certificates 22/5/2020 16/4/2020 O (1) Please see construction organization is shown in Section 04/06/2020 O (2) DHI has revised on MS Rev B Section 7.1.2 16/4/2020 O - Yes, total blows of each pile driven will be mention on Record pile driving 04/06/2020 C (3) Any approved calculation for welding joint at site? (3) All SPP will be fabricated at the factory with full design length, splicing pile only in case after driven if pile head level is lower than design level Splicing pile is carried out follow WPS which is qualified by the 3rd party 16/4/2020 O 04/06/2020 O 4/6/2020 (3) Open- if having site welding, calculation to be attached 11/6/2020 4/6/2020 (1) Qualified personnel certificate to be shown since offshore piling work is critical (2) Pile marking: the marking range should be 10cm for last 05m of the pile head segment Total blows will be recorded? 11/6/2020 Personnel certificate for piling work don’t requirement, but experience person is importance so please see attachment for more information 4/6/2020 (2) Closed Welding joint at the site will be conducted as attachment and it is qualified by third party, a sample mock up shall be implement with test prior construction to ensure quality of welding joint is equal or higher than quality of SPP’s material (3) Noted Page of 14 Comment Response Sheet (CRS) 3 (4) Pile numbering to be shown for driving sequence with approved coordinates (4) Pile numbering is shown in drawing VP1-0L4-C-UZR-05523 4/6/2020 (4) Not address the concern 11/6/2020 Pile numbering and driving sequence are shown in attachment (based on axis of pile), piling report shall follow it (5) Indicate the standard installation tolerances to be applied (6) Add procedure to record the rebound via graphical re-bounce (see TSPHF requirement) (5) Installation tolerances to be applied is Specification Section 9.8.4.1 and TCVN10318:2014 - Steel pipe piles and stel pipe sheet piles for port harbour - Specification for construction and acceptance 4/6/2020 (5)(6) Closed (7) In typical section pls show the pile with the splicing location added in 4/6/2020 (7) refer to (3) 16/4/2020 Seabed elevation 16/4/2020 O 04/06/2020 O Noted 16/4/2020 O 04/06/2020 C (7) The splicing location is shown in Figure 8-7 16/4/2020 O 11/6/2020 04/06/2020 O (6) DHI Has revised and updated on MS Rev B (Section 8.2) Welding joint at the site will be conducted as attachment and it is qualified by third party, a sample mock up shall be implement with test prior construction to ensure quality of welding joint is equal or higher than quality of SPP’s material (7) Noted 22/5/2020 16/4/2020 O Yes, the bottom elevation is the sea bed 04/06/2020 C 4/6/2020 Noted Page of 14 Comment Response Sheet (CRS) 16/4/2020 This is Access Road? 22/5/2020 16/4/2020 O Yes, the technological trench is access road 04/06/2020 C 22/5/2020 16/4/2020 O The general plan is not changed and same with this drawing 04/06/2020 C 22/5/2020 16/4/2020 O Noted, The construction will be started when drawings are approved by owner and consultant 04/06/2020 C 22/5/2020 16/4/2020 O OCDI and JRA standard is included 04/06/2020 Closed O 22/5/2020 16/4/2020 O Noted, These will be revised after approval of design 04/06/2020 C 4/6/2020 Noted 10 16/4/2020 This drawing is very old Undated Plot Plan should be used 4/6/2020 Closed 11 16/4/2020 These drawings are not yet basically approved 4/6/2020 Closed 12 16/4/2020 Is OCDI and JRA standard included? 4/6/2020 OPEN Not add yet 13 16/4/2020 These shall be revised after approval of design 4/6/2020 Closed 09/6/2020 DHI has revised and updated on MS Rev C Section 1.1.2 Page of 14 Comment Response Sheet (CRS) 14 16/4/2020 Please detail any solutions to prevent steel piles rotation, movement due to the barge is inclined plane condition during shipping, loading and unloading activities (serious accident can be happened due to steel pile rotation) 22/5/2020 16/4/2020 O DHI has revised and updated on MS Rev B Section 7.1.2 04/06/2020 C 16/4/2020 Splicing piles should be executed at Factory from QC of welding On barge, there is sway and wind/rain 22/5/2020 16/4/2020 O All SPP will be fabricated at the factory with full design length, splicing pile only in case if the pile head level is lower than design level Splicing pile is carried out follow WPS which is qualified by the 3rd party 04/06/2020 C Anti-corrosion coating for splash zone is not stated, and this should be also fabricated at Factory Nippon Steel has very good Anti-corrosion coating system Anti-corrosion coating for splash zone is described on MS Rev B Section 7.1.1 22/5/2020 16/4/2020 O Noted, but splicing will not at Factory 04/06/2020 C 4/6/2020 Closed 15 Noted 4/6/2020 Closed 16 10 16/4/2020 When splicing pile at Factory, this is also needed 4/6/2020 Closed Page of 14 Comment Response Sheet (CRS) 17 10 16/4/2020 Please describe how to keep floating barge balance during loading or unloading the piles? 4/6/2020 OPEN Please reflect it in this document for site implementation and provide the clue for review 18 11 16/4/2020 What is falling prevention while welding on the round surface & rotating pile? 22/5/2020 16/4/2020 O The pile will be load from the center to both side of stock barge, unloading pile on floating barge will be same as sequence of loading 04/06/2020 O The crane for loading and unloading will be fix on the barge during operation Closed 9/6/2020 DHI has revised and updated on MS Rev B (Section 7.4) 22/5/2020 16/4/2020 O This picture is for refer only, all activity will be followed safety regulations 04/06/2020 C 22/5/2020 16/4/2020 O This accuracy 2cm guarantees for the pile position is acceptable, specification tolerance of project is 15cm (Part III-2 Exhibit B1 Tech Spec Section 9, item 9.8 Piling) 04/06/2020 C 22/5/2020 16/4/2020 O The condition to stop driving when the pile be achieved the design rebound 04/06/2020 C 4/6/2020 Closed 19 11 16/4/2020 This accuracy 2cm may be too large Can this accuracy be adjusted by Total Station method? 4/6/2020 Closed 20 16 16/4/2020 There is no requirement of anchoring depth to hard rock layer? 4/6/2020 Closed Page of 14 Comment Response Sheet (CRS) 21 17 16/4/2020 What is the fall prevention for these people? 4/6/2020 Closed 22 23 18 19 16/4/2020 What is countermeasure to prevent the barge inclined during loading and slot the steel pile to the hammer? 22/5/2020 16/4/2020 O This picture is for refer only, all activity will be followed safety regulations 04/06/2020 C 22/5/2020 16/4/2020 O According to Inspection certificate of Pilling Rig, the capacity of piling rig can reach 20m and lifting capacity is 60T According to Certificate of technical safety and environmental protection, The barge PX17 carry the pilling rig So loading and slot the steel pile which the pile weight under lifting capacity is safety 04/06/2020 O Closed 4/6/2020 OPEN It is recommended to provide the racks or welded stopper to prevent the rotation of the piles due to inclined barge condition 11/6/2020 16/4/2020 This shall be revised according to design and test pile result 22/5/2020 16/4/2020 O DHI has revised and updated on MS Rev B section 8.1 04/06/2020 C 22/5/2020 16/4/2020 O Noted, These drawing will be revised after approval of design 04/06/2020 C Noted, The solution has been mention on section 7.1.2 ( MS Rev C) 4/6/2020 Closed 24 19 16/4/2020 These drawing should be revised after approval of design 4/6/2020 Closed Page of 14 Comment Response Sheet (CRS) 25 20 16/4/2020 After driving pile at least 3m where is drilled, continue to drive pile into 10~20cm more as possible 22/5/2020 16/4/2020 O DHI has revised on MS for driving pile Rev B (drilling method will not apply for piling work) 04/06/2020 C 22/5/2020 16/4/2020 O DHI has revised and updated on MS rev B which doesn’t use drilling machine 04/06/2020 C 22/5/2020 16/4/2020 O DHI has revised and updated on MS rev B which doesn’t use drilling machine 04/06/2020 C 4/6/2020 Closed 26 21 16/4/2020 How to know that the drilling machine is stable and safe to operation on the barge? Are there any confirmation from authority? What to with the soil generated? 4/6/2020 Closed 27 21 16/4/2020 Please show the toe of Drill, especially Drill Bit 4/6/2020 Closed Page of 14 Comment Response Sheet (CRS) 28 21 16/4/2020 Please detail bracing installation what is the hazard in this task? what is the risk? What is the method for this task? how to make sure people involved in this task are safe, how to prevent people falling down into the hole of steel pile? 4/6/2020 OPEN There is nothing revised at the section Please detail how to fix the plywood covering the open holes with the piles to prevent plywood fly away and please reflect it in this document for site implementation 29 23 16/4/2020 Describe how to keep the pile head stable/not hitch right after cut-off? How to prevent people falling down into the hole of steel pile? 4/6/2020 Please detail how to fix the plywood covering the open holes with the piles to prevent plywood fly away and please reflect it in this document for site implementation 22/5/2020 16/4/2020 O DHI has revised and updated on MS Rev B (section 9) 04/06/2020 O All head pile will be cover by plywood plate to prevent people falling down into the hole of steel pile And others active will be followed safety regulation Closed 11/6/2020 DHI has revised and updated on MS Rev B (section 9) The plywood covering is fix to pile head by plywood panels which is fixed under the plywood covering and inside the pile 22/5/2020 16/4/2020 O DHI has revised on MS Rev B section 9.3 All head pile will be cover by plywood plate to prevent people falling down into the hole of steel pile 04/06/2020 O Closed 11/6/2020 The plywood covering is fix to pile head by plywood panels which is fixed under the plywood covering and inside the pile Page of 14 Comment Response Sheet (CRS) 30 25 16/4/2020 This tolerance is practically difficult, and the counter measure should be considered when over the tolerance 22/5/2020 16/4/2020 O DHI has revised and updated on MS Reb B Section 11.4.2, countermeasure will be considered and updated later 04/06/2020 C 22/5/2020 16/4/2020 O Please refer to document “VP1-EPC-L4-H-GEN00006” and check in attachment for refer 04/06/2020 C 22/5/2020 16/4/2020 O Please refer to document “VP1-0-EPC-H-GEN00001” 04/06/2020 C 22/5/2020 16/4/2020 O DHI has revised and updated the new version on MS Rev B(attachment 1) 04/06/2020 C 22/5/2020 16/4/2020 O DHI’s EHS will be inspected all equipment and make sure it is safety when its operate, in this case drilling machine will not use on MS Rev B 04/06/2020 C 4/6/2020 Closed 31 28 16/4/2020 Please lease link/reference to the approved "Work over or close water procedure" 4/6/2020 Closed 32 28 16/4/2020 Please link/reference to the approved "EPRP of EPC contractor" 4/6/2020 Closed 33 30 16/4/2020 This also should be revised after approval of design 4/6/2020 Closed 34 30 Drawing 16/4/2020 are there any confirmation from authority or third party that the drilling machine is safe/ stable for operation on the barge? 4/6/2020 Closed Page 10 of 14 Van Phong BOT Power Plant When transferring material or equipment from one vessel to another, or to a fixed structure Riding in a boat or when outside the cabin or wheelhouse of any other type boat Working on the deck of any barge On pontoon lines, rafts or any other piece of floating equipment While engaged in any work over the side of any vessels Ring buoys with at least 30 meters of line shall be provided and readily available for emergency rescue operations Distance between ring buoys shall not exceed 60 meters At a minimum, rescue boats shall be manned by at least two persons A suitable boat shall be readily accessible at all times It shall be equipped with at least one boat hook and one ring buoy with 15 meters of 10 mm polyester rope Catwalks or platforms shall be at least 45cm wide with guardrail and mid-rail provided at all locations where men are regularly employed over bodies of water more than m deep Planks for such use shall be rough sawn timber without splits, cracks or shakes o o o 14.0 Rescue and Emergency Procedures Emergency rescue drill should be conducted regularly to identify the issues which are to be improved In the event of an emergency, there should be persons on site or at work who are adequately trained and competent to follow the procedures set out below: o Periodic check of number of persons at work o A set routine for raising the alarm (audible) o A set drill to provide rescue facilities o A set routine for directing emergency services and for getting injured persons to hospital 15.0 Material Disposal No trash, oil or other liquids is to be dumped in the water Notify the ranking supervisor and HSE Manager of any spillage All water-craft engines/fuel systems shall be inspected and maintained to ensure no leaks of fuel or other hydrocarbons contaminate the waterways Barges shall maintain basic spill control equipment on board in order to facilitate clean-up of any spills or leaks 16.0 Journey Management All personnel being transported over water shall undertake an induction (Work Over Water Safety Awareness Training) on the safety requirement of the craft and they shall sign the personnel on board manifest A manifest of all personnel on board the craft shall be prepared for each trip All personnel will be checked off the personnel on board manifest on debarkation 17.0 Work Over Water 17.1 Safety Checklist Are all work places adequately protected to prevent falls of persons? Are all work platforms secured to prevent displacement? Are all warning notices in place? Is all rescue equipment provided to the correct standard? All rescue equipment should be checked periodically and records should be maintained Are persons trained in the use of rescue equipment? DHI-HSE-HSEM-028 Rev of Van Phong BOT Power Plant Is there a clear passageway for persons and materials? 17.2 Rescue and Working Boats Are all working boats seaworthy and in satisfactory condition? If applicable have boats been surveyed and has certificate been issued? Are notices displayed on boats specifying numbers to be carried? Are boats provided with relevant and adequate rescue and emergency equipment? If applicable are boats manned by experienced skipper and crew? 17.3 Personal Protective Equipment Have all persons received correct inoculations? Are welfare and hygiene facilities satisfactory? Are correct life jackets provided / worn? If applicable has other personal protective equipment been provided / worn? Are first aid facilities available and adequate? 17.4 Rescue and Emergency Procedures Are persons trained in emergency procedures? Are emergency procedures satisfactory? DHI-HSE-HSEM-028 Rev 10 of ATTACHMENT – CURRICULUM VITAE Position: Site Manager Full name: Trinh Ngoc Khoa Age: 41 Degree: Site Manager University of Vietnam Maritime Faculty of Coastal & Offshore Engineering Address: No 157 Chua Lang street, Dong Da district, Hanoi Hand phone: 0903 468 016 Below is the work experience presented in reverse-chronological order: Period Company / Similar projects Position 2018 – Present Pacific Corporation / Vinh Tan International Port 2015 – 2017 Construction Technology Joint Stock Company (OEC-JSC) / Thai Binh Thermal Project Project Manager 2012 – 2014 Vietnam Waterway Construction Corporation (VINAWACO) / Lacj Huyen port Project Chief of Engineer 2011 – 2012 Construction Technology Joint Stock Company (OEC-JSC) / Nghi Son Thermal Project Vietnam Waterway Construction Corporation (VINAWACO) / Hai Phong port Project Vietnam Waterway Construction Corporation (VINAWACO) / Tan Cang Sai Gon Project 2008 – 2011 2006 – 2008 Site Manager Site Manager Deputy site commander Chief of Site Engineer 2004 – 2006 VINALINES / Foreign Economic Department 2001 – 2003 Construction No 86 Co., Ltd / Cai Lan extension Site Engineer port Project Project Executive Trinh Ngoc Khoa Position: Deputy Site Manager HA TIEN DUNG Date of Birth Jan 19, 1982 Address Hai An District, Hai Phong Province, Viet Nam Mobile Phone 0915.548.056 Email hatiendung82@gmail.com I WORK EXPERIENCES (12 years in Marine Construction and General Construction) Jan 2020 to untill now Project Company Position Major Duties December 2018 to Jan 2020 Project Company Position Major Duties Van Phong Phase BOT Thermal Power Plant PACIFIC CORPORATION Deputy site manager Incharge of coal unloading jetty Petrochemical Complex In South of Vietnam, Long Son Commune, Vung Tau City, Ba Ria - Vung Tau Province POSCO E&C Senior Engineer (key person) Make plan, schedule Weekly and monthly meeting with sub-constructor Monitor plan and the progress of sub-constructor Report schedule to site manager May 2015 to Jan 2018 Project Lach Huyen Infrastructure Construction Project Pack 10 (Break water 3,4 km and Sand protection dyke 7,6 km) Company Toa Corporation (Japan) Position Site Engineer (key person) Major Duties Make plan, schedule Weekly and monthly meeting with sub-constructor Monitor plan and the progress of sub-constructor Report schedule to site manager Works on site Soid investigation Temporary office Temporary road, yard for fabrications concrete blocks PHC and steel pile for jetty transportation rock material and concrete blocks Dredging and Sand replacement Placing and leveling rock Installation concrete block May 2014 to May 2015 Project Nghi Son Refinery and Petrochemical Complex Project ( Package Jetty) Company Mechanical and Construction Limited Company ( Viet Nam) PTSC Position Major Duties Supervisor Make inspection sheet and works on site; Make daily report Works on site Fabrication formworks and rebar for beam Casting concrete Jul 2013 to Apr 2014 Project Company Position Major Duties Mong Duong Thermal Power Plant project (Center Controller buiding, Turbine foundation) Bach Dang construction corporation (Viet Nam) Site engineer Make inspection sheet Make working drawing; Make Method Statement; Conduct and take charge of all activities and works on site; Make daily report Works on site Fabrication formworks, rebar and casting concrete for foundation of machines, turbine October 2008 to Jun 2013 Project Company Major Duties Hai Phong port system Project Hai phong port segment 4-7 Green Port Dinh Vu port Nam Hai Dinh Vu port Hai An port Dinh Vu Petrol Commercial services Port Viet Nam water engineering construction and investment joint stock company (Viet Nam) Position Site Engineer & Planning Engineer Make inspection sheet June 2006 to July 2008 Project Company Position Major Duties Dung Quat oil refinery Project – Package 5A ( Break water) Marina shipping line – Ha Noi (Viet Nam) Site Engineer Make inspection sheet; Make working drawing; Make Method Statement and Schedule Conduct and take charge of all activities and works on site; Make daily report Works on site Placing, leveling rock and install concrete blocks II EDUCATION Viet Nam Maritime University Major: Engineering department and Waterway of construction III OTHER TRAININGS HA TIEN DUNG Position: EHS Manager I INTRODUCE Full name NGUYEN GIA THANH DOB 25 Feb 1980 MOB no 0977 687 347 Gender male Email giathanhndvn@gmail.com Marry status married Address Dai An-Vu Ban-Nam Dinh- Viet Nam II EDUCATION From 1998 to 2002 studied at Agro-foresttry University Ho chi Minh From 2002 to 2004 studied English at Ha noi University Foreign English Distance Education Centre III PRESENTLY INVOLED: Employer TTC and TTC Project name Solar power plant project Position Period HSSE Supervisor 02 July 2018 To 30 July 2019 IV.EXPERIENCE Employer Project name VPCL Van Phong phase BOT Thermal Power Plane EHS Manager Position Period of job -Employer May until now NSRP T FT (IPMT) Project name NSRP Project HSSE Supervisor 02 Jan 2018 To Mar 2018 Position Period of job 3- Employer JGCS Consortium Project name NSRP Project HSSE Supervisor Pre –Commisning 01 Oct 2016 TO 28 Feb 2017 Position Period of job 4- Employer ; SK E&C Company Project name NSRP-Nghi Son Refinery and Petrol chemical Complex project Position HSSE Supervisor Sept 2014 to sept 2015 Period of job - Employer; Project name project Viet Nam Kumyl Plant Services Construction Co.Ltd in Viet Nam NSRP-Nghi Son Refinery and Petrol chemical Complex Safety Manager Period of job Sep 2015 to Sep 2016 - Employer; Kharafi national in Abu Dhabi of UAE Project name Gasco IDG Habshan Process Plant Position Safety office Period of job 29 Sep 2011 to 28 Sep 2013 Position 7- Employer; Project name Client Position Period of job - Employer; Position Period of job Depa construction company LTD in Dubai Buji Khalifa project Samsung construction company HSSE Supervisor 20 Aug 2007 to 19 Aug 2009 Adyard Abu Dhabi Enginering company HSSE Supervisor Aug 2004 to 10 Aug 2007 Total working Experience 10 years V SKILL SET: Cool temperament, politeness & helping nature Managing all construction activities including coordination with clients, consultants and architects for providing Safety inputs & coordinating with the site management activities Identifying & developing alternate safety sources for achieving healthy working equipment, accessories and materials so as to minimize project near miss/accident cost Overseeing the Safety issues for the entire project; reviewing the Daily/Weekly/Monthly Reports and monitoring site progress associated with HSE activities VI Working closely with the Construction Management Team on implementation of Project safe system of work to enhance the management of personnel health and safety & monitor HSE performance Good working knowledge in OIL & GAS / REFINERIES / PETROCHEMICAL PLANTS Good working knowledge of CONSTRUCTIONS FIELD (Civil & Mechanical) An energetic motivated and highly dynamic HSE officer with excellent crisis and risk management attitude Good communication skill with employees Communicate safety performance to the site manager An innovative, competent and result oriented professional with excellent analytical and trouble shooting skills and proven ability to respond and act quickly Effectively ever under the most extreme circumstances Prepare HSE Plan Prepare Job Hazard Analysis (JHA) and Risk Assessment (RA) Maintain discipline at working environment Good Co-ordination with Clients and employees Organize Daily Tool Box Talk and site observation round Safety induction on sites for newly recruited personnel Promoting and increasing safety awareness Conducting safety incentive awards Conducted Safety training like PPE, Materials handling, Confined space Daily inspection of hazardous gases in the plant Attended plant safety committee meetings Eliminate hazards .RESPONSIBILITIES: Responsible for maintaining all type of construction work with safety Directing, leading and motivating workforce; imparting continuous on job training for accomplishing greater operational effectiveness/ efficiency Working on succession planning of the workforce, shift management activities, appraising the member’s performance & providing feedback Take preventive action against unsafe activity quickly Cooperative attitude with other employees Initiate disciplinary action against the unsafe working people and violators of safety rules and procedures VII To deploy the list of extinguishers and to ensure they are placed at correct locations according to class of fire hazard Updating of all documents, Monthly Safety report, training and inspection report and all Safety related data Taking care the safety of men and machinery as per the client safety procedure and specifications To carry out emergency and fire drill regularly to familiarize the work force about the situation and to avoid the panic condition in real time Providing support to site Engineer and employees Responsible for labour handling with safety Maintaining records of all executed works on day to day basis Ensuring barricading and safety sign boards Safety slogans are to be displayed Inculcate a feeling among the workmen and induce awareness for the safety to use helmets, safety shoes, hand gloves, eye wear, ear plugs etc Participate in the Hazard identification and its elimination program Instill a culture that no job is so urgent that it cannot be done safely Familiar with hazard identification, risk analysis, risk assessment and job safety analysis Corrective action on unsafe acts/conditions and reporting Co-ordinate with client HSE representatives during inspection and approvals Ensure the implementation of safe operating procedure by operatives Conducting trainings as per requirements and maintaining record Investigate all Incidents/ Accidents and maintain record Daily safety inspection/check on the work site Issue of safety alerts about Incidents Daily/week/monthly safety audit to identify the hazards, assess the situation & prevent the accident/incident Audit of PPE, First Aid & health program Daily work permits & other safety requirements Colours coding of lifting gears Inspection of Fire appliances, electrical equipment, traffic & vehicle safety Housekeeping & other environmental safety Safe use of compressed gas cylinders Safety posters, board, publications and Safe working methods on the heights To ensure all the jobs are going in accordance with company policy Monitoring of site safety works & environment to witness that systemic safety of all working employees, Equipment and notify the variances to the concerned people on site & on time .TECHNICAL QUALIFICATION: Attend training OSHAS on 30 Day Guff Training Couse centre in Abu Dhabi UAE STARRT Mastership Championship Sur Finalist IIF champion certificate C 27 G2, ,PTW ,WAH ,START LEAD ,CSE,AGT ,FA,WOW,PCA,LOTO ,ELECTRIC SAFE,HARMAT and SPILL IIX DECLARATION:- I hereby declared that the above stated informations are correct to the best of my knowledge belief I assume you that if you select me for your organization, I will my satisfaction to you with dedication & hardworking Nguyen Gia Thanh Position: QC Manager Proposed position: Port and Waterway Eng Name: DANG TRUNG KIEN Profession: Date of birth: Nationality: Port and Waterway Engineer 31/03/1983 Vietnam Civil status: Married Mobile: 0989331363 Email: kiendt.nuce@gmail.com Address: No 1609, CT7F building, Duong Noi town, Ha Dong dist., Ha Noi Years of working in the company: 13 year Detailed description of the proposed responsibility: Preparation of drawings construction methods and procedures for completion, inspection construction works at site, attend site to check damages, making reports and acceptance sub-contractor's finishing, quantity surveyor, quanlity control Competence: Position: Port and Waterway Engineer Job Description: Preparing of F/S report and detail design for Port and Yard Project, Calculate Structure, quantity surveyor, quanlity control, site supervision and inspection construction works at the site for investor Education background: Institution Date Degree : University of Civil Engineering : 09/2002-02/2007 : Port and Waterway Engineer Others Degree : - Master of hydraulic construction engineering by National university of civil engineering on September 2014 - Certificate for Improvement Supervision of Transport Construction issued by University of Civil Engineering on December, 2007; - Practical certificate for Improvement Supervision of Transport Construction issued by Ha Noi office building on March, 2015 - Site commanders training Certification issued by Ha Noi Institute of Cadre Training and improment on September, 2013 Pesonal Skills: - Mastering the specialized software such as Autocad, Staad Pro, Bentley, Slope-w, SAP, Ms Project, Microsoft office - Check the detailed design drawings - Thinking of structural design and supervision construction - Handle the technical problem in the construction process - Friendly, funny, able to work independently and groups, to work under high pressure and organize the work Countries of Work Experience: Vietnam, Indonesia Language Speaking Reading Writing Vietnamese Native Native Native English Good Good Good Working experience: Van Phong Phase BOT Thermal Power Plant Project Period : Dec 2019 – to date Location : Van Phong – Khanh Hoa Province, Vietnam Firm : Pacific corporation Activity : Construction Contractor Client : Van Phong power company limited Main project features: The object of project is construction the shore protection and coal unloading jetty is up to 105,000DWT Main facilities of the project is included: - Shore protection: 2,630m with, Core Rock 1~300kg/pcs, Under layer stone 200-600 kg/pcs, Precast Rakuna 4T - 8T, stone block 3T, and Coping concrete - Temporary unloading ramp: Soil excavation, Precast concrete block (1.5x1.5X4) 20T-40T/pcs and Rubble back fill 15~100kg/pcs Position : QC manager Activity performed : - Responsible for execution prepare and demonstrate to the PM, CM and SM the procedures and requirements specified in the Project Quality Plan - Responsible in creating an audit and inspection schedules if the quality systems are actually applicable with respect to the construction in order to verify activity requirements Lach Huyen Port Infrastructure Construction Project (Port) I Period : Sep 2014 – April 2019 Location : Cat Hai – Hai Phong Province, Vietnam Firm : Nippon Koei Co., Ltd Activity : Construction Consultant Client : Maritime Project Management Unit (MPMU) Main project features: The object of project is construction the new port for container ship is up to 100,000DWT Main facilities of the project is included for PK10: - Outer Revetment: 2,400m with Dredging soil 2,000,000m3, Sand replacement 1,200,000m3, Gravel Mat t=50cm 1~30kg/pcs, Rubble 1~30kg/pcs, Under layer stone 300 kg/pcs, Armour stone 700 kg/pcs, Armour precast concrete blocks 3,2~5t/Nr, and Coping concrete - Sand protection dyke: 7,600m with, Gravel Mat t=50cm 1~30kg/pcs, Rubble 1~30kg/pcs, Armor precast concrete block (2.5x3x0.8m), Cellular precast concrete block (5x2x2.5m) 15~25t/pcs, Tetrapod 16t, and light beacon nos Main facilities of the project is included for PK6: - Land Reclamation: Container terminal 750x800m about 60ha, Public area 250x800m about 20ha - Sub Soil Improvement: CDM 3,5ha included 8299 piles, MO soil volume of improvement (Khối lượng đất xử lý) 650,000m3 56.5ha by PVD Drain & Horizontal Strip Drain, Sand mat 500,000m3 and Preload 1,450,000m3 - Retaining Wall: Retaining wall behind Container jetty included Steel pipe pile wall D800 (SKY400) 776 nos Anchor block(tường neo) and tie wire 387 nos(cáp neo) Retaining wall of Barge jetty included Steel pipe pile wall D800 (SKY400) 184 nos Anchor block(tường neo) and tie wire 92 nos - Outer Revetment: 750m with Dredging soil 5600m3, Non-Woven-Geotextile t>=4.2mm 15800m2, Gravel Mat t=50cm 1~30kg/pcs, Rubble 1~30kg/pcs, Under layer stone 200 kg/ pcs, Concrete Pavement t=0.2m and Coping Concrete - Inner Revetment: 710m with Amour stone 13378000m3, Under layer stone 200 kg/ pcs 4284000m3, filter course 4875000m3, Non-Woven-Geotextile t>=4.2mm 13200m2, Concrete Pavement t=0.2m and Coping Concrete 645000m2 - Service Boat Berth: 350m length, 17m width with Steel sheet pile wall type -IVW (SY295), L=16m and PHC Pile f600x90 (Class B) Relieving platform and Coping Position : Port Engineer Activity performed : - Responsible for acceptance of execusion drawings, construction methods, check and assessment of subcontractors - Supervise on site (production work, reinforce of cellular precast concrete block, production and drving of reinforced concrete piles, concrete work, riprap, leveling, dredging etc.) Northern Delta Transport Development Project (WB6) Period : December 2012 – April 2014 Location : Ha Noi Province, Vietnam Firm : Compagnie National du Rhône and Tractebel Engineering (France) Activity : Construction Consultant Phase I Client : Project Management Unit of Northern Inland Waterways (PMU-NIW) Main project features: Multimodal Transport Corridor Investments: Improvements of Two National Waterway Corridors Phase I - East-West Northern Corridor between Viet Tri and Quang Ninh Main Facilities of the project included: - Tam Xa bank protection: 1100m bank protection with prestressed RC sheet piles SW-500B, L = 15m, concrete pile head, concrete block, steel gabion, anti-scouring rip-rap and dredging - Nhat Tan bank protection: 3000m bank protection with prestressed RC sheet piles SW- 500B, L = 15m, concrete pile head, concrete block, steel gabion, anti-scouring rip-rap and dredging - Nhat Tan repelling groin : 320m with RC piles 40x40cm, concrete beam, concrete slab, steel gabion and antiscouring rip-rap Position : Site Engineer Activity performed : - Supervise on site (production work, reinforce concrete piling construction, production and drving of reinforced concrete piles, concrete work, riprap, leveling, dredging etc.) in Nhat Tan and Tam Xa sites Responsible for acceptance of execusion drawings, construction methods, check and assessment of subcontractors under phase I of Northern Delta Transportation Development Project Northern Delta Transport Development Project (WB6) Period Location Firm Activity : November 2011 – November 2012 : Ha Noi Province, Vietnam : Compagnie National du Rhône and Tractebel Engineering (France) : Technical Design, Detailed Design Phase II Client : Project Management Unit of Northern Inland Waterways (PMU-NIW) Main project features: The Northern Delta comprises three main corridors: Corridor 1: Viet Tri – Hanoi - Pha Lai – Hai Phong – Quang Ninh Corridor 2: Quang Ninh – Hai Phong – Ninh Binh Corridor 3: Hanoi – Lach Giang Estuary The aim of the study consists of furnishing detailed engineering design services to attend the bottlenecks for navigation; which consist of bridges with narrow span, narrow and shallow sections, sharp curvature, bank erosion and sedimentation - Item Viet Tri Port included: Nos Quay 20m length, 16m width with pile Dia 400mm Covered storage area 16.000 m2 Inner road S=24.135m2 Warehouse Nos 102m length, 60m width and drainage network - Item Ninh Phuc Port included: Quay 40m length, 15m width with pile Dia 600mm Warehouse 144,5m length, 30m width Open yard s=10.300m2, enclosed conveyer belt and drainage network - Item Ship lock included: ship lock 3000 DWT with retaining wall and channel - Item Lach Giang estuary included: Outer channel is 3050m long Breakwater in the North coast is 705m long Breakwater in the South coast is 470m long North Groyne (at South coast) is 560m long South Groyne (at South coast) is 365m long Sea dyke in North coast is 450m long Sea dyke in South coast is 450m long Bank protection for North coast.Bank protection for South coast Position : Structures Engineer Activity performed : - Leader of design team of Port and Waterway items: Design Viet tri Port, Ninh Phuc Port, warehouse systems, storage area, bank improvement and reinforcement, dredging, ferry Besides, I also participated in team to design 3000DWT ship lock and breakwater system of Lach Giang - Ninh Co River estuaries Cai Mep Thi Vai International Port Construction Project Period : October 2008 – October 2011 Location – Vung Tau Province, Vietnam Firm : Nippon Koei Co., Ltd Activity Client : Ba Ria : Construction Consultant : Project Management Unit No.85 under Ministry of Transport, Vietnam Main project features: The object of project is construction the new port for container ship is up to 120,000DWT Main facilities of the project is included: - Container Wharf: 600m length, 55m width with steel pile Dia 1100mm & 800mm and pretention spun pile group - Approach Trestle: 140m length, 20m & 40m width with supper structure PC Beam on Steel pile Dia 800mm and PC Pile Dia 1000mm pile group - Ground Improvement: 600mx660m about 39.6ha by PVD Drain & Horizontal Strip Drain - Pavement: Yard about 38 in area - Building Facility: Operation Building, Amenity Block, CFS, Maintenance Shop, Container gate, Sub-Station, Pump House, Fuel Station, Security offices… - Utility Works: power & water supply, Drainage system, Sewerage system Position : Inspector Activity performed : - Direct command of the instructions and supervision of construction items (site clearance, soil improvement work, reclarmation work, PVD work, surcharge work, piling work, building work…etc) at Port the construction site Cai Mep - Thi Vai, calculations of structure and stability, preparing drawings construction methods and procedures for completion, quality surveyor for Cai Mep - Thi Vai International Container Terminal PV OIL at Isle TAO Project Period : August 2008 – September 2008 Location : Ba Ria – Vung Tau Province, Vietnam Firm : VIPO Investment Consultant and Trading Joint Stock Company Activity : Technical Design, Detailed Design Client : PV OIL, Vietnam Main project features: The object of project is construction the new berth for petroleum import-export by waterway which the ship size is up to 10,000DWT at Dinh River - Vung Tau city Main facilities of the project is included: - Breasting and mooring dolphin: 7,5x6,0x2,5m with Pre-tension spun pile group D600-380 Executive desk: 15x10m with Pretension spun pile group D500-300 - Walkway: L=20,5m - Steel structure - Dredging works of channel and basin - Facilities of berth: Rubber fender, bollard, steel ladde Position : Civil Engineer Activity performed : - Responsible for preparing detail design drawing of civil works such as: Landing jetty, mooring dolphin for PV OIL at Isle TAO Construction Project Construction Supervision for Fisheries Port Construction Project, Indonesia, under JICA Grant Aids Period : June 2008 – July 2008 Location East Flores - Indonesia Firm : Nippon Koei Co., Ltd Activity : Construction Consultant : Client : Ministry of Fisheries and Transport, Indonesia under JICA Grant Aids Main project features: Develop for sustainable promotion of coastal fisheries in the high priority target areas of East Flores, Indonesia Due to the different actual tidal level in compare with past tide records may caused by World Climate Change during the construction periods, the modification of detail design to adjust the crown level of jetty, trestle (access bridge) and causeway were required in accordance with the Client Main Facilities of the project included: - Landing jetty, landing wharf for small fishing boats, slipway, trestle (access bridge), retaining walls, storm water drainage system and pavement by inter-locking block Position : Civil Engineer/ Port Engineer Activity performed : - Responsible supervision construction for reinforced concrete retaining wall, pilling works on trestle (Access Bridge) and Jetty; review detail design drawing of civil works such as: Landing jetty, trestle (Access Bridge), causeway, retaining wall and slipway The Detailed Design for Van Phong International Transshipment Project Period : January 2008 – May 2008 Location : Khanh Hoa Province - Vietnam Firm : Nippon Koei Co., Ltd Activity : Technical Design, Detailed Design Client : Vietnam National Shipping Lines (VINALINES) Main project features: Detailed design for stage of new deep sea container port facility in central Vietnam Stage comprises berths for post-Panamax container vessels (6,000-9,000 TEU) The berth is on 50- 60 meter piles and has a total berth length of 690m and 18 meter water depth, and provided with container cranes The container terminal, designed for a capacity of 0.7-1 mill TEU, is based on mill m3 reclamation with soil improvement The terminal comprises infrastructure, power and water supply, administration building, container terminal offices, main- and container gate, container freight station, service buildings, sub station, water supply facilities, workshops and equipment parking Position : Civil Engineer/ Port Engineer Activity performed : Responsible for assistance for foreign engineers to analyze berth structure, prepare calculation sheet and prepare drawings for technical design and detail design for civil works on the Project 10 Project) The detailed Design for the Promotion of the Sustainable Coastal Fisheries (Fishery Port Contruction Period : June 2007 – December 2007 Location : East Flores - Indonesia Firm : Nippon Koei Co., Ltd Activity : Technical Design, Detailed Design Client : Ministry of Fisheries and Transport, Indonesia under JICA Grant Aids Main project features: Activity performed : Certification I, the undersigned, certify that to the statements in this CV are completely true with my best knowledge and belief, these data correctly describe me, my qualifications, and my experience DANG TRUNG KIEN