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CHAPTER 2
ORGANIZATIONS IN
CONSTRUCTION
Dr. TOLGA ÇELİK
Civil Engineering Department
1
CONTRACTUAL RELATIONSHIPS
• In order to finish a project, several parties have to cooperate together and a contractual relationship has to be established among them.
• If a client is lacking certain skills or does not have experience in the construction industry, that client will need to obtain advice on one or more of the followings:
• Feasibility study • Design of the works • Specialist equipment installations
• Preparation of contract documents and other contract procedures
• Tendering evaluation and procedures
• Construction programming and scheduling
• Supervision of construction works
• Certification of completed work for payment
• Dealing with variation orders and claims for additional payment.
2
TYPES OF CONTRACTUAL
RELATIONSHIPS
• Organizational contractual relationships
can be classified into three groups:
• Traditional contractual organization
• Design and construction
organization (TURNKEY)
• Professional Construction
management.
3
1. THE TRADITIONAL CONTRACTUAL
ORAGANIZATION
• Client has a direct contract with consultants to carry out the design and probably the supervision of construction.
• The client also has a direct contract with a contractor.
• The contractor will likely have a contract with all kinds of subcontractors (e.g. material suppliers).
• Some suppliers and/or subcontractors may be nominated by the client or the consultant.
4
1. TRADITIONAL CONTRACTUAL
ORGANIZATION
CLIENT
CONSULTANT CONTRACTOR
SUBCONTRACTOR OWN WORKERS
5
2. DESIGN AND CONSTRUCTION
ORAGANIZATION
• The client has a contractual relationship with
a design and construct contractor.
• If the client is lacking skills in preparing a
tender and evaluating it, a consultant may
be appointed to do it for the client.
• The contractor may arrange a design
consultant if the contractor is lacking design
skills from within his/her organization.
6
2. DESIGN AND BUILD
Client
Designer
Design & Construct contractor
Subcontractors& Suppliers
Constructor
Consultant
7
3. PROFESSIONAL CONSTRUCTION
MANAGEMENT
Has two systems
a. Management Contracting
b. Construction Management Organisation
8
A. MANAGEMENT CONTRACTING
9
The client has a contractual relationship with a
management contractor.
• The client also has a direct contractual relationship with
a design and cost consultant.
• The management contractor appoints a work contractor
and he has a direct relationship with the work
contractors that will carry out the construction works.
• Negotiated professional fee for construction
management services
• Negotiated professional fee for design services.
3. PROFESSIONAL CONSTRUCTION
MANAGEMENT
3. PROFESSIONAL CONSTRUCTION
MANAGEMENT
A. MANAGEMENT CONTRACTING
Client
Design and Cost Consultant
ManagementContractor
Work Contractor
Subcontractor & Supplies
10
3. PROFESSIONAL CONSTRUCTION
MANAGEMENT
B. CONSTRUCTION MANAGEMENT ORGANIZATION
• The client enters into a direct contract with a professional construction manager, design and cost consultants and works contractor.
• The works contractor is in a direct contractual relationship with the client and not the construction manager.
• The construction manager will perform managerial functions assigned directly from the client.
• Fixed price, unit price or negotiated contracts. 11
Work
Contractor
Client
Construction
Manager
Subcontractors
& Supplies
Consultant
12
3. PROFESSIONAL CONSTRUCTION
MANAGEMENT
B. CONSTRUCTION MANAGEMENT ORGANIZATION
COMPANY ORGANIZATION• Objective of organizing a company is to
arrange all required resources so that the
functions of company perform properly and
works are accomplished effectively.
• Organizing must
1. determine what individual job positions
are required
2. define the duties and responsibilities of
each job position
3. establish the working relationship among
the job positions
13
ORGANIZATIONAL CHARTS
• Organizational Chart is a pictorial format showing
all positions of
i) responsibility
ii) all lines of supervision and authority
iii) the lines of communication within the
organization
• They are effective for quickly describing a
company's structure.
• Chart is also useful for employees. Shows their
position in the company, identifies their
supervisor, those whom they supervise, and the
nature of their duties.
14
• The two predominant aspects of most
organization charts are those depicting
vertical and horizontal specialization.
– Vertical specialization refers to the
hierarchical structure of authority.
– Horizontal specialization is the
differentiation of functions within a level of
the hierarchy.
• Horizontal specialization can take in different
form the most common forms are:
– Functional
– Pure project
– matrix 15
ORGANIZATIONAL CHARTS (continued)
FUNCTIONAL FORM OF
ORGANIZATION STRUCTURE
• Functional Organization Structure results in horizontal grouping
according to functional skills and types of work task.
• The advantages of functional organization structure are.– They are simple.
– They can achieve a high degree of flexibility, because people
in the department can be assigned to the project, then
immediately re-assigned to other work.
– They provide good support as the work is usually carried out
in the department.
– The functional department provides the normal career path for
advancement and promotion.
– Lines of communication within the department are short and
well established.
– There is quick reaction time to problems within the department.
– They offer clearly defined responsibility and authority for work
within the department.16
FUNCTIONAL FORM OF
ORGANIATION STRUCTURE (continued)
• The disadvantages of functional organization structure are:
– No single point of responsibility as the project scope moves from
one department to another, this can lead to coordinating chaos.
– On multi-disciplined projects there are no formal lines of
communication between the people within the different
departments.
– Competition and conflict between functional departments may
limit effective communication of important project information.
– Departmental work may take priority over project work.
– For functional managers the project is not always the main focus
of concern, particularly when the scope has moved to
another department.
– Weak external coordination with the client, suppliers and other
stakeholders.
17
18
General
Manager
Engineering
and
Development
Production
and
Manufacturing
Sales and
Marketing
Accounting
and LegalDirector Level
Division Level
Department
Level
Section Level
Denotes continued breakdown
FUNCTIONAL ORGANIZATION CHART
PURE PROJECT ORGANIZATION STRUCTURE
• Project organization structure is based on assigning projects to each
organizational unit.
• Here the various functions, such as engineering and finance, are
performed within each unit.
• The advantages of pure project organization structure are:– Strong control by a single project authority
– With centralized authority decisions are made quickly.
– Encourages performance, schedule, and cost tradeoffs
– Personnel loyal to a single project
– Interfaces well with outside units
– Good interface with customer
– All members of the workforce report directly to the project manager.
– The lines of communication are shorter then the multi-disciplined
functional route.
– With the one boss situation the lines of communication, responsibility
and authority are clear and undisputed.
– There is a holistic approach to the project.19
PURE PROJECT ORGANIZATION
STRUCTURE (continued)
• The disadvantages of the pure project
organization structure are:
– Duplication of resources, as similar activities and
processes are performed by different elements
of the organization on different projects i.e.
inefficient use of company resources.
– Less opportunity for technical interchange
among projects
– Minimal career continuity for project personnel
20
21
President
Vice-President
project 1
Vice-President
project 2
Vice-President
project 30
Engeneering
Manufacturing
Engeneering
Marketing
manufacturing
Marketing
Engeneering
Manufacturing
Marketing
Engeneering
Manufacturing
Marketing
……
…
……
…
……
…
……
…
………
PURE PROJECT ORGANIZATION STRUCTURE
MATRIX ORGANIZATION STRUCTURE– Matrix organizational structure that attempts to place equal
emphasis on technical and product development and is a major
departure from traditional structures.
– This is achieved by having a structure in which responsibility for
reporting is to two authorities.
– It is used for undertaking project oriented activities where the
traditional functional or departmentalized structures would be
inappropriate.
– This form of structure is frequently used as a temporary expedient.
– In it each group of specialists reports to a functional manager of their
particular group of expertise and to a project manager.
– The project manager is responsible for achieving the project
objectives by building a project team consisting of members of
functional groups.
– In matrix organization, duplication of functional units is eliminated by
assigning specific resources of each functional unit to each project. 22
MATRIX ORGANIZATION STRUCTURE (continued)
• The advantages of matrix organization structure are:
• Project has a clear single point of responsibility - the project
manager.
• Combines strength of functional and project-oriented
organization.
• The project can draw on the entire resources of the company,
when several projects are operating concurrently, the matrix
structure allows a time-share of expertise and equipment, which
should leads to a higher degree of resource utilization.
• Rapid response to the client's needs. The client communicates
directly with the project manager.
• Good flow of information (dissemination) within the project.
• Problem-solving can draw on a much wider base for ideas and
options – brainstorming.
• Teams of experts within the functional department are kept
together even though the projects may come and go. Therefore
technology, know-how, expertise, experience are not lost when
the project is completed. 23
MATRIX ORGANIZATION STRUCTURE (continued)
• The following disadvantages are inherent with
the matrix structure:
• They are more complex because of the additional number of
managers involved that need to be kept informed and
consulted.
• Dual responsibility and authority leads to confusion, divided
loyalties, unclear responsibilities, and conflicts over priorities
and allocation of resources.
• They do not encourage strong staff commitment to the project,
particularly when staff from functional departments are
assigned on an as-needed basis.
• The cost of running a matrix organization is higher than a
functional or pure project organization because of the
increased number of managers involved in the administration
and decision-making process.
24
25
MATRIX ORGANIZATION STRUCTURE
Project Management Team (Planners, administrators,
supervisors) work under the direction of project
manager and has the following objectives.
1. The production of construction works satisfy client
functional requirements.
2. Completion of the project within specified time limits.
3. Completion of the project within specified cost limit.
4. Construction to specified standards
5. Preservation of health and safety people involved.
PROJECT MANAGEMENT TEAM
26
a) Project Manager • Project Manager keeps authority and responsibility to
manage the project.
• In appointing project manager, client will consider:
the qualification and experience required,
persons to whom he is responsible,
his terms of reference
limits of his authority,
his personal qualification, leadership skill.
TEAM ORGANIZATION
27
TEAM ORGANISATION (continued)
b) Steering Committee
In government project there may be difficulties in
fitting a project manager. Therefore, a steering
committee is established having functions of:
determining terms of reference for project
manager's team
approving the project management team
monitoring progress of the project
removing obstacles to progress the project.
28
c) Assistants of Project Manager
The composition of the team changes as
the project progress.
• The minimum continuous requirements
for Project management team are:
Project manager
Secretary
• For large projects there may be fulltime
Planning engineer
Quantity surveyor
Health and safety specialist.
TEAM ORGANISATION (continued)
29
A good contractor always,
keeps the staff at a minimum
places the right man at right position
gives freedom and responsibility
well defines the areas of each man
CONTRACTOR'S SITE ORGANIZATION
30
Contractor site key personnel are:a) the agent
b) site engineer
c) Office manager
d) general foreman
e) plant manager (foreman)
For large projects a contract manager also is appointed.
For small jobs, the duties of agent and site engineer may be combined and one foreman may be employed instead of two foreman.
KEY SITE PERSONNEL FOR CONTRACTOR
31
a) The Agent responsibility to direct and control the whole work.
has power to employ men, hire machinery, purchasematerial and employ sub contractors
all information are centralized upon him
his instructions go to right person by office manager and subagents.
his power depends on : size of the job
distance from head office
policy of the firm
his standing within the firm
knowlegeable in civil engineering works
a good organizer and command men
business senses to make profit
CONTRACTOR’S SITE KEY PERSONEL (continued)
32
b) The Site Engineer
checks that works are constructed to the right lines and
levels.
advises the agent on design and engineering matters
he has a section to look after in detail, measuring up the
works in his/her section weekly or monthly.
his duties are:
taking site levels
levelling & lining construction works
planning temporary works, roads, bridges
dealing with power supply & water supply & drainage.
keeping progress and quality reports.
CONTRACTOR’S SITE KEY PERSONEL (continued)
33
c) The Office Manager The agent’s principal administrator within site office.
His responsibilities are: papers works
order for materials
receiving and checking accounts
making pay sheets etc
also administer pay clerk order clerk correspondence secretary accounts clerks invoice checker store keeper Messenger tea boys staff cars drivers night watchmen
34
CONTRACTOR’S SITE KEY PERSONEL (continued)
d) General Foremen
he is the agent's right hand man for the execution of works
on the site.
he should have wide practical knowledge and experience.
he is able to read engineering drawings
he is actual boss of the workmen
he has foresight and planning ability
his major responsibility is to keep the work moving ahead
as planned.
35
CONTRACTOR’S SITE KEY PERSONEL (continued)
e) Plant manager
He is advised by the agent for long-term plannings
He is advised by the general foremen for short term
(day to day plannings)
His major responsibility is
To maintain and make services of the plant
to keep them ready to be used any time
to maintain power supplies on the site.
36
CONTRACTOR’S SITE KEY PERSONEL (continued)
37
Agent
Sub Agents
or Deputy Agent
Site Engineer
Assistant or Divisional
Engineers
Measurement
Engineers
Draughts men
Chainmen
General Foreman
Divisional Foremen
Gangers
Labourers
Foreman
Carpenter
Carpenter
Labourers
Plant
Manger
Fitters
Electrician
Chief
Clerk
Accounts
Clerk
Wages
Clerks
Store Keeprs
Checkers
Typists
CONTRACTOR’S SITE STAFF FOR A MEDIUM SIZED JOB
a. Resident Engineer
He is the engineer's representative & chief
responsible on the site to control the works done by
the contractor.
He is the opposite member to the agent for the
engineer.
his job is of seeing the works are built as the
engineer has designed
sees that contractor carries out all his obligations
he is responsible in all cases only to the engineer.
THE ENGINEER'S SITE ORGANIZATION
38
DUTIES OF THE RESIDENT ENGINEER
39
1. Coordinate the work of various contractors; to agree
detailed programs of works; to check that all
necessary instructions have been given to contractors,
2. Check all the materials are ordered in good time and all
necessary permits for them are obtained,
3. See that the requirements of specifications in regard to
materials and workmanship are compiled with the
contractors.
4. To watch for faulty workmanship or material, and to
issue instructions for remedying such faults.
5. Check the line and level and layout of the structure
conforms to the drawings.
6. Issue further instructions and classifications of detail as
are necessary,
7. Measure the amount of the work done for the purpose
of payment and to calculate such payments
8. Keep records of all measurements and test, and to bring
plans into conformity with the work as actually executed.
9. Act as a channel for all claims and disputes and to
provide the facts which are relevant
10. See that the finished works are free from defects, tested
and set properly functioning
11. Report regularly to the engineer on all the above matters.
However, this list does not necessarily include all the duties,
the resident engineer may have delegated to him other duties.
40
DUTIES OF THE RESIDENT ENGINEER (CONTINUED)
i) Engineering AssistantsThey assists the Resident engineer
The resident engineer continuously inform them about the progress
They take part in every section to improve their experience,
ii) InspectorsContinuously inspect the work outside and they
usually work outside
They are skilled tradesmen having practical experience
They advise the resident engineer when needed
They must be able to judge quality, workmanship and finish of work
THE RESIDENT ENGINEER'S STAFF
41
42
Office
Manager
Clerks
Typists
Contracts
Engineer
Account
Clerk
Records
Clerk
Deputy or Assistant
Resident Engineers
Assistant
Engineers
Inspectors
Resident Engineer
Specialist
Engineers
Soil
Mechanics
Concrete
Survey
Etc.
Draughts men
ENGINEER’S CONTROL STAFF FOR MAJOR PROJECTS
The aspects to be taken into consideration
while installing a new site are:
1. site layout
2. site access
3. Storage
4. Plant
5. site huts
6. temporary services
7. fencing
SITE INSTALLATION
43
1- Site layout
Every site has different shape, nature and
environment. However, the considerations are:
a) Analyze contract drawing and documents in detail
b) Check restrictions for permanent structures
c) Analyze construction methods to obtain required
space.
d) And then work out the area of the site left for
temporary structures, storage etc.
e) Site layout is especially important in towns with
limited space
44
SITE INSTALLATION (CONTINUED)
45
A TYPICAL CONSTRUCTION SITE LAYOUT
2- Site accessTwo types of accesses are considered
• Actual entrance from public highway
• access within the site
Actual entrance practical and sensible
approved by police and local Highway authority
permanent access could be temporary access
good visibility and clear obstructions
direction signs smooth flow of vehicles
width of the access should be enough for wide vehicles
Details of access should be given to emergency services.
46
SITE INSTALLATION (CONTINUED)
Access within the Site:
convenient for loading and unloading
one way system is useful on large sites
If there is overhead cable put checker points on
two sides
access and roadway kept maintained, water
drained
Separate car park for small vehicles and for
vehicles not in use.
47
SITE INSTALLATION (CONTINUED)
3. Storage
Storage on site is needed for:
to have enough material in stock
economic buying with bulk buying
expected changes in manufacturing
late delivery problems
limited availability.
48
SITE INSTALLATION (CONTINUED)
4. Plant
• Selection of plant depends
primarily on the work to be done
secondarily on size and nature of the site.
• Keep records of plant
• Plant will be licensed and registered
• Static plant should have correct sitting place, e.g. tower-crane, concrete mixing plant, etc.
49
SITE INSTALLATION (CONTINUED)
5. Site huts They are temporary building for duration of
construction
They could be prefabricated or mobile caravans
They are used for administrative purposes, storage,workshops etc
telephone should be provided in huts
They are placed near to site access for
a) finding easily by visitors
b) watching the persons & vehicles entering orleaving the site.
Huts are kept in groups according to their purposes, usages and required infrastructure, e.g. electricity, gas, internet, drainage, water supply etc.
50
SITE INSTALLATION (CONTINUED)
6) Temporary services
On a construction site the temporary services are
– electricity,
– water,
– telephone,
– internet and
– drainage facilities.
7) FencingFencing is required
for protection of public
for securing premises
cost implications for feasibility for fences 51
SITE INSTALLATION (CONTINUED)
HOMEWORK 1
AFTER GRADUATING YOU HAVE DECIDED TO
ESTABLISH A CONSTRUCTION CONTRACTOR
COMPANY.
WHAT TYPE OF AN ORGANISATION CHART
YOU PREFER TO USE FOR YOUR NEW
COMPANY AND WHY? DRAW THE CHART AND
EXPLAIN THE RESPOSIBILITIES AND
AUTHORITIES OF EACH POSITION.
WRITE A REPORT TO ANSWER THIS
QUESTION WITH NOT LESS THAN 500
WORDS.
SUBMIT YOUR REPORT ON 13rd MARCH 2017.52
STARTING THE
CONSTRUCTION WORKS
CIVL493S
Pre-commencement meeting and
start-up arrangements
Once a contract has been awarded, a meeting is
necessary. Such a meeting will be attended by the
employer or his key staff concerned, the engineer and
his proposed resident engineer, and the contractor's
manager and agent. Subjects of meeting are as follows:
• Exchange of addresses, telephone numbers, etc. and
establishing agreed lines of communication.
• Clarifying the resident engineer's delegated power,
and advising the contractor of his proposed staffing
and supervisory arrangements.
• The contractor's report on the agent's experience in
the type of work involved, in order that his
appointment can be approved by the engineer.
• Any particular needs for temporary works designs or
special methods of construction proposed.
• Arrangements for provision of sets of contract
documents to the contractor and indication of any
further drawings that will be supplied (e.g. bar
schedules).
• Progress by the contractor in obtaining bonds and
insurance (this is especially important where early
access to site is expected since this may not be
permitted until bond and insurance are secured).
• Proposed date for commencement, which, if not
agreed, will be set by the engineer after taking the
views of the contractor concerning his readiness to
mobilize, and of the employer concerning the
readiness of the site for occupation.
• The programme for construction which the contractor
is to produce within 21 days of award of contract, and
the consequent needs of the contractor in respect of
further information and drawings to prevent delay.
• The contractor's health and safety plan and how this
will work in conjunction with the employer's and
engineer's responsibilities for safety.
• Provisions for access to the site the employer may
require for his own staff.
The contractor's initial work• The contractor's agent will come to site with a small
nucleus of permanent employees to get started on the
actual work of construction as soon as possible.
• He visits the local employment office or employment
agencies to make arrangements for taking men on site.
• The agent need some clerical assistance on site from
the start; his office manager will accompany him and
will start getting to site a wide variety of equipment,
machinery and materials.
• Some will be sent from depot of contractor's head
office, but a large amount of supplementary equipment
may be required from local sources.
• Consumables required: picks, shovels, tools, fuel,
timber, office stationery, protective clothing, lighting
equipment, temporary fencing, furniture, canteen
equipment.
• Plant may be hired for digging trenches to lay water
supply and drainage, and a dozer for site clearance.
• A gang of men will be set fencing off the site, another
gang on making foundations for huts, and a third gang
on access road requirements.
• Site engineer is necessary for the setting out.
• The agent will start arranging for delivery to site some
materials required for early works.
• Sampling and testing can take a long time, so must be
started early if good quality concrete is required early
on the job.
• The agent visits with the resident engineer local
suppliers of ready-mixed concrete plants.
• It sometimes requires the combined efforts of the agent
and resident engineer to get early installation of
services such as telephones, power lines, sewer
connections and water supply.
The resident engineer's workWorks before going to site• The resident engineer should examining the contract
drawings and specifications, and have an opportunity
to have conversations with the designers.
• He should make a file of all information for:
• soil test data;
• geological information;
• levels and benchmarks used;
• rainfall and runoff data;
• details of special materials or equipment to be
incorporated in the job;
• addresses of authorities and personnel
• a brief history of how the job came about and the
dates and references of major decisions.
• the pre-tender Health and Safety Plan.
• Once the resident engineer is appointed everyone
expects him to take responsibility for seeing that all
site matters are done in due time.
• Thus the programme of construction to be agreed
between the contractor and the engineer will be one of
the documents carefully studied by the resident
engineer, so that he can check it in detail for its
consequences.
• The resident engineer must make sure he has with him
a final copy of the contract documents as awarded.
The site office• If possible, the resident engineer should prefer his site
office to be placed so that, the main traffic in and out of
the site can be observed.
• The office itself can range from a simple hut to a
veritable barracks, according to the size of the job.
• On a moderate sized job where the resident engineer
has two or three engineers to assist him he will need
• his own room;
• a drawing office for engineers;
• a secretary's office and filing room;
• a washroom and toilet;
• a small kitchen area where hot drinks can be made;
• a room where wet clothes can be stripped off and
hung up to dry;
• small store room for surveying and other equipment.
• Laboratories to be placed near his office.
Early matters to discuss with the agent• The laying of services to the job site - telephone, water
supply, electric power and drainage.
• The agent may ask the resident engineer to approve
proposals for hard standing for cars and the routing of
access roads.
• The liquid wastes, drainage and sanitation may prove
difficult to solve and require a treatment plant.
• The agent needs to know what are the local benchmarks
which have been used for the original survey of the area
for setting out purposes.
• The next topic may be the construction programme as a
whole.
Some early tasks for the resident engineer• At the end of the first week the resident engineer will
have a number of tasks to do.
• If bulk excavation is about to start, take levels of the
natural ground since there will be no chance later of
finding what the natural ground levels were.
• If the contractor has taken his own levels over the site
and the resident engineer has let pass the opportunity
of checking them, he will be in no position to argue
against the contractor's figure for the excavation.
• Another early task is to carry out and agree with the
contractor the state of existing buildings which might
be affected by construction of the contract works, and
the state of approach roads to the site. In this survey
sets of photographs of existing cracks or damage, as
well as general views, form an important part.
• The resident engineer must see that all productive top-
soil is stripped and stacked separately for later re-use.
• The question of disposal of excavated material will be
considered, like permissions, environmental effects,
etc.
• The next task the resident engineer is to check the
delivery times for any equipment or materials to be
supplied under other contracts or by the employer.
• On overseas jobs there may be many separate
contracts for the supply of materials.
• All these separate supply contracts have to be checked
in detail to ensure that nothing has been missed.
Meeting the employer• Shortly after his arrival on site the resident engineer
should see if the employer wishes to meet him.
• The employer may, for instance, be hoping that certain
sections of the work can be completed and made use of
by him before completion of the job as a whole; or he
may want certain sections left for the time being
because there is alteration possibilities.
• These matters impinge directly upon the contractor's
programme and could change the cost of the job.
• Therefore, they have to be looked into by the engineer.
• Many finishes, and particularly colour schemes, are
best left for the employer to choose.
• He may also need to attend meetings with local
community representatives to report on progress and
future activities and to try to find ways of minimizing
any nuisance caused by construction of the works.
Setting up the clerical work• It will be necessary to set up a system for the handling
of correspondence, measurement of quantities and
checking of contractor's interim payment applications,
and for log sheets of all technical data.
• Petty cash, 'enough but no more' must not be
forgotten.
• Petty cash never seems to balance, when the sum total
of what it should be comprises a miscellany of stamps,
a variety of small change, some crumpled notes, a
bunch of folded receipts, and list of expenditure in
practically everybody's handwriting.
• A deficit one week can become a surplus the next, and
vice versa.
• However, overall deficit is balanced from the salary of
resident engineer !!!
THANKS FOR YOUR
ATTENTION
67