Civil Engineer
Resume:
MARVIN B. CAJANDING
B.S. CIVIL ENGINEER
Contact No. +675-********
Email: ********@*****.***
Qualifications
Bachelor of Science in Civil Engineering (BSCE)
• Board passer for the Philippine Government Licensure Examination for
Civil Engineer conducted by the Professional Regulation Commission
(PRC) Manila, dated November 13 & 14, 1999, and held at Manila,
Philippines.
• Philippine Professional Regulation Commission Registered No.: 0085924
• Undertook 36/39 units and comprehensive exam in M.S.C.E. major in
Structural Engineering in University of the City of Manila. (unfinished)
• Philippine Institute of Civil Engineer, Inc member.
Key Skills
Sound Knowledge of Construction Industry
• Computer literate such as STAAD Pro, AutoCAD, Etabs, PCA col & MS
office.
Ability to work successfully as a member of a team
• Teamwork is a key part of current role, which involves working as part of a
team of ENGINEERS as well as working within the large site team towards
the successful of the project.
Professional Work Experiences (from Present to Past)
Company GLORY ESTATE LIMITED
(Property Developer and Construction)
Date June 2011 to Present
Title Design and Planning Engineer
Location Section 1, Boroko, POM, Papua New Guinea
Duties • In-charge of designing the company’s major projects.
• Plans, Organizes, Directs and Co-ordinate all activities
and resources necessary for the construction of the
projects.
• Overall lead, coordinate, organize all activities and staff
of design and planning
• Preparation of overall monthly reports for the
management’s attention
• Ensure that the planned projects are designed efficiently
and are implemented well
• Reports to the general manager any issues that arise/may
have arise within the department and at the operational
sites
1 Projects • 2-Warehouse, in section 169, lot & 4, Eight Mile
Undertaken Description: Double storey warehouse with proposed mezzanine.
The floor dimension Is 40 x 21 meter. The structure was
composed of steel structural frame. The Floor system is structa
floor. The structure is support by pedestal and pad
footing with tie beam.
• Methodist Church and Convent, in section 170, lot 29-33,
Eight Mile
Description: Double-Storey Church with the floor dimension of
15 x 30 meter. The structure is composed of steel structural
frame and chb wall-bearing.The floor system is reinforce
concrete slab. The structure is support by pedestal and Pad
footing with tie beam.
Double-Storey Convent with the floor dimension of
9.5 x 20 meter. The structure is composed of steel structural
frame and chb load-bearing wall. The floor system is reinforce
concrete slab. The structure is support by Concrete pedestal and
pad footing with tie beam.
• 6-Single Storey House, in section 173, lot 1-5, Eight Mile
Description: Single storey house. The floor dimension is 7.2x 16
meter. The structure is A Load-Bearing Block wall. The floor
system is slab on grade 125 mm thick. The roof system is
structural steel truss. The structure is supported by strip footing
and some tie beam.
• 31 units--Double Storey TownHouse, in section 170, lot 1-
13, Eight Mile
Description: Block 1: 7-units Double storey townhouse. The floor
meter. The structure is A Load-Bearing Block wall. The floor
system in ground floor is slab on grade with the thickness of 125
mm thick. The first floor is bondek slab or ribbed slab with
100mm thick. The roof system is structural steel rafters. The
structure is support by strip footing /continuous footing and some
tie beam.
Block 2: 1-unit Double storey townhouse. The floor
dimension is 7.85 x 7.4 meter. The structure is A Load-Bearing
Block wall. The floor system in ground floor is slab on grade with
the thickness of 125 mm thick. The first floor is bondek slab or
ribbed slab with 100mm thick. The roof system is structural steel
rafters. The structure is support by strip footing / continuous
footing and some tie beam.
Block 3: 9-units Double storey townhouse. The floor
dimension is 54 x 9 meter. The structure is A Load-Bearing Block
wall. The floor system in ground floor is slab on grade with the
thickness of 125 mm thick. The first floor is Bondek slab or
ribbed slab with 100mm thick. The roof system is structural steel
rafters. The structure is support by strip footing / continuous
footing and some tie beam.
Block 4: 9-units Double storey townhouse. The floor
dimension is 54 x 9 meter. The structure is A Load-Bearing Block
wall. The floor system in ground floor is slab on grade with the
2
thickness of 125 mm thickness. The first floor is Bondek slab or
ribbed slab with 100mm thick. The roof system is structural steel
rafters. The structure is support by strip footing / continuous
footing and some tie beam.
Block 5: 3-units and 2 units Double storey townhouse.
The floor dimension of 3-units double storey townhouse is 27 x 6
meter and the 2 units double storey townhouse is 18 x 6 meter.
The structure is A Load-Bearing Block wall. The floor system in
ground floor is slab on grade with the thickness of 125 mm thick.
The first floor is Bondek slab or ribbed slab with 100mm thick.
The roof system is structural steel rafters. The structure is support
by Strip footing / continuous footing and some tie beam.
Company AL MERAIKHI GENERAL CONTRACTING EST. ISO 9001:2000
( General Contractor that deals in Residential and Commercial
Building Construction and Design )
Date January 2009 to August 2010)
Title Civil/Structural Engineer
Location Hamdan Street, Abu Dhabi, UAE P.O. Box 211
Duties • Prepare design/detailed drawings for site construction.
• Prepare Bar Bending Schedule.
• Re-design the foundation and some structural member
• Coordinate drawings to sub-contractor.
• Conduct inspection as per Approved plans &
specifications.
• Prepare as built structural drawing plan
Projects Ruwais Housing Complex Expansion- Phase III Construction
Undertaken of New Hospital, ADNOC Project
Description: Double storey Hospital with the dimension of 160 x
305 meter. Building Block 1-6, 12 & 13 are a double-storey
hospital. Building 7 is main link way to every building and it has
a basement. There is also a helipad for a helicopter. Block 9 is a
Main Entrance hall. Block 11 is a facility for mechanical and
electrical equipment. Block 14 is a Mosque.
Note: Due to significant economic recession, the company offers us a
voluntary resignation. We already 5 moths delay on our salary. On that
time, we already have done the structural works100%, the architectural
works is 80%, 65% mechanical, 70% electrical and 75% Plumbing
works
3
Company WAVE ENGINEERING
(Engineering Consultancy that deals in Mining Industry)
Date August 2008 to November 2008
Title Structural Design (Draftsman)
Location Bunbury, WA. Australia
Duties • Prepare concept design/modification of steel structures.
• Conduct inspection as per drawing plans & specifications.
Projects • WA Plantation Resources, Bunbury, WA
Undertaken Description: Wood Chip industry. Prepare Detail Structural
Drawings on Wall And its connection And Foundation for Wood
Chip Production. Retrofication of trusses that supports the
conveyor
• WAPRES-Maintenance Facilities, Bunbury, WA
Description: Prepare Detail Structural Design on Access for
Mechanical equipment, and Electrical Equipment.
Note: Due to significant downturn in the global economy, the company
needed to make some Retrenchments
Company Free Lance
( Self Contractor deals in Structural Drawings and Construction )
Date October 2007 to June 2008
Title Civil/Structural Engineer
Location Rizal, Philippines
Duties • Prepare analysis and design of a structure according to
ACI and AISC Specifications.
• Prepare working/detail drawings and documents for
building permit
• Implements the project execution plan in accordance
with the specification.
• Prepare as built plan for certificate of occupancy
Project • 2-storey residential building in Rizal, Philippines
Undertaken Description: Single storey house. The floor dimension is 8x 11
meter. The structure is Reinforced concrete structure. The floor
system is reinforced concrete slab 120 mm thick. The roof system
is structural steel truss. The structure is supported by Pad footing
with tie beam
4
Company EQUAL ENGINEERING WLL
( Engineering Consultancy and Value Management Firm that
deals in Residential and Commercial Building Design )
Date July 2005 to August 2007
Title Civil Engineer
Location Kingdom of Bahrain
Duties • Prepare analysis and design of a structure according to
ACI Specifications.
• Prepare construction/detail drawings.
• Conduct site inspection
• Coordinate & discuss with the clients the specifications
and methodology of construction.
Project • 10-storey residential building with mezzanine in Umm Al-
Undertaken Hassam
Description: The building dimension is 32.60 x 30.30 m.
Reinforced concrete structure frame. The floor system is
reinforcedconcrete slab. The structure is supported by Bored Pile
Foundation.
• 7-storey office building with basement for car park in
Sehla.
Description: The building dimension is 32.50 x 27.20 m.
Reinforced concrete structure frame. The floor system is
reinforced concrete slab. The wall in basement is retaining wall
with water-proof membrane to prevent form water seepage. The
structureis supported by Mat or Raft Foundation.
• 9-storey Residential Building with mezzanine in Juffair
Description: The building dimension is 33.50 x 29 m. Reinforced
concrete structure frame. The floor system is reinforced concrete
slab. The structure is supported by Bored Pile Foundation.
• 4-storey Residential Building in Manama
Description: Reinforced concrete structure rigid frame. The
floor system is Pre-Cast Hollow Core Slab with 150mm thickness
The structure is supported by Pad Footing with Tie Beam
connection.
• 4-storey Residential Building in Al Ma’Ameer
Description: Reinforced concrete structure rigid frame. The
floor system is Pre-Cast Hollow Core Slab with 150mm
thickness. The structure is supported by Pad Footing with Tie
Beam connection
• 3-storey Residential Villa of Al Alawi in Al Mahooz
Description: Reinforced concrete structure rigid frame. The
floor system is Pre-Cast Hollow Core Slab with 150mm
thickness. The structure issupported by Pad Footing with Tie
5 Beam connection
• 4-storey Residential Building of Al Alawi in Manama.
Description: Reinforced concrete structure rigid frame. The
floor system is Pre- Cast Hollow Core Slab with 150mm
thickness. The structure is supported by Pad Footing with Tie
Beam connection.
• Multipurpose hall in Jidhafs
Description: Reinforced concrete structure rigid frame. The roof
system is Pre-Cast Hollow Core Slab with 150mm thickness. The
structure is supported by Pad Footing with Tie Beam connection.
• 4-storey building, Central Manama, Manama
Description: Reinforced concrete structure framing, 150mm thick
Hollow Core Slab and Pad Footing Foundation with Tie Beam
• 4-2 storey villa w/ basement parking, Al Amin, Al Hajar.
Description: Reinforced concrete structure frame. The floor
system is Pre-Cast Hollow Core Slab. The wall in basement is
retaining wall. The structure is supported by Mat or Raft
Foundation.
• Structural analysis investigation of 3D Truss and Main Truss
of Skylight, Al Ali Shopping Complex, Sanabis
Description: Structural Steel Truss with a span of 22 meters long
and supporting 3D trusses with skylight roofing
• 6-storey extension Hospital in Muharraq
Description : The Building Structure average Dimension is 16.6
x 24.5 m. Reinforced concrete structure frame. The floor system
is Pre-Cast Hollow Core Slab with 150mm thickness. The
structure is supportedby Pad footing w/ tie beam.
• 15-storey building with basement, Mr. Masood Mostafa in
Juffair
Description : The building dimension is 32.70 x 25.20 m.
Reinforced concrete structure frame. The floor system is
reinforced concrete slab. The wall in basement is retaining wall.
The structure is supported by Bored Pile Foundation.
6
Company J.H. PAJARA CONSTRUCTION CORPORATION
( General Contractor and Project Consultant that deals in
Horizontal Structures like Bridges, Roads and Depressed Tunnel
Construction )
Date March 2001 to April 2005
Title Civil Site Engineer
Location Quezon City, Philippines
Duties • Analyze survey reports, maps, drawings, blueprints,
aerial photography, and other topographical or
geologic data to plan projects.
• Compute load and grade requirements, water flow
rates, and material stress factors to determine design
specifications.
• Inspect project sites to monitor progress and ensure
conformance to design specifications and safety or
sanitation standards.
• Direct construction, operations, and maintenance
activities at project site.
• Direct or participate in surveying to lay out installations
and establish reference points, grades, and elevations
to guide construction.
• Estimate quantities and cost of materials, equipment,
or labor to determine project feasibility.
• Prepare or present public reports, such as bid
proposals, deeds, environmental impact statements,
and property and right-of-way descriptions.
• Test soils and materials to determine the adequacy
and strength of foundations, concrete, asphalt, or
steel
• Provide technical advice regarding design,
construction, or program modifications and structural
repairs to industrial and managerial personnel.
• Conduct studies of traffic patterns or environmental
conditions to identify engineering problems and assess
the potential impact of projects
Project • Commonwealth Ave. – Batasan Road Interchange
Undertaken Depressed Section
(Quezon City, Philippines)
Description: Length: 535 m
Width: 11.5 (3 Lane)
Wall: Pre-Cast Wall Panel and Ground Anchor
Road: Reinforced Concrete Ground Slab
Drainage: Pre-Cast Concrete U-Culvert
Girder Above: Pre-Cast Concrete Girder
7
• Edsa-Quezon Avenue Interchange Project (Quezon
City, Philippines)
Fly-Over Bridge (North Bound Bridge and South Bound Bridge)
Description: Length: 545 m
Width: 11m (3 Lane)
Foundation: Single Bored Pile
Coping Beam: Post-Tension CopingBeam
Bridge Deck: Post-Tension Hollow Core Deck Slab
Post-Tension Box-Type Girder
Approach: Cast-in-Place Retaining Wall
Middle Span Girder: Post-Tension Hollow Core
Depressed Section
Description: Length: 540 m
Width: 17 (Two Way-2 Lane each)
Wall: Pre-Cast Wall Panel and Ground Anchor
Road: Reinforced Concrete Ground Slab
Drainage: Pre-Cast Concrete U-Culvert
Girder Above: Pre-Cast Concrete Girder
Company Free Lance
( Self Contractor deals in Structural Drawings and Construction )
Date February 2000 to January 2001
Title Civil/ Structural Engineer
Location Philippines
Duties • Perform structural design and analysis calculations
using governing codes and standards and
engineering formulas
• Prepares preliminary structural engineering design, cost
estimates, and other information.
• Prepares schedule plans construction
• Prepares as-built drawings and related documentation.
• Implements the project execution plan in accordance
with the specification.
• Ensure to carry all tests required under the various
sections of the specification.
• Maintain a daily log of accomplishments, manpower,
equipments & weather condition.
• Prepare monthly billing for submission to the client.
• Monitor the progress of the project
• Fully responsible for all construction activity associated
with the project..
8
Project • Single Storey-Duplex Apartment (Cardona, Rizal, Philippines)
Undertaken Description: Single storey house. The floor dimension is 7.2x 6.5
meter. The structure is Reinforced concrete structure. The floor
system is slab on grade 100 mm thickness. The roof system is
structural steel truss. The structure is supported by Pad footing
with tie beam.
• Extension and Renovation of 2-storey residential house
(Cardona, Rizal,Phil.)
Description: Double storey house. The floor dimension is 6 x 7
meter. The structure is Reinforced concrete structure. The floor
system is slab on grade 100 mm thickness. The roof system is
structural steel truss. The structure is supported by Pad footing
with tie beam.
SEMINARS ATTENTED
• STAAD III Computer-Aided Structural Analysis and Design
Jan 25 – Feb 29, 2000.
• Construction Materials Quality Control Seminar/Workshop For
Infrastructure Project/s
June 25 – 29, 2001.
• ASSOCIATION OF STRUCTURAL ENGINEERS OF THE
PHILIPPINES.
(Design Structure Using UBC 1997, ACI 318-99 and AISC 1997 provisions)
December 13- 14, 2002
• STRUCTURAL PRESERVATION MIDDLE EAST VSL
Concrete Strengthening Techniques & Design Considerations
May 19, 2010
• STRUCTURAL PRESERVATION MIDDLE EAST VSL
Solutions for Industrial Plants Evaluation, Protection, Repair &
Strengthening
May 20, 2010
EDUCATIONAL SUMMARY
College University of City of Manila
Location Manila, Philippines
Degree Master of Science in Civil Engineering(Structural)
Year Graduated 36/39 units (2002-2005)
College Mapua Institute of Technology
Location Manila, Philippines
Degree Bachelor of Science in Civil Engineering(BSCE)
Year Graduated April 1999
High School Angono Private High School
9
Location Angono Rizal, Philippines
Year Graduated March 1994
REFERENCE
• ALBERT CAPISTRANO
MIEPNG/PICE
General Manager
AIRWAYS DEVELOPMENT LTD
Tel. +675-***-****
• MR. LEE TECK KONG
Managing Director
GLORY ESTATE LIMITED
Tel. +675-***-****
• RYAN HANRAHAN
Office Manager (Bunbury)
WAVE ENGINEERING
Tel. +61-08-972*-****
• S. MOHAMMED AL-ALAWI
Managing Director
EQUAL ENGINEERING SPC
Tel. +973-**-******
• JAIME H. PAJARA
President
J.H. PAJARA CONSTRUCTION CORPORATION
Tel. +632-***-****
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