Site Engineer Resume Example Nishimatsu Construction Company Ltd.

SITE ENGINEER

Summary

To be able to share and apply the experiences, skills and knowledge base that I gained in Performing my task 14 years of work experiences in Construction Infrastructure Projects. A challenge career as : Site Engineer / Tunnel Engineer / TBM Engineer/ Geotechnical Engineer / Grouting Engineer / Drilling Engineer / Resident Technical Officer for Tunnel.

Highlights

Thai, Laos, English Operating

Program : Microsoft office ( Excel, Word, Power point, etc. ) & Internet.

Accomplishments

Underground Construction Works Drill & Blast Method (Underground and Open Excavation)as Headrace Tunnel, High Pressure Tunnel, Vertical High Pressure Shaft Surface cleaning in tunnel @ High Pressure Tunnel Void Checking before and after shotcrete, Checked thickness of Shotcrete Controls install tunnel support such as rockbolts, dowels and drainhole.
Wire mesh installation @ Headrace Tunnel, Pressure Shaft, Pressure Tunnel
Controls Torque wrench test for rockbolts & dowels @ Headrace Tunnel + Pressure Shaft Controls
Pull out test of rockbolt & dowels @ Headrace Tunnel + Pressure Shaft Supervised & Monitoring
Supervised Sandblasting/Painting steel ling @ High Pressure Tunnel : Manifold Steel Lining installation (Steel Piping) @ High Pressure Tunnel
Log coring rock of tunnel after shotcrete.
Headrace Tunnel, Pressure Shaft Concrete Works It is a construction for Tunnel works, to supervise all site civil work such as re-bar, concrete work , finishing work, supporting the update drawing to the team and coordinate with project engineer in drawing details in accordance with the submitted Request for Inspection Pouring Concrete (RFI).
Pouring and corrected some defect which were found from field site.
To organized (start Shift) every team (re-bar, formwork, concrete), then preparing all equipment for concreting such as mobile crane, mobile concrete pump, station concrete pump, Book concrete volume to batching plant for support team works.
Test Core Sample ), Compressive Strength.
Headrace Tunnel , Pressure Shaft & High Pressure Tunnel Invert Slab in tunnel / Invert Cleaning @ Headrace, High Pressure Tunnel
Concrete Lining @ Headrace & High Pressure Tunnel by Transition Form.
Concrete Backfill Steel Lining @ High Pressure Tunnel.
Assembly Structure circular Formwork @ High Pressure Tunnel.
Rebar installation @ concrete lining @ High Pressure Tunnel
Transition Form and Concrete Lining @ High Pressure Tunnel
Prepare report of support such as summary rockbolt / dowels, summary drainhole and shotcrete Prepare Daily request, Blasting request ( Explosive )and Daily reports.
Sika Grouting.@ High Pressure Tunnel + Headrace Tunnel.
Water pressure test / Water Flow Rate @ High Pressure Tunnel, Headrace Tunnel, Vertical High Pressure Shaft
Concrete Slipform Lining Vertical Surge Shaft.
Dismantle Slip Form @ Vertical Surge Shaft
Dismantle Circular/ Transition Form @ High Pressure Tunnel
Controller Mixer truck for transport concrete @ Surge Shaft, Pressure Shaft, Headrace Tunnel & High Pressure Tunnel Materials controller.
Logistic & Transportation controller @ Surge Shaft
Achivement Positive attitude with goal, oriented approach, & Innovative mind with, Cordial nature.
Plan, supervise and control stock & material operations ensuring good planning and implementation to timely Teamwork and organizational skills Completed project much before the deadlines ( Finished Project.
.

Experience

Site Engineer02/2013 to 12/2015
Nishimatsu Construction Company Ltd.Ho Man Tin, Hong Kong

MTR-KTE C1001 Kwun Tong Line Extension(Yau Ma Tei to Whampoa Tunnels and Ho Man Tin Station.) Kwun Tong Line Extension (KTE-C1001) is a 2.6 km long extension of Kwun Tong Line and it runs from Yau Ma Tei to Whampoa with an intermediate station at Ho Man Tin, which will be an interchange station between the Kwun Tong Line Extension and the Shatin to Central Link. The KTE Contract No.1001 adopts drill and blast method for the construction of tunnel running underneath congestd areas between Yau Ma Tei and Whampoa. Cut and Cover method is used for the construction of Ho Man Tin Station.

Duties and Responsibility : Liase with Site Manager/Tunnel Manager/Site Personnel/Subcontractors to ensure delivery of project.
Lead organize, manage and supervise a team of workers on tunneling activity
Prepare method statements, safe work procedures, risk register, daily/weekly reports, tunnel progress reports, and other tunnel related documentation.
Maintain and monitor quality control and records.
Prepare and carry out presentation of tunnelling works prior to commencement of works.
Conduct daily site inspection and supervision of ground improvement
Supervise temporary and permanent structural tunnel work Coordinate the site activities in preparation of tunneling works.
Supervise tunneling works ensuring works is carried out effectively, to schedule and meet health and safety standards.
Resolve any daily problems, offer alternative solutions.
Monitors progress of works and client specifications are met.
Assist on all duties in order to meet deadlines.
Supervise and implement the daily tunnel work activities schedules given by the Construction Manager. From Mucking out of blasted rocks, Scaling of face, Mapping, Shotcrete, Installation of rock support as per mapping, Survey, Drilling & Blasting.
Monitor and record daily consumption of materials such as Shotcrete, Accelerator, Fibre, Denka Premix Mortar, Microfine Cement, Steel Arch Rib, Systematic Dowels, Spiles & volume of grouted materials used during AGF grouting during mixed ground excavation.
Organize Probing Works Rock Cover & Fore Head Check using Driss System as requested by joint NCC & MTR Geologist.
Prepare the daily meeting to update the current activities in the tunnel (Excavation Team) and discuss tomorrow's schedules of activity as well as the handover meeting to the Night Shift.
Prepare and Submit Daily Reports such as Site Diaries, Request for Inspection / Survey Check (RISC Form), CSF and Rock Support Installed to MTRC.
Lead and manage Foreman & Ganger, supporting development and capability involved in instructing contractors with respect to the quality of work being undertaken, in regards to the temporary support of tunnels & Shaft, with a particular focus on concrete lining of tunnel & Shaft Backfilling.
Supervise and control material/stock movement and transactions to ensure that all materials/stock movements and transactions are properly managed and documented according to the Company's policy & procedures.
Achivement : Patience and persistence, Analytical and conceptual thinking, Multi-tasking and stress-resistance
Teamwork and organizational skills Plan, supervise and control stock & material operations ensuring good planning and implementation to timely
Completed project on time in a safe and efficient manner..

Site Engineer05/2011 to 01/2013
Nishimatsu Construction Company Ltd.Kennedy Town, Hong Kong

MTR-WIL C704 Sai Ying Pun & Hong Kong University Station and SYP to KET Tunnels West Island Line is an extension of the existing MTR Island Line from Sheung Wan to Kennedy Town and the 3km aligment runs beneath the density populated area of West District. WIL-C704 is the largest project for the West Island Line Extension which comprises of two underground cavern station at Sai Ying Pun and Hong Kong University with associated 2km running tunnels and 3km construction & pedestrain adit constructed by drill and blast, 100m soft tunneling by ground freezing method, nine entrance shafts with dept up to 80m by mechanical means. The project also includes three link bridges connecting to Hong Kong University at Pok Fu Lam Road, demolition of existing footbridge, Grandstairs of HK University, Centre Street Market West Block, Whitty Street Toilet, David Trench Rehabilitation Centre and play area at David Lane for entrances construction after the completion of the Reprovisioning Works. To minimize the impact on traffic, the environment and public nnuisance, much of the excavated spoil produced from the tunneling works will be transported by a fully conveyor to a temporary barging point at the Western District Public Cargo Working Area from where it will be removed by sea.

Duties and Responsibility : Prepare method statements, safe work procedures, risk register, daily/weekly reports, tunnel progress reports, and other tunnel related documentation.
Maintain and monitor quality control and records.
Prepare and carry out presentation of tunnelling works prior to commencement of works.
Conduct daily site inspection and supervision of ground improvement Day to day management of the site, including supervising and monitoring the site labor force and the work of any subcontractor
Planning the work and efficiently organizing the plant and site facilities in order to meet agreed deadlines
Liaising with any consultants, subcontractors, supervisors, planners, quantity surveyors and the general workforce involved in the project
To assist the tunnel manager in site supervision works
Plan and prepare program and lead the site team Keep up to date reports of the site progress
Coordination and overall supervision of the team on site and advise on issues that may cause delays
Lead and manage Assistance engineers and Foreman, involved in instructing contractors with respect to the quality of work being undertaken, in regards to the rock bolts, shotcrete and concrete of tunnels & Shaft, with a particular focus on concrete lining & backfilling.
Plan and coordinate engineering activities to develop and apply standardized engineering criteria for tunnel construction works
Manage and ensure timely completion of site construction
Achivement : Completed project much before the deadlines
Resolve day-to-day problems on site & Responsible of all activities running smoothly for tunnel excavation & construction works
Plan & supervised and control stock & material operations ensuring good planning and implementation to timely.

Geotechnical Engineer 10/2008 to 04/2011
Theun Hinboun Power Company Ltd.Khummuane, Laos P.D.R

Hydroelectric Project.

Geotechnical Engineer / Tunnel Geologist / TBM & Site Inspector05/2005 to 10/2008
NG Power House Surface Excavation & Foundation

The Theun Hinboun Expansion Project is a hydroelectric project that requires a 5.5 km (3.4 mi) headrace tunnel bored by a Robbins Single Shield TBM - the first instance of TBM-driven tunneling in the country of Laos.
Located on the banks of the Nam Theun River, the project consists of a new station, dam, and headrace tunnel which will add electricity supplies to Laos and neighboring Thailand by 2012.
The USD $270 million project will address the power needs of the two countries by adding an additional 280 MW annual generating capacity.
The original plant, built by Recchi-CMC JV between 1995 and 1998, already produces 220 MW annually.
Power will be shared, with approximately 220 MW going to Thailand and 60 MW to the Laotian national power company, Electricite du Laos (EDL).
The project also promises to improve the supply of electricity in Laos by extending the 115 kV transmission grid to the project area and increasing power supply to the existing grid.
Duties and Responsibility : TH3 Site : TH3 Power House Surface Excavation & Foundation : (Cut & Cover Method) Geological Mapping & Observation & Supervised for slope stability & foundation.
Bored Piles Walls & Cable Anchor Installation.
Penstock Excavation : Diameter varies 5.0 m.
and 5.80 m.in trench, Long approx = 685.0 m.
Geological Mapping & Observation & Supervised for slope stability & foundation for Steel Lining installation.
TH3 Surge Tunnel Underground Excavation : (Drill & Blast Method) Width = 5.80 m., Tunnel Length approx = 948.50 m.
Geological Mapping and the evaluation of the Q-Value index and consequently the necessary typical support.
the rock parameters value i.e.
lithology of the rock, lithological boundaries, bedding planes, strength of rock material, rock quality designation (RQD), joint spacing, joint condition, joint orientation, groundwater.
Surved as tunnel inspector / site inspector.
TBM Dismantling Shaft Excavation : (Drill & Blast Method) Vertical with Circular Shape, Diameter = 11.40 m., Total Length approx = 32.0 m.
Geological Mapping and the evaluation of the Q-Value index & RMR index and consequently the necessary typical support.
the rock parameters value i.e.
lithology of the rock, lithological boundaries, bedding planes, strength of rock material, rock quality designation (RQD), joint spacing, joint condition, joint orientation, groundwater.
Made the compiling geological mapping of Shaft.
Surved as tunnel inspector / site inspector.
TBM Launch Tube Underground Excavation,Length approx.=80.0 m.
Drill & Blast Method) TH3 Headrace Tunnel : Excavated by means of Tunnelling Boring Machine techniques.
TBM Excavation , Circular transversal section shape, Diameters = 7.60 m., Long approx = 5225.0 m.
Single Shield TBM Design On December 22, 2008, CMC di Ravenna signed a contract with Robbins to provide a 7.6 m (15.1 ft) diameter Single Shield TBM.
The TBM was assembled at Robbins' Solon manufacturing facility in Ohio and shipped to the jobsite along the Nam Theun River.
CMC di Ravenna chose the Robbins Single Shield for its short shield length, based on the geology and the need for continuous tunnel lining.
The Robbins TBM was designed to accommodate moderate squeezing ground conditions.
Ground along the tunnel alignment consisted of alternating strata of sandstone, siltstone, and mudstone.
An articulating cutterhead with overcutters allowed the machine to excavate 100 mm (4 in) beyond the nominal tunnel diameter.
To support the ground and provide final lining, 280 mm (11 in) thick, pre-cast concrete segments were used in a 5+1 arrangement, making a finished tunnel diameter of 6.9 m (22.6 ft).
TBM Excavation During excavation, the Robbins Single Shield TBM averaged 19 m (62 ft) per day, with a peak advance rate of 37 m (121 ft) in one day.
Ground conditions consisted of fair to good rock for 95% of the tunnel length, with some sections of poorer rock quality.
Challenging conditions included an anticipated 15 m (50 ft) wide fault zone at about the 4,700 m (2.9 mi) mark with flowing water.
The crew was able to drill a borehole and use expanding foam to consolidate the ground, allowing boring to continue.
The machine broke through on schedule, on November 21, 2010.
Geological Mapping and the evaluation of the Q-Value index.
Which include the rock parameters value i.e.
lithology of the rock, lithological boundaries, bedding planes, strength of rock material, rock quality designation (RQD), joint spacing, joint condition, joint orientation, groundwater, segment installation.
Surved as Tunnel inspector / Site inspector / Tunnel Geologist Upstream Inlet Reach : (Drill & Blast Method), Length approx = 80.0 m.
Geological Mapping and the evaluation of the Q-Value index and consequently the necessary typical support.
which include the rock parameters value i.e.
lithology of the rock, lithological boundaries, bedding planes, strength of rock material, rock quality designation (RQD), joint spacing, joint condition, joint orientation, groundwater.
Made the compiling geological mapping Nam Gnouang Dam Site : NG Power HouseTunnels : Inlet and Outlet Portals Surface Excavation.
Geological Mapping & Observation & Supervised for Rock support installation.
Made the compiling geological mapping for access tunnel portal.
NG Shaft Surface Excavation.
Vertical Shaft (Drill & Blast Method) Evaluated by Q-Value for rock mass quality.
Geological Mapping & Observation & Supervised for Rock support installation.
Made the compiling geological mapping for the NG Shaft.
Inspection as of Method Statement (Drawings.) NG Dam Surface Excavation & Foundation : Evaluated by RMR-system for rock parameter in NG Dam Surface Excavation & Foundation i.e.
lithology of the rock, lithological boundaries, bedding planes, strength of rock material, rock quality designation (RQD), joint spacing, joint condition, joint orientation, groundwater and survey of the rock foundation.
Define the treatment of joint/fissure and slope foundation.
i.e.cracks, seams, faults and cavities before dental concrete of RCC dam foundation.
Geological Mapping & Observation & Supervised for slope stability & foundation.
Achivement Thorough knowledge of geotechnical theory Met national standard with less amount of time Streamlined team operations.
Finished Contract.
Hydroelectric Project.

Site SupervisorNishimatsu Construction Company Ltd. Khummuane, Laos P.D.R

The project consists of a 48 m high, 325 m long dam creating a 450 km2 artificial water reservoir with an average depth of 7 m (with an active water storage volume of 3,530 Mm3, and with a related catchment area of about 4,000 km2) and a hydroelectric power plant with an installed generating capacity of 1,070 MWe.
The plant is expected to generate approximately 5600 GWh of electricity per year under average hydrological conditions, which is enough to supply around 3 million households.
The reservoir is located in the mountainous centre of Laos, on the Nakai Plateau through which the Nam Theun River flows.
Keys responsibility in the excavation of 1.485 kilometer for Headrace Tunnel, 1.143 kilometer for High Pressure Tunnel, 1.201 kilometer for Drainage Tunnel, 0.446 kilometer for Access Tunnel to High Pressure Tunnel, Drill and Blast Horizontal Tunnel and the 10.0 diameter, 138.65 meters deep Vertical Surge Tank and the 8.0 diameter, 252.90 meter deep Vertical High Pressure Shaft.
Duties and Responsibility : Exploration : Downstream Tunnel ( Inlet + Outlet ) Road Works : Access road to Surge Shaft = 1.8 kilometers.

Geotechnical Engineer & Field Site Engineer12/2002 to 05/2005
International Blaster Co., Ltd.Loei, Thailand

Hydroelectric Project.
International Blaster Co.,Ltd.
Thai Mini Hydro Phase II - Nam Man Power Station.

Field Geotectnical Engineer Site Engineer, Concrete Supervisor, Formwork Supervisor,Steel Fixer Supervisor,Transportation Supervisor, Materials Coordinator05/1999 to 08/1999
International Blaster Co.,Ltd.Loei, Thailand

Controls drill tunnel, Blasting (Underground and Open Excavation) Surface cleaning in tunnel Geological Mapping and Evaluation of Q values Void Checking before and after shotcrete Controls install tunnel support such as rockbolts & dowels and drainhole.
Controls Torque wrench test rockbolts & dowels Controls Pull out test of rockbolt & dowels & Relaxation for rockbolts Sandblast for cleaning inside tunnel & Wire mesh installed and tack welding Thickness marker and drain hole & Witness point inspection Depth of drain hole / Shotcrete ( Dry mix ) Log coring rock of tunnel after shotcrete & Pouring Slab in tunnel Shift of Lab Shotcrete Core ( Test Core Sample ), Compressive Strength Prepare report of support such as summary rockbolt / dowels, summary drainhole and shotcrete Prepare Daily request, Blasting request and Daily reports.
Prepare report of Lab Shotcrete Core such as summary panel sample, 3 hr, 24 hr and 28 days or insitu Water pressure test.
Calibration Torque wrench Materials controller & Fuel controller.
Achievment Plan, organize, & maintain storage facilities & handling equipment to ensure that they are always in a good & safe working condition.
Implement physical stock check, periodic stock maintenance and scarp and write-off of obsolete items in accordance with the Company's policy & procedures.
Manage and control disposal of chemical waste and obsolete items in accordance with the Company's policy and SSHE standards.
Promote and maintain good relationship with supplier and related internal departments, etc.
in order to gain support, information to support the smooth running of stock & material operation activities.
Follow and encourages strict adherence to the Company's SSHE policy and regulations in all work under the responsibility.
Finished Project.
Co-operative Program at PTTEP1, Utong, Suphanburi Project Department of PTT Exploration and Production Public Company Limited.

Production Engineer12/1998
PTT Exploration & Production Co., LtdBang Kok, Thailand

Duties and Responsibility My responsibility was monitor and record about well hole, Oil & Gas pipeline, recorded water level and more helping to maintenance equipment.
Carry out routine check of the site operating conditions including checking out the equipment running conditions and sampling, operate opening and shutting various values manually.
Operate, monitor, start and stop pumps and rotaring equipment as instructed.
General duties around production sites such as loading oil tankers, check BSW repair of production equipment and cleaning of sites and equipment.
Advised with production operator in general.
Perform day-to-day site operation activities in accordance with established operational procedures and HSE standard in order to meet the production plan and required product quality.
Perform maintenance activities including preventive maintenance activities on site according to maintenance schedules in order to ensure efficient operation and minimize the down time.
Perform crude oil loading, off-loading for the transportation from the well site to the refinery.
Provide support for work over activities regarding RIH&POOH sucker rods and down hole pump.
Executes the operations and Health, Environment and Safety activities per established priorities such as: Product receipt, Tank gauging, Truck & barge Loading/ Unloading, Product sampling, transfer, Sampling, quality control checks.
Ensure the execution is compliance with corporate policy, standard and procedures.
Actively participates in Safety Meeting, Stand Down, Loss Prevention System Observation and Job Loss Analyses.
Actively participates in all scheduled trainings and utilize learned skills in the fulfillment of day to day activities.
Study various production operations to optimize field production Provide production operations inputs to field development plans To coordinate and closely communicate with shift in charge at the moment of plant upset or start up and shut down.
To communicate with inside and outside in any emergency case To give advice to DCS o/p in any of plant up set start-up and shut down.
To note down plant condition in Controller log book and to inform if any abnormal / deviation to stabilized the process.
To maintain all parameters like pressure, temp, vacuum, concentration, pH, redact etc as per sop.
To ensure smooth shutdown & smooth start-up during requirement.
To co - ordinate with lab & to adjust parameters as per the lab result to get maximum purity & production.
To instruct & to take corrective action with the help of DCS operators.
To ensure the ratting equipment are changed periodically with the help of failed operators & to ensure stand by equipment.
To co - ordinate with service dept.
supervisors / operators to release & to take trial of equipment during maintenance.
By proper work - order systems.
To participate in 5S, QC, KSS, TPM, ISO 9002 / 14001 e.t.a.
Achievment To ensure good house keeping in healthy condition.
To keep all relaxant records properly & to communicate all repose to all dept.
Monitor oil & gas field production operations and ensure safe and efficient performance To ensure smooth running of plant.
Finished programme.
PTT Exploration and Production Public Company Limited.
PTTEP 1), Utong, Suphanburi.
Field studies of Petroleum technology excursion.
Crude Oil & Gas ).

Student12/1998
Pacific Tiger Energy (Thailand) Ltd

Wichianburi, Pettchaboon ) Field studies of Petroleum technology excursion.
Crude Oil & Gas ) April-May 1998 Field work and reporting (Log Map), Moklek, Saraburi.
Field studies of general geology, structural geology, geomorphology, economic geology, and Stratigraphy of the Permian, Triassic, and Jurassic Sequence.

Student trainee 01/1995 to 01/1995
Global Advance Technology (GAT) Co, LtdNakonratchasima, Thailand

Served as Student trainee for souvenir shop.

Education

High School Diploma: Math-Sci1989Phenpittayakomt SchoolPhen, Udornthani, Thailand

Bachelor of Engineering ( Geotechnology ): Geotechnical Engineer, Petroleum Engineer1995Suranaree University of TechnologyMuang, Nakonratchasima, Thailand

Geotechnical Engineer, Petroleum Engineer

3. Dr. Chongpan Chongrakmanee :Supervisor,Chair and LecturerSchool of Geotechnology Institute of Engineering, Suranaree University of Technology Lecturer School of Geotechnology Institute of Engineering, Suranaree University of Technology Lecture, Lecturer School of Geotechnology Institute of Engineering, Suranaree University of TechnologyNakhon Ratchasima, ThailandTel. (044) 224-447 Asst.Prof.Dr.Aim-orn Tassanasorn: Director, The center for Education-Services and Lecturer School of Geotechnology Institute of Engineering, Suranaree University of Technology, Nakhon Ratchasima, Thailand

Personal Information

Birthday : January 20, 1976 Age : 39 years. Gender : Male Status : Married Height : 168 cm Weight : 58 kg Nationality : Thai Religion : Buddhism Military : Excepted

Additional Information

PERSONAL INFORMATION Birthday : January 20, 1976 Age : 39 years. Gender : Male Status : Married Height : 168 cm Weight : 58 kg Nationality : Thai Religion : Buddhism Military : Excepted
Hobbies & interest : Searching for information on internet and reading books, playing football. Personality : Strong leadership. Excellent analytical skills and problem solving skills. Good interpersonal and communication skill. Able to work under extremely high pressure. Able of learning new skill in a short period time. Able of self-learning. Willing to learn, self-motivated, healthy Able to work in team.

Skills

book, bridges, Cable, Calibration, Construction Manager, Controller, client, delivery, documentation, Downstream, Engineer, engineering activities, English, focus, Geologist, geology, health and safety standards, hr, Hydroelectric, Inspection, inspector, instructing, ISO 9002, Lecturer, Loss Prevention, Ma, Director, maintenance schedules, mark, Market, Materials, mechanical, Access, Excel, Microsoft office, Power point, Word, Works, Monitors, Multi-tasking, Oil, organizational skills, peak, Personnel, power supply, progress, quality, quality control, Rehabilitation, reporting, requirement, Safety, Scaling, sop, Supervisor, supervising, supervision, Teamwork, Thai, transmission, transportation, Upstream, welding, Wan

Resume Overview

Companies Worked For:

Nishimatsu Construction Company Ltd.
Theun Hinboun Power Company Ltd.
NG Power House Surface Excavation & Foundation
International Blaster Co., Ltd.
International Blaster Co.,Ltd.
PTT Exploration & Production Co., Ltd
Pacific Tiger Energy (Thailand) Ltd
Global Advance Technology (GAT) Co, Ltd

School Attended

Phenpittayakomt School
Suranaree University of Technology
School of Geotechnology Institute of Engineering, Suranaree University of Technology Lecturer School of Geotechnology Institute of Engineering, Suranaree University of Technology Lecture, Lecturer School of Geotechnology Institute of Engineering, Suranaree University of Technology

Job Titles Held:

Site Engineer
Geotechnical Engineer
Geotechnical Engineer / Tunnel Geologist / TBM & Site Inspector
Site Supervisor
Geotechnical Engineer & Field Site Engineer
Field Geotectnical Engineer Site Engineer, Concrete Supervisor, Formwork Supervisor,Steel Fixer Supervisor,Transportation Supervisor, Materials Coordinator
Production Engineer
Student
Student trainee

Degrees

High School Diploma : Math-Sci 1989
Bachelor of Engineering ( Geotechnology ) : Geotechnical Engineer, Petroleum Engineer 1995
3. Dr. Chongpan Chongrakmanee :Supervisor,Chair and Lecturer

Site Engineer Resume Example

Resume Score: 70%

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