5/18/2020 SRM 752-
ADVANCED
PROJECT
MANAGEMENT
GROUP ASSIGNMENT-2
SUBMITED BY: GROUP NO. 67
SUBHASH RAMISETTY-218702486
MANISH KUMAR SANGANAMONI-219259192
TALHA AEJAZ AHMED-218713556
SUBMITED TO
Dr ADAM KREZEL
1
EXECUTIVE SUMMARY
The project resources report of the THAMP project shows the resources that required to
complete the THAMP project. This project resources report explains the project summary,
assumptions and constraints, identification of humman resources, team breakdown
structure, material procurement, financial resources and time frames of the THAMP project.
The materials that used for this project are showed in detail in the THAMP project plan (Case
project T1-2020).
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TABLE OF CONTENTS
1. PROJECT SUMMARY ……………………………………………………………………………………..4
1.1 Project Description…………………………………………………………………………………………..4
1.2 Key Assumptions & Constraints ………………………………………………………………………….4
1.3 Detailed Summary……………………………………………………………………………………………4
2 FEASIBLE PROJECT TEAM ……………………………………………………………………………….5
2.1 Human Resources Identification …………………………………………………………………………5
2.2 Resource Planning……………………………………………………………………………………………6
2.3 Team Breakdown Structure ……………………………………………………………………………….7
3 PROJECT MATERIAL PROCUREMENT ……………………………………………………………… 12
4 PROJECT FINANCIAL RESOURCES…………………………………………………………………… 15
5 TIME FRAME……………………………………………………………………………………………… 18
6 COST AND RESOURCES PROCUREMENT………………………………………………………….. 21
7 CONCLUSION …………………………………………………………………………………………….. 22
8 REFERENCES ……………………………………………………………………………………………… 23
9 APPENDIX…………………………………………………………………………………………………. 24
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List of Tables
Table 1 : Cost / Material Allocation ……………………………………………………………………………….7
Table 2 :Team Breakdown Structure ……………………………………………………………………………..8
Table 3: Permanent materials required for THAMP project ……………………………………………12
Table 4: Temporary material required for THAMP project ……………………………………………..14
Table 5: Parametric estimation of THAMP project…………………………………………………………15
Table 6: Time Frame ………………………………………………………………………………………………….19
List of Figures
Figure 1: GANTT CHART ……………………………………………………………………………………………..24
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1. PROJECT SUMMARY
1.1 Project Description
The scope of this project entails undertaking the tasks of planning, overall management,
construction as well as final delivery of 2-storey building in Elizabeth Street located at Geelong
West. The specific deliverables for this project entail: [1] development of a comprehensive /
detailed form of project management plan, [2] end-to-end planning, and overall development
and the hiring of contractor to undertake the construction activity, and [3] managing the
construction process and ensure delivery of the fully constructed building as per the design
within cost / time specifications.
1.2 Key Assumptions & Constraints
The constraints with respect to this project shall be the need for ensuring effective planning
as well as delivery by considering and aligning to construction / building design, outcomes of
site evaluation as well as compliances / certifications which are already completed, developed
and made available by client. The key set of assumptions in undertaking this project and
considered in all aspects of planning and implementation will include – [1] the site of
construction has been decided and finalized by client already as well as that all required /
mandated regulatory approvals has been obtained, [2] overall construction design will be
beyond scope of the project work and same has been completed and will be provided by
client, and [3] The project has two stages with the project planning initially undertaken and
on the basis of decision by client with respect to the final plan and its satisfaction, the
construction and the delivery of the project shall be pursued.
1.3 Detailed Summary
The proposed THAMP project will entail undertaking of various tasks like end-to-end project
planning, management of the planned tasks, construction of the 2-storey building at Elizabeth
Street across Geelong West as well as delivering the same. The specific scope of the project
can be defined as follows: undertaking the tasks of planning, overall management,
construction as well as final delivery of 2-storey building in Elizabeth Street located at Geelong
West. The cost estimated and finalized for the project has been established for $425,870.30
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and the same will include all of the project scope. The duration planned for this project will
span three months to undertake project planning and once the plan gets approved for further
action by the client, the stage 2 of construction and delivery will be undertaken which shall
span for 14 months.
The key deliverables for this project shall include –
Development of a comprehensive, detailed and specific project management plan
suitable for this project.
Planning and development of the construction activities and to hire competent
contractor to undertake the complete construction activities.
Management of the overall construction process as well as its delivery based on the
agreed design, quality and other functional specifications.
Delivery of project by not exceeding agreed / allocated budget at $425,870.30 as
well as within the timeline of 3 months for planning and 14 months for construction
delivery.
The project shall lay significant and importance on effective controls to ensure successful
outcomes and the framework of variance analysis is planned to be applied for undertaking
quality management, and the same shall entail a dedicated process of reporting and
monitoring using metrics like cost variance / schedule variance, as well as qualitative variance
for scope / quality.
2 FEASIBLE PROJECT TEAM
2.1 Human Resources Identification
In the case of this project, construction method that is feasible and one that has been decided
up on refers to the mixed form of construction, that is, cast-in-situ as well as pre-fabrication.
The method of development has been chiefly divided as three different stages as well as later
in the form of subdivisions where the same is necessary (Kerzner, 2017; Meredith et al., 2017;
Heagney, 2016).
In addition, for the actual construction work, this project shall hire an external contractor
using suitable tender process on the basis of fixed cost lump sum contract wherein the
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selected contractor shall deliver the complete construction on the agreed price that shall be
decided during the tender process (Kerzner, 2017; Meredith et al., 2017; Heagney, 2016).
Hence, the project team shall be limited to the project manager, team members, and other
consultants to aid in the project management and controls, and the overall construction shall
be delivered by the hired contractor who shall employ relevant construction crew to deliver
the project.
In this context, the human resource team can be listed as follows –
Project Management, Design and Construction Control:
Project Sponsor (Client)- Giulette
Project Manager-Talha Aejaz Ahmed
Team Member #1-Subhash
Team Member #2_Manish
External Consultant #1
External Consultant #2
Construction Activity:
Hired Contractor along with the Contractor’s construction crew
2.2 Resource Planning
The resource planning is aligned to the construction method & delivery method identified: [1]
mixed form of construction, that is, cast-in-situ as well as pre-fabrication and this method of
development has been chiefly divided as three different stages as well as later in the form of
subdivisions where the same is necessary, and [2] hiring external contractor using suitable
tender process on the basis of fixed cost lump sum contract wherein the selected contractor
shall deliver the complete construction on the agreed price that shall be decided during the
tender process.
In this context, the procurements and construction personnel shall be under the responsibility
of the Contractor with the contract signed with the project team on a fixed cost basis. The
same is detailed as follows –
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Table 1 : Cost / Material Allocation
| Human Resources | Tasks | Materials / Facilities |
Cost |
| Project Management, Design and Construction Control | |||
| Project Sponsor (Client)-Giulette |
NA | Office Space, Computers, etc. |
$120,000 |
| Project Manager Talha |
Project Planning, Management & Construction Oversight |
||
| Team Member #1- Subhash |
Project Planning Support, Project Management Support & Construction Oversight Support |
||
| Team Member #2- Manish |
Project Planning Support, Project Management Support & Construction Oversight Support |
||
| External Consultant #1 |
Expert Advice / Consultancy | ||
| External Consultant #2 |
Expert Advice / Consultancy | ||
| Construction Activity | |||
| Hired Contractor along with the Contractor’s construction crew |
Procurements and Construction Delivery |
As per Construction Plan and Contract Terms |
$602,500 |
2.3 Team Breakdown Structure
The detailed team breakdown structure is presented as follows –
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Table 2 :Team Breakdown Structure
| Project Tasks | Resources |
| THAMP Project | |
| Project Management- Initiation and Planning |
|
| Development of Project Charter & Approval from Client |
Talha, Giulette (Client) |
| Planning All of the Project Processes | Talha, Subhash, Manish |
| Finalizing and the Documentation of Project Plan |
Talha, Subhash, Manish |
| Final Reviews, Plan Approval and Work Package Completion |
Giulette(Client), Talha, Subhash, Manish |
| Requirements Assessments and Specification |
|
| Site Assessments and Collection of Data | Talha, Subhash, Manish and External Consultant #1 |
| Data Reviews and Analysis | Talha, Subhash, Manish and External Consultant #1 |
| Discussions and Reviews with the Client | Giulette (Client), Talha, Subhash, Manish |
| Identification / Development, and Finalizing Building Design and Relevant Requirements |
Talha, Subhash, Manish |
| Documentation of All Functional Requirements |
Talha, Subhash, Manish |
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| Construction Design Phase | |
| Building / Concept Design: Assessment and Review |
Talha, Subhash, Manish and External Consultant #2 |
| Building / Concept Design: Finalization & Documentation |
Talha, Subhash, Manish and External Consultant #2 |
| Assessments / Review of the Schematic Design |
Talha, Subhash, Manish and External Consultant #2 |
| Schematic Design Assessment, Closure & Documentation |
Talha, Subhash, Manish and External Consultant #2 |
| Design Development- Planning and Implementation of Design |
Talha, Subhash, Manish and External Consultant #2 |
| Completion of Design Development | Talha, Subhash, Manish and External Consultant #2 |
| Tender Process: Hiring Contractor | |
| Development & Documentation of “Request for Proposal” for Undertaking Building Construction |
Talha, Subhash, Manish |
| Issuing “Request for Proposal” To Prospective / Identified Contractors |
Talha, Subhash, Manish |
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| Receiving Quotes & Reviewing | Talha, Subhash, Manish |
| Shortlisting Contractors & Meetings for Individual Reviews |
Talha, Subhash, Manish |
| Deciding & Finalizing on Construction Contractor |
Talha, Subhash, Manish |
| Contract Signing-off | Talha, Hired contractor, Subhash, Manish |
| Administration of Contract & Building Construction |
|
| Planning All Construction Activities | Talha, Hired contractor, Contractor construction Team Subhash, Manish |
| Initiation of Construction Activity | Talha, Hired contractor, Contractor construction Team Subhash, Manish |
| Procurement of All Required Materials | Talha, Hired contractor, Contractor construction Team Subhash, Manish |
| Receiving Required Materials and Making Payments |
Talha, Hired contractor, Contractor construction Team Subhash, Manish |
| Construction Stage #1 | Talha, Hired contractor, Contractor construction Team Subhash, Manish |
| Construction Stage #2 | Talha, Hired contractor, Contractor construction Team Subhash, Manish |
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| Construction Stage #3 | Talha, Hired contractor, Contractor construction Team Subhash, Manish |
| Completion of Installation / Fittings / Plumbing / Wiring / Others |
Talha, Hired contractor, Contractor construction Team Subhash, Manish |
| Detailed Reviews & Checks | Talha, Hired contractor, Contractor construction Team Subhash, Manish |
| Defect Liability Period | |
| Project Closure | |
| Success Evaluation | Giulette (Client), Talha, Subhash, Manish |
| Ensuring Closure / Completion of All Obligations |
Talha, Subhash, Manish |
| Signing-off & Handover | Giulette(Client), Talha, Subhash, Manish |
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3 PROJECT MATERIAL PROCUREMENT
The method of material procurement for construction includes the selection, order, billing,
payment and delivery of the material necessary to building to the site. A product, equipment,
materials and subcontractors procurement task can be carried out by a procurements team
or by one or more construction suppliers. The main contractor of the project works usually to
ensure the procurement of materials is given in accordance with the project plan,
requirement and budget.
Materials are typically acquired from the supply chain, often from reputable distributors with
which the team has previously done service or which can be specified in the contract
documents. Procurement of materials is an important part of construction process, as
supplier’s demands for materials and resources would usually be overcome by contractors.
In the same way, for this THAMP project the suppliers were selected with which we are
worked before and we also considered the supplier with best quality and rates of the
materials. Material suppliers were selected from a list of the product and service to be
obtained licenced suppliers. Suppliers should be selected based on competitive bidding,
where their most favourable price for the item.
The given plan Case project T1- 2020, shows the materials required for project in detail. Below
tables shows the permanent and temporary materials required for the THAMP project. And
also the suppliers selected through bidding are given in the BOQ table:
Table 3: Permanent materials required for THAMP project
| S.No | Description | Unit | Quantity | Cost (AUD) |
Supplier |
| SUBSTRUCTURE | |||||
| 1 | 20 Mpa Concrete required for strip footing |
m3 | 68.34 | 15034.80 | Hanson Construction Materials |
| SUPER STRUCTURE | |||||
| 2 | 115mm Structural steel framed wall |
m3 | 8.94 | 1162.20 | Geelong fencing |
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| 3 | 115mm structural steel framed fire rated hardiesmart wall |
m3 | 3.33 | 832.50 | Geelong fencing |
| 4 | Brick wall | m3 | 11.49 | 1149.00 | Australia bricks |
| 5 | Flooring (BPC for Ground floor) |
m3 | 10.68 | 961.20 | Barry medew Building supplies |
| 6 | Stair case (Timber) | m3 | 5.59 | 419.25 | Barry medew Building supplies |
| 7 | Internal Walls | m3 | 8.05 | 644.00 | Barry medew Building supplies |
| 8 | Flooring (BPC for first floor) |
m3 | 7.07 | 636.30 | Barry medew Building supplies |
| ROOF | |||||
| 9 | Natural light grey cemintel territory cladding |
m2 | 11.58 | 752.70 | Madex plaster Linnings PTY LTD |
| 10 | Roofing (Timber truss with Colorbond clip lok) |
m2 | 58.01 | 8701.50 | Barry medew Building supplies |
| 11 | Windows (Double glazed with 1700 high fixed screen 25% transparency) |
no. | 11 | 1980 | Euro UPVC Windows Double Glazed Windows and Doors |
| 12 | Double glazed sifold door low-E Argon |
no. | 4 | 720.00 | Euro UPVC Windows Double Glazed Windows and Doors |
| 13 | Doors (timber) | no. | 5 | 450 | Barry medew Building supplies |
| 14 | chimney | m3 | 3.40 | 646 | Hanson Construction Materials |
| 15 | Solar panels | no. | 3 | 7500 | Australian energy upgrades |
| 16 | Fencing (timber) | m2 | 91.79 | 7343.20 | Barry medew Building supplies |
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In every construction site no matter how large the project is a variety of necessary temporary
facilities must be identified before the construction can begin on each building site. In
addition to having facilities for builders to use heavy machinery and equipment, temporary
solutions should also be provided so that any on-site contractor may use them, as well as
toilets and washrooms. And also during the construction works like footing some temporary
materials are required for the formwork. The temporary materials required for THAMP
project is given in the table below:
Table 4: Temporary material required for THAMP project
| S.No | Description | Unit | Quantity | Cost (AUD) |
| 1 | Formwork for footings | m3 | 46.36 | 1390.80 |
| 2 | Formwork for roofing | m3 | 69.59 | 2087.70 |
| 3 | Temporary toilets on site | m2 | 9 | 810 |
| 4 | Site fencing during construction | m2 | 91.79 | 2294.75 |
| 5 | Temporary Bracing for timber framework |
n0. | Required for frame work |
500 |
The average market value of the materials are considered, to estimate the permanent and
temporary materials cost for THAMP project. Also the 5% of Building cost is assumed for the
wastage of materials. So, from this average costs and wastage the material costs for the
THAMP project will be 20% of total building cost.
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4 PROJECT FINANCIAL RESOURCES
To estimate the total building costs for the THAMP project parametric estimating is used. In
this parametric estimation the total building cost will be calculated from the given formulae.
Total building cost of the THAMP project = Gross floor area * Average cost
The GFA is taken from the project plan (Case project T1-2020). Then using the Rawlinson’s
Construction Handbook 2019, the weightage of each and every stage of the THAMP project
is considered. To calculate the total cost of each stage, the weightage of that stage of total
building cost.
From the Parametric estimation Total Building cost for the THAMP project is 370,322 AUD.
The material suppliers were selected based on their price for materials and their services. The
parametric estimation of THAMP project is given in below table:
Table 5: Parametric estimation of THAMP project
| THE HOUSE AT MY PLACE (THAMP) PROJECT | Cost/m2 = |
2227.5 | |||
| GFA = | 175 | Total cost= |
370,322 | ||
| Activit y Code |
Activity | Durati on (days) |
Predecesso rs |
Cost% | Cost ($) |
| 1 | House Project | 190 | 85.50% | 316,625 | |
| 1.1 | Preliminaries and site preparations |
9 | _ | 10.40% | 38,513 |
| 1.2 | Substructure | 15 | _ | 4.40% | 16,294 |
| 1.2.1 | Excavation (20% of substructure) |
5 | Preliminarie s |
0.88% | 3,259 |
| 1.2.2 & 1.2.3 |
Strip Footing & Ground Slab (80% of substructure) |
10 | Excavation | 3.52% | 13,035 |
| 1.3 | Superstructure | 101 | 35.90% | 132,946 |
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| 1.3.3.1 .1 & 1.3.5.1 |
Timber framed wall structure (internal and external) (30% of EW and IW) |
5 | Strip Footing & Ground Slab |
5.85% | 21,664 |
| 1.3.1 | Stair case | 3 | Timber Framed wall structure |
3.20% | 11,850 |
| 1.3.2 | Upper floors | 6 | Timber Framed wall structure |
7.10% | 26,293 |
| 1.3.1.1 | Timber framed roof structure (40% of roof) |
5 | Timber framed wall structure |
2.52% | 9,332 |
| 1.3.1.2 | Roof covering (Timber truss with Colorbond clip lok) (60% of roof) |
10 | Timber framed roof structure |
3.78% | 13,998 |
| 1.3.2 | Roof | 20 | Timber Framed wall structure |
6.30% | 23,330 |
| 1.3.2 | Windows (30% of windows+external walls) |
5 | Roof covering |
6% | 21,108 |
| 1.3.3 | External walls (70% of windows+external walls) |
15 | Timber Framed wall structure |
13% | 49,253 |
| 1.3.3.1 .2 |
Face Brickwork (50% of external walls) |
5 | Windows | 6.65% | 24,626 |
| 1.3.3.2 | Natural light grey cemintel territory cladding above face brickwork (20% of external walls) |
5 | Face Brickwork |
2.66% | 9,851 |
| 1.3.4 | External Doors | 5 | Weatherbo ard cladding |
1.40% | 5,185 |
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| 1.3.5 | Internal walls | 5 | Timber Framed wall structure |
6.20% | 22,960 |
| 1.3.5.1 | Plaster board (70% of internal walls) |
5 | Timber frame & External doors & Electrical |
4.34% | 16,072 |
| 1.3.6 | Internal Screens | 5 | Plaster board |
0.80% | 2,963 |
| 1.3.7 | Internal Doors | 5 | Internal Screens |
1.40% | 5,185 |
| 1.4 | Services | Timber Framed wall structure |
15.90% | 58,881 | |
| 1.4.1 & 1.4.2 |
Plumbing rough-in (sanitrary plumbing, water supply) |
10 | External Walls & External Doors |
11.10% | 41,106 |
| 1.4.3 | Plumbing fixtures (sanitary fixtures) |
5 | Wall Finishes |
||
| 1.4.4 | Electrical (rough-in and fixtures) |
10 | Plumbing rough in |
4.80% | 17,775 |
| 1.5 | Finishes | 11.60% | 42,957 | ||
| 1.5.1 | Floor Finishes | 15 | Internal Doors |
4.30% | 15,924 |
| 1.5.2 | Wall Finishes | 10 | Floor Finishes, Internal screens & doors |
4.50% | 16,664 |
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| 1.5.3 | Ceiling Finishes | 5 | Wall Finishes |
2.80% | 10,369 |
| 1.6 | Fittings | 7.30% | 27,033 | ||
| 1.6.1 | Fitments | 10 | Ceiling Finishes |
7.30% | 27,033 |
The additional charges like contingencies and professional fee are assumed as 5% and 10% of
Building costs. After including the additional charges the total THAMP project cost is
425,870.30 AUD. The project is financed by the bank loan for 70% of the total estimated
project cost.
5 TIME FRAME
In THAMP project, management of time plays a key role for the successful competition of the
project. Generally, project schedule is prepared which comprises of various tasks and their
duration. Basically the construction of THAMP Project is divided into preliminaries, sub
structure and super structure. Under Preliminaries, all the basic requirements for the project
are accomplished. The permits required and the paperwork is done in this stage. The site is
prepared by installing the fences around the site and the required amenities at the site. In
substructure stage excavations, footing and slab are done. In superstructure stage the
construction of the whole building is done and all the finishing’s and fitments are installed.
The superstructure involves construction of columns, beams, roofs, walls and doors.
Simultaneously the essentials services plumbing and electrical are installed. The finishing’s of
wall and floor are done. Then the interior and landscaping is done for good view of the
project.
There are various methods for scheduling of the project namely PERT and Critical path
method.
Gantt chart is used to demonstrate activities and resources and explains the project
schedule.
Time management can be easily explained with the use of Gantt chart and
progress of the project can be obtained whenever required.
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The team engaged in our project should be made aware and familiar with their
roles and responsibilities and how much time would be required to carry out the
specific task.
Table 6: Time Frame
| S.no | Task Name | Duration | Start Date | Finish Date |
| THAMP Project | 190 | 20/04/2020 | 19/01/2021 | |
| 1 | Project Initiation | 15 | 10/02/2020 | 25/02/2020 |
| 1.1 | Preparing Project Schedule |
7 | ||
| 1.2 | Allocating Resources | 7 | ||
| 1.3 | Submitting preliminary drawings |
1 | ||
| 2 | Long Lead Items Procurement |
10 | 25/02/2020 | 06/03/2020 |
| 3 | Schedule Management |
7 | 06/03/2020 | 13/03/2020 |
| 4 | Site Management | 10 | 13/03/2020 | 23/03/2020 |
| 5 | Demolition | 7 | 23/03/2020 | 30/03/2020 |
| 6 | Laying Foundation | 15 | 30/03/2020 | 14/04/2020 |
| 7 | Construction of the Structure |
101 | 22/05/2020 | 09/10/2020 |
| 7.1 | Steel Erections | 15 |
20
| 7.2 | Concrete Work for roof and floor |
30 | ||
| 7.3 | Roofing | 25 | ||
| 7.4 | Windows and Doors | 10 | ||
| 7.5 | Masonry | 21 | ||
| 8 | Plumbing Works | `15 | 12/10/2020 | 30/10/2020 |
| 8.1 | Installing Plumbing | 10 | ||
| 8.2 | Flush tests and cleaning of piping |
5 | ||
| 9 | Electrical Fittings | 10 | 02/11/2020 | 13/11/2020 |
| 9.1 | Fitting electrical wiring |
5 | ||
| 9.2 | Installing Electrical devices |
2 | ||
| 9.3 | Heating and Ventilation Fixing |
3 | ||
| 10 | Finishes | 30 | 16/11/2020 | 25/12/2020 |
| 10.1 | Floor and Wall finishes with all the requirements |
25 | ||
| 10.2 | Ceiling finishes with all the requirements |
5 |
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6 COST AND RESOURCES PROCUREMENT
Project cost stays integrated with facilitating project implementations along with managing
and facilitating areas of project need margin. Facilitating the project cost helps in analyzing
areas of project work along with managing the successful implementation of the process of
project work. On the other hand, project cost also is seen to be helpful in identifying the
amount that can be invested in managing each activity of the entire project. The procurement
of the resources will be done in this project by signing a contract between the contractors
and the project management. The procurement of the resources will be done in the most
sustainable manner. The signed contract will be a proof that the work will be finished at the
| 11 | Final Cleanup | 2 | 25/12/2020 | 27/12/2020 |
| 11.1 | Cleaning Tile Floors | 1 | ||
| 11.2 | Removing extra debris from the building |
1 | ||
| 12 | Inspections | 3 | 08/01/2021 | 11/10/2020 |
| 12.1 | Architect Inspection | 1 | ||
| 12.2 | Fire Marshal and building agency inspections |
1 | ||
| 12.3 | Client inspection | 1 | ||
| 13 | Final Completion Documents Issue |
5 | 12/01/2021 | 17/01/2021 |
| 14 | Completion of THAMP Project |
1 | 18/01/2021 | 19/01/2021 |
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desired time. It will also be ensured that there are backup suppliers that can be contacted in
case of any unforeseen circumstances. The entire project will be done in a lean way and hence
during the procurement, the products will only be taken when they are needed. The resources
procurement will be planned on a day to day basis so that there are no extra resources that
get delivered to the site.
7 CONCLUSION
This report presented a detailed discussion on human resource related aspects of undertaking
this project along with detailed planning and proposals. This report provides the clear idea of
the permanent and temporary materials used for the THAMP project. The parametric
estimation is used to estimate the project budget and also the time frame of the THAMP
project is described.
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8 REFERENCES
Heagney, J. (2016). Fundamentals of project management. Amacom.
Kerzner, H. (2017). Project management: a systems approach to planning,
scheduling, and controlling. John Wiley & Sons.
Meredith, J. R., Mantel Jr, S. J., & Shafer, S. M. (2017). Project management: a
managerial approach. John Wiley & Sons.
| | Kerzner, H. (2018). Project management best practices: Achieving global excellence. John Wiley & Sons. |
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9 APPENDIX
Figure 1: GANTT CHART
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