Apply For The CE Board Exam

Qualifications for Examination. - Any person applying for admission to the civil engineering examination as herein provided shall, prior to the date of the examination, establish to the satisfaction of the Board that he has the following qualifications:

Be at least twenty-one years of age;
Be a citizen of the Philippines;
Be of good reputation and moral character; and
Be a graduate of a four-year course in civil engineering from a school, institute, college or university recognized by the Government or the State wherein it is established.

Seal and Use of Seal. - All registered civil engineers shall obtain a seal of such design as the Board shall authorize and direct: Provided, however, That the serial number of the certificate issued by the Board shall be included in the design of the seal. Plans and specifications prepared by, or under the direct supervision of a registered civil engineer shall be stamped with said seal during the life of the registrant's certificate, and it shall be unlawful for any one to stamp or seal any documents with said seal after the certificate of registrant named thereon has expired or has been revoked, unless said certificate shall have been renewed or re-issued.

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Civil Engineering Board Exam Scope

These are the subjects covered by the Architecture Licensure Examination in the Philippines. If you are preparing for the Architecture Boards, make sure you cover all of these in your review:

Unless otherwise indicated, the topics of the subjects shall be effective in the May 1993 Licensure Examinations. The Syllabi shall be fully effective starting on the May 1994 examinations.

A. MATHEMATICS AND SURVEYING

Mathematics

1.0 Algebra
1.1 Set Theory*
1.2 Real Numbers
1.3 Algebraic Expressions and Operations
1.4 Equations and Inequalities
1.5 Roots and Powers
1.6 Linear, Quadratic and Polynomial Functions
1.7 Factoring
1.8 Roots of Algebraic Equations
1.9 System of Equations
1.10Logarithmic and Exponential Functions
1.11Arithmetic and Geometric Progressions
2.0 Trigonometry
2.1 Circular (Trigonometric) Functions
2.2 Trigonometric Identities and Equations
2.3 Solution of Triangles
2.4 Hyperbolic Functions
3.0 Analytic Geometry
3.1 Cartesian Coordinate System
3.2 Functions and Relations
3.3 Functions and their Graphs
3.4 Straight lines
3.5 Conic Sections
3.6 Polar Coordinates
3.7 Transformation of Coordinates
3.8 Parametric Equations
4.0 Calculus
4.1 Differential Equations
4.1.1 Limits and Continuity
4.1.2 Derivatives and Differentiation
4.1.3 Application of Derivatives
4.1.4 The Differential
4.1.5 Partial Derivatives
4.2 Integral Calculus
4.2.1 Theory of Integrals
4.2.2 Integration Methods
4.2.3 Definite Integrals and Applications
4.2.4 Line and Surface Integrals
4.2.5 Multiple Integrals
5.0 Differential Equations
5.1 First Order Differential Equation
5.1.1 Exact Differential Equation
5.1.2 Integrating Factors**
5.1.3 Separable Variables
5.1.4 Homogeneous Differential Equations
5.1.5 Linear Differential Equations
5.1.6 Applications
5.2 Higher Order Differential Equations
6.0 Other Topics
6.1 Infinite Series
6.1.1 Molaurin Series
6.1.2 Taylor Series
6.1.3 Fourier Series
6.2 Complex Variables**
6.3 Vector Analysis
6.4 Matrices*
6.5 Determinants*
6.6 Probability and Statistics
7.0 Engineering Economy
7.1 Present Economy Study
7.2 Time-Value Relations
7.3 Selection Among Alternatives
7.3.1 Present Worth Method
7.3.2 Annual Worth Method
7.3.3 Future Worth Method
7.3.4 Internal Rate of Return Method
7.3.5 External Rate of Return Method


Surveying

1.0 Surveying Concepts
1.1 Uses of Surveys
1.2 Operations in Surveying
1.3 Measurement and Adjustments
1.4 Field and Office Work
1.5 Surveying Instruments
2.0 Basic Surveying Measurements
2.1 Distance Measurements
2.1.1 Pacing
2.1.2 Distance Measurement with Tape
2.2 Vertical Distance Measurement; Leveling
2.3 Angle and Direction Measurement
2.3.1 Location of Points
2.3.2 Meridians
2.3.3 Bearing and Azimuth
2.3.4 Magnetic Declination
2.3.5 Instruments Used
2.3.5.1 Engineers Transit
2.3.5.2 Theodolite
2.4 Stadia and Tacheometry
2.4.1 Principles of Stadia
2.4.2 Plane Table and Alidade
3.0 Survey Operations
3.1 Traverse
3.1.1 Deflection Angle Traverse
3.1.2 Interior Angle Traverse
3.1.3 Traverse by Angle to the Right
3.1.4 Azimuth Traverse
3.1.5 Compass Traverse
3.1.6 Stadia Traverse
3.1.7 Plane Table Traverse
3.2 Calculation of Areas of Land
3.2.1 Area by Triangle
3.2.2 Area by Coordinates
3.2.3 Area by Double Meridian Distance (DMD) and Latitude
3.2.4 Irregular Boundaries (Simpson’s and Trapezoidal Rules)
3.3 Triangulation and Trilateralization
3.3.1 Horizontal Control System
3.3.2 Triangulation Figures and Procedures
3.3.3 Error Propagation
3.3.4 Trilateralization
3.4 Astronomical Observation
3.4.1 Celestial Sphere
3.4.2 Equator System
3.4.3 The PZS Triangle
3.4.4 Aximuth and Hour Angle at Elongation
3.4.5 Time
3.4.6 Solar Observation
3.4.7 Stellar Observation
4.0 Engineering Surveys
4.1 Topographic Survey
4.1.1 Horizontal Control
4.1.2 Vertical Control (contours)
4.1.3 Location of Details
4.2 Route Surveying
4.2.1 Horizontal Curves
4.2.1.1 Simple Curves
4.2.1.2 Compound Curves
4.2.1.3 Superelations
4.2.1.4 Spiral Curves
4.2.2 Vertical Curves
4.2.3 Earthwork Operations
4.2.3.1 Methods of Determining Earthwork Volumes
4.2.3.2 Borrow Pits
4.3 Hydrographic Surveys
4.3.1 Datum
4.3.2 Soundings

B. HYDRAULICS

1.0 Fluid Mechanics
1.1 Properties of Fluids
1.2 Fluid Statics
1.3 Fluid Flow Concepts and Basic Equations
1.4 Dimensionally Analysis and Dynamic Similitude
1.5 Viscous Flow and Fluid Resistance
1.6 Ideal Fluid Flow
1.7 Steady Flow in Closed Conduits
1.8 Steady Flow in Open Channels
2.0 Hydrology
2.1 Hydrologic Cycle
2.1.1 Precipitation
2.1.2 Streamflow
2.1.3 Evaporations
2.1.4 Transpiration
2.2 Hydrograph Analysis
2.2.1 Runoff
2.2.2 Storage Routing
2.3 Groundwater
3.0 Hydraulics, System and Structure
3.1 Reservoirs
3.2 Dams
3.3 Spillways, Gates, and Outlet Works
3.4 Open Channels
3.5 Pressure Conduits
3.6 Hydraulics Machinery
4.0 Irrigation, Flood Control and Drainage
4.1 Irrigation
4.1.1 Water Requirement
4.1.2 Soil-Water Relation
4.1.3 Water Quality
4.1.4 Methods
4.1.5 Structures
4.2 Flood Control
4.2.1 Design Flood
4.2.2 Flood Control Structures
4.3 Drainage
4.3.1 Estimate of Flow
4.3.2 Storm Drainage
4.3.3 Land and Highway Drainage
4.3.4 Culvets and Bridges
4.3.5 Drainage Structures
5.0 Water Supply and Sewerage
5.1 Fundamental Concept
5.1.1 Mathematics of Growth (Population Forecasting)
5.1.2 Environmental Chemistry
5.1.3 Mass and Energy Transfer
5.2 Water Supply and Treatment
5.2.1 Components of Water Supply System
5.2.1.1 Water Reservoir and Storage
5.2.1.2 Water Distribution System
5.2.1.3 Water Containment Structures
5.2.2 Water Consumptions Periods of Design
5.2.3 Pre-treatment Methods
5.2.4 Principles of Sedimentation
5.2.5 Sedimentation Tank Design
5.2.6 Coagulation-Sedimentation
5.2.7 Slow Sand Filtration
5.2.8 Rapid Sand Filtration
5.2.9 The Rapid Sand Filter
5.2.10 Underdrain System
5.2.11 Wash Troughs
5.2.12 The Washing Process
5.2.13 Clear Well and Plant Capacity
5.2.14 Water Disinfection
5.3 Waste Water Treatment
5.3.1 Quantity
5.3.2 Methods
5.3.3 Theory of Activated Sludge
5.3.4 Aration Tank
5.3.5 Biokinetic Parameters*
5.3.6 Clarifiers

C. DESIGN AND CONSTRUCTION

1.0 Statics of Rigid Bodies
1.1 Force System
1.1.1 Concurrent and Non-current Force System
1.1.2 Parallel and Non-parallel Force System
1.1.3 Planar and Three Dimentional Force System
1.1.4 Distributed Forces
1.1.5 Frictional Forces

1.2 Equilibrium of Forces
1.2.1 Reactions
1.2.2 Free Body Diagram
1.2.3 Two Force Bodies
1.2.4 Three Force Bodies
1.3 Truss Analysis
1.3.1 Method of Joints
1.3.2 Method of Sections
1.3.3 Graphical Methods
1.4 Beams and Frames
1.4.1 Reactions
1.4.2 Shear Diagrams
1.4.3 Bending Moment Diagrams
1.5 Related Topics
1.5.1 Moment of Lines and Areas
1.5.2 Centroids
1.5.3 Moments of Inertia
1.5.4 Center of Mass
1.5.5 Center of Forces
2.0 Dynamics of Rigid Bodies
2.1 Kinematics of Particles
2.1.1 Rectilinear Motion
2.1.2 Curvilinear Motion
2.2 Kinetics of Particles
2.2.1 NewtonÕs Second Law
2.2.2 Dynamic Equilibrium
2.2.3 Work and Energy Principle
2.2.4 Kinetic and Potential Energy
2.2.5 Impulse and Momentum Principle
2.3 Kinematics of Rigid Bodies
2.3.1 Translation
2.3.2 Rotation
2.3.3 General Plane Motion
2.4 Kinetics of Rigid Bodies
2.4.1 DÕLambertÕs Principle
2.4.2 Work and Energy Principle
2.4.3 Impulse and Momentum Principle
3.0 Mechanics
3.1 Stresses and Strains
3.2 Material Properties
3.3 Axially Loaded Members
3.4 Thin Walled Pressure Vessels
3.5 Torsional Stresses
3.6 Internal Forces and Stresses in Beams
3.6.1 Flexural Stress
3.6.2 Shear Stress
3.6.3 Combined Stresses
3.6.4 Principal Stresses
3.6.5 Unsysmetrical Banding
3.7 Deflections
3.7.1 Double Integration Methods
3.7.2 Area Moment Method
3.7.3 Conjugate Beam Method
3.8 Statistically Indetermine Beams
3.9 Shear Center
3.10 Curved Beams
3.11 Nonhomogenous Beams
3.12 Impact Loading
3.13 Stress Concentration
3.14 Repeated Loading
3.15 Elastic Instability (Buckling)
3.16 Analysis of Connections
3.16.1 Riveted and Bolted Connections
3.16.2 Welded
4.0 Structural Analysis
4.1 Loadings
4.1.1 Verical Loads (dead and live loads)
4.1.2 Lateral Loads (Wind and Earthquake Loads)
4.1.3 Impact Loads
4.2 Energy Methods for Deformation Analysis
4.2.1 CastiglianoÕs Theorem
4.2.2 Virtual Work Method (Unit Load)
4.3 Influence Lines
4.4 Frame Analysis
4.4.1 Approximate Methods
4.4.2 Exact Methods*
4.4.3 Moment Distribution
4.5 Stiffness and Flexibility Methods of Analysis**
4.5.1 Trusses
4.5.2 Beams
4.5.3 Frames
5.0 Design of Timber Structures
5.1 Properties of Wood
5.2 Design of Tension Member
5.3 Design of Bending Members
5.3.1 Laterally Supported Beams
5.3.2 Laterally Unsupported Beams
5.4 Design of Compression Members
5.4.1 Short Columns
5.4.2 Slender Columns
5.4.3 Spaced Columns
5.5 Timber Connections
6.0 Design of Steel Structures
6.1 General
6.1.1 Properties of Structural Steel
6.1.2 Design Philosophy
6.1.2.1 Allowable Stress Design
6.1.2.2 Load and Resistance Factor Design
6.2 Tension Members
6.3 Connections
6.3.1 Bolted
6.3.2 Welded
6.4 Compression Members
6.5 Beams
6.5.1 Compact Sections
6.5.2 Non-compact Sections
6.6 Beam Columns
6.7 Plastic Analysis and Limit Design*
6.8 Composite Steel and Concrete
7.0 Reinforced Concrete Structures
7.1 General
7.1.1 Properties of Concrete Materials
7.1.2 Design Philosophies and Procedures
7.2 Flexural Analysis and Design
7.3 Shear and Diagonal Tension
7.4 Bond, Anchorage Development Lengths
7.5 Serviceability Requirements
7.5.1 Crack Control
7.5.2 Deflections
7.6 Columns
7.6.1 Short Columns
7.6.2 Slender Columns
7.7 Slabs
7.8 Footings
7.9 Retaining Wall
7.10 Prestressed Concrete
8.0 Soil Mechanics and Foundation
8.1 Soil Properties
8.2 Soil Classification
8.3 Flow of Water in Soils
8.3.1 Permeability
8.3.2 Seepage
8.3.3 Effective and Porewater Pressure
8.4 Soil Strength
8.4.1 Shear Strength
8.4.2 Bearing Capacity
8.5 Compressibility of Soils
8.5.1 Elastic Settlement
8.5.2 Consolidation Settlement
8.6 Soil Improvement
8.6.1 Compaction
8.6.2 Soil Stabilization
8.7 Earth Pressures and Retaining Wall
8.8 Slope Stability Analysis
9.0 Design of Civil Engineering Structures and Systems
9.1 Transportation Engineering**
9.1.1 Highway and Urban Transportation Planning and Economics**
9.1.2 Driver, Vehicle, Traffic and Road Characteristics**
9.1.3 Highway Design
9.1.4 Traffic Engineering and Highway Operations**
9.1.5 Road and Pavement Design
9.2 Airport Engineering**
9.3 Ports and Harbors
9.4 Containment Structures (Tanks, soils, storage tanks)
9.5 Bridges
10.0 Construction and Management
10.1 Engineering Relations and Ethics**
10.2 Contracts & Specifications
10.3 Construction Project Organization
10.4 Planning and Scheduling (PERT/CPM)
10.5 Construction Estimates
10.6 Construction Methods & Operations
10.7 Construction Equipment Operations and Maintenance

You can read more of the detailed guidelines on the Architecture Board published Syllabi.

http://www.prc.gov.ph/portal_articles.asp?pid=41&sid=123



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Board of Civil Engineering

The practice of civil engineering within the meaning and intent of this Act shall embrace services in the form of consultation, design, preparation of plans, specifications, estimates, erection, installation and supervision of the construction of streets, bridges, highways,railroads, airports and hangars, portworks, canals, river and shore improvements, lighthouses, and dry docks; buildings, fixed structures for irrigation, flood protection, drainage, water supply and sewerage works; demolition of permanent structures; and tunnels. The enumeration of any work in this section shall not beconstrued as excluding any other work requiring civilengineering knowledge and application.

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CE Board Composition

Qualification of Board Members:
Each member of the Board shall, at the time of his appointment:

Be a citizen and resident of the Philippines;
Be at least thirty years of age and of good moral character;
Be a graduate of civil engineering from a recognized and legally constituted school, institute, college or university.
Be a registered civil engineer duly qualified to practice civil engineering in the Philippines;
Have practiced civil engineering, with a certificate as such, for a period of not less than ten years prior to his appointment.
Not be a member of the faculty of any school, institute, college, or university where civil engineering course is taught, nor have a pecuniary interest in such institutions;
No former members of the faculty of any school, institute or university where civil engineering is taught can become a member of the Board unless he had stopped teaching for at least three consecutive years.

Members of the Board:
Chairman:
APOLLO S. ENRIQUEZ

Members:
NIGEL PAUL C. VILLARETE
PRAXEDES P. BERNARDO

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Civil Engineering Law and Ethics

Republic Act No. 544*
(As Amended by R.A. 1582)
An Act to Regulate the Practice of Civil Engineering in the Philippines

Be it enacted by the Senate and House of Representatives of the Philippines in Congress assembled

Code of Ethics
It shall be considered unprofessional and inconsistent with honorable and dignified bearing for any registered Civil Engineer: To act for his clients* in professional matters otherwise than as a faithful agent or trustee, or to accept any remuneration other than his stated charges for services rendered his clients. To attempt to injure falsely or maliciously, directly or indirectly, the professional reputation, prospects, or business of another Engineer. To attempt to supplant another Engineer after definite steps have been taken toward his employment To participate in competitive bidding on a price basis to secure a professional engagement. To compete with another Engineer for employment on the basis of professional charges, by reducing his usual charges and in this manner attempting to underbid after being informed of the charges named by another. To review the work of another Engineer for the same client, except with the knowledge or consent of such Engineer, or unless the connection of such Engineer with the work has been terminated. To advertise in self-laudatory language, or in any other manner derogatory to the dignity of the Profession. To use the advantages of a salaried position to compete unfairly with Engineers in private practice. To act in any manner or engage in any practice which will tend to bring discredit on the honor or dignity of the Engineering Profession.
*The word "clients" is considered to be inclusive of the meaning
of the word "employers."

Download from the source:
CE Law
CE Code of Ethics

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CE Board History

On February 23, 1921, Public Act No. 2985 was enacted empowering the Secretary of Commerce and Communication to appoint members of the boards of the architecture and engineering professions. The Act, which contained very general provisions on the regulation of engineering and architecture, was later amended by Acts No. 3159 and 3182. On June 17, 1950, Republic Act No. 544 was enacted separating the regulation of the civil engineering profession from the coverage of Public Act No. 2985 and creating the Board of Civil Engineering. On June 16, 1956, the law was further amended by Republic Act No. 1582.

The Board held its first fully computerized examinations on May 29, 1993 and released the results on November 9, 1993. On February 28, 1995, the Syllabi for the Subjects in the Civil Engineering licensure examinations was promulgated.

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Philippine Institute of Civil Engineers (PICE)

Philippine Institute of Civil Engineers (PICE)
Cityland 10, Tower II
24th Floor Room 2404
6817 Dela Costa Corner Ayala Avenue
Makati City
Tel No.: 892-66-95 ; 892-66-96
Date of Accreditation : August 13, 1975

In the late 1920’s, some engineers from the government sector pioneered the first organization of civil engineers in the Philippines – the Philippine Society of Civil Engineers (PSCE). Later in 1937, another group of civil engineers mostly engaged in private practice formed the Philippine Association of Civil Engineers (PACE).

In 1950, the PACE spearheaded the passage of Republic Act No. 544 also known as the “Civil Engineering Law.” This decree made certain the growth and well-being of the profession and came to be known as one of civil engineering’s milestones.

Through their consolidated efforts in 1972, the PSCE and PACE merged, resulting to the organization of the Philippine Institute of Civil Engineers (PICE). On December 11, 1973, the PICE was registered with the Philippine Securities and Exchange Commission. Two years later, on August 13, 1975, it was accredited by the Professional Regulation Commission as the duly recognized organization of civil engineers in the Philippines.

Committed to the advancement of the knowledge and practice of civil engineering in the Philippines, the PICE organized a Speakers’ Bureau to conduct seminars and symposia in the various fields of the profession. The 16-member Board of Directors elected annually by the PICE member electoral college ensures the implementation of organizational plans and programs through standing committees and special ad hoc committees.

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