6109ENG Construction Project Management: Luxury House Project Report

This document presents a comprehensive solution to a construction project management assignment focused on the 'Luxury House -1 Construction' project located in Gold Coast, Queensland. The project involves a detailed review of architectural plans, an itemized list of tasks required for construction, a work breakdown structure (WBS), a detailed estimate of resources and costs for each activity, a PDM diagram, a time analysis including ES, LS, and floats, a Gantt chart created using Microsoft Project, a resource analysis with histograms, and considerations for resource leveling. The report also includes an engineering, procurement, and construction project budget, team member work packages, a critical path method (CPM) diagram, estimated costs, and a risk management plan, with a focus on meeting environmental regulations and the client's objectives within a $10 million budget and a December 2018 completion date. Desklib offers a wealth of similar solved assignments and past papers to aid students in their studies.

6109ENG Construction Project Management, semester 1, 2018
Construction Project Management for
Luxury House -1 Construction
DECCLARATION
We declare that tis research proposal contains no material which has submitted for
assessment in any subject at Griffith University. To the best of our knowledge and
belief, this research proposal contains no material that has been previously published by
any other person, except where due acknowledge has been made.
Student ID Family Name Other Names Signature
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6109ENG Construction Project Management, semester 1, 2018
Contents
DECCLARATION.............................................................................................................................1
PROJECT SUMMARY..............................................................................................................3
INTRODUCTION.............................................................................................................................4
Architecture design and function components.........................................................................4
Architectural plan review..........................................................................................................4
Building envelop........................................................................................................................5
Schedule overview....................................................................................................................6
Foundation, finishes and structure Narrative............................................................................7
Local condition..........................................................................................................................7
Methodology.................................................................................................................................8
Project cost evaluation..............................................................................................................8
LEED consideration..................................................................................................................11
Optimizing value engineering..................................................................................................12
Statement of General Conformance.......................................................................................13
Time Schedules of activities....................................................................................................14
Cost of Schedules of activities.................................................................................................16
Schedules of activities histogram............................................................................................18
Grantt chart.............................................................................................................................19
List of the tasks required.........................................................................................................20
Engineering, Procurement and Construction Project Budget approved.................................22
Team members work package................................................................................................24
Critical Path Method (CPM) diagram for service facility project.............................................26
Estimated Costs for the Construction Projects........................................................................27
Risk management plan for program delays.............................................................................48
Conclusion..................................................................................................................................50
References................................................................................................................................51
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6109ENG Construction Project Management, semester 1, 2018
PROJECT SUMMARY
Joyce and Gerry McGrade are the clients for McGrade house; the luxury house is
situated at 41 Rankin Pde, main beach Queensland. The house has been deliberately
planned according to the standard control codes and anticipated to meet the
environmental regulation policies. The proprietors are set to open the building by
December 2018; they are being dynamic and aspiring by executing precipitation water
reap and water catching for the reuse in certain plumbing apparatuses.
The proprietors will be satified with the culmination of the luxury McGrade house on
the off chance that it will meet around $10 million spending plan, on the off chance that
it will be open lately on December 2018, on the off chance that it meet both the standard
control of construction codes and environmental regulation policies.
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6109ENG Construction Project Management, semester 1, 2018
INTRODUCTION
Architecture design and function components
McGrade luxury house is another facility that comprise of three building segment that
are isolated by slab floors. The basement is meant for parking of vehicle and furthermore
it has a segment of support of the lift. The ground floor had three bedrooms, study room,
rumpus room, laundry, washrooms and latrine in every room and store room, lastly the
first floor that have the replica of ground floor.
Architectural plan review
During the architectural plan review the following will be considered;
1. Verification of the loads imposed on the structure due to dead load, fixed
equipment, storage, live load.
Comment;
They are all coordinated with structural assumptions.
2. Verification of adequacy of non-structural components.
− Ceilings and soffits
Comment;
Their connections resist vertical and lateral loads
− Equipment, storage racks, cabinets and casework
Comment;
Their connections resist vertical and lateral
− Parapets, architectural ornamentation and appendages
Comment;
Their connections resist vertical and lateral
3. Verification of architectural dimensions (thickness of walls, depth of roof
structure, etc.).
Comment;
Their coordination are well fitted
4. Verification of the wood.
Comment
They are all protected against moisture, decay, and termites
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6109ENG Construction Project Management, semester 1, 2018
5. Verification of the enclosed spaces
Comment;
They are well adequately ventilated.
6. Verification of the adequate roof drainage has been provided.
Comment;
They are all provided
Building envelop
The building envelope will contain materials that incorporate block around the base of
the working up to a precast banding. The banding will fill in as a change to larger than
average brick work boards. Aluminum Cladding is additionally utilized for outside
dividers and shade spaces. Customer facing facade style Glass Walls will likewise be
utilized all through the McGrade luxury house.
One of the principle highlights of the building will be its Metal Canopy that stretches out
finished the Main Entry.
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6109ENG Construction Project Management, semester 1, 2018
Figure 1: Building envelope
Schedule overview
The total project is booked to take around 530 Days. Substructure is anticipated to keep
going for around 165 days, superstructure will take around 130 days and the rough in
and complete course of events is around 140 days. Building closeout incorporates testing
for LEED point confirmation and other testing and parities, and also last punch list
work. Final completion is relied upon to be on twentieth December 2018. See Gantt
diagram Summary Schedule.
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6109ENG Construction Project Management, semester 1, 2018
Foundation, finishes and structure Narrative
The soil being unstable will expect geopiers to be built under footings to make a high
load bearing capacity. Whatever is left of the site and sheds will utilize spread footings.
The area of pool on the back side of the house territory will include the establishment of
sheeting and shoring, a mud tangle, and unique water-sealing of the Pool Structure all
around.
Fundamentally the house will be built in three portioned segments of floors.
The Substructure and Superstructure will both take after comparative grouping ways.
The basement Section and core of the building will always lead followed by the ground
floor and afterward the first floor. By sectioning the calendar all through the procedure
teams will have the capacity to be of small sizes and more beneficial, if different
exchanges have officially moved out of a specific zone before the following group
beginning its work. There is however various exchanges that will require tight joint
effort to make progress on this undertaking. The essential illustration being, the
Electrical Contractor and Masonry Contractor the same number of square dividers
should be roughed in while being built. The Rough-in and finish schedule will follow a
similar sequence by starting in the basement, progressing to the ground floor and then
finishing in the first floor of building.
Local condition
Normally in the Australia region the favored strategy for development is cast in place
concrete. It is intriguing that the basic framework is mostly standard steel construction.
With building height not being a plan constraint, in regard to augmenting number of
floors this may have figured into the technique method chosen.
The site permits restricted nearby stopping which is accessible. The encompassing zone
is generally private and road stopping will give adequate parking spots amid
development.
Numerous construction recycling organizations are accessible to the Queensland area,
from aggregate site recycling to arranging and hauling services.
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6109ENG Construction Project Management, semester 1, 2018
The soil bearing capacity does not require much more than the use of geo-piers in
specific areas. Spread footings are adequate in many territories and for segregated
structures around sports facilities.
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6109ENG Construction Project Management, semester 1, 2018
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6109ENG Construction Project Management, semester 1, 2018
Methodology
Project cost evaluation
Table 1: Square foot estimates summary
Construction cost Source Construction cost per
square meter
$3,994, 992 D4 cost estimating $170.92
$4, 120, 400 R.S mean $213.45
$8,000,000 Actual $385.74
The project task has a financial plan of $10 million and building expense of $8 million.
The genuine building cost per square meter was ascertained to be $386. In Table 1, a
correlation with the parametric gauge made utilizing D4 Cost Estimating can be seen;
the evaluations made in this report give off an impression of being low.
The genuine building cost considers the numerous civilities and offices made for
McGrade extravagance house. In D4 it is entirely taking a gander at square meter and a
comparable size of the building.
The gauge utilizing Cost works (RS Means) has brought about a gauge of $4.1 million.
The amendments made to the base square meter cost include: changing in accordance
with proper story tallness and edge and also some extra civilities. The substantial
contrasts can be represented in the distinctions in the plan of the task contrasted with
different offices. RS Means square meter cost information can't represent the numerous
pleasantries incorporated into the real development expenses of McGrade luxury house.
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6109ENG Construction Project Management, semester 1, 2018
Table 2: MEP and structural cost estimates summary *Estimated Values
System System cost % total Cost per square
meter
Mechanical $5,000, 000* 16 $60.50
Electrical $3,000,000 12 $48.67
Structure $2,000,000* 4 $16.75
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6109ENG Construction Project Management, semester 1, 2018
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6109ENG Construction Project Management, semester 1, 2018
LEED consideration
The McGrade luxury house is presently anticipated to meet LEED Gold under LEED for
Program. This rating will be accomplished by concentrating on Indoor Air Quality and
Optimizing Energy Performance. A huge segment of the rooftop (more than 40%) will
be broad green rooftop gardens, while the rest of the territories will be an exceptionally
intelligent EPDM roofing material. Summary of the LEED can be seen below in Table
3.
Table 3: LEED 2009 New construction and major renovation
LEED 2009 New construction and major renovation
Categories points planned to be
earned
yes may be No
maintainable site 15 2 6
Water Efficiency 10 3 0
Atmosphere and Energy 11 0 19
Resources and materials 7 1 5
Quality Indoor Environmental 15 0 3
Design Process and Innovation 3 1 2
Credits of Regional Priority 0 0 0
Total 61 7 35
gold = 60 to 79 points
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6109ENG Construction Project Management, semester 1, 2018
Optimizing value engineering
The analysis begins with an examination concerning the green rooftop. Where the
properties of the green rooftop examination included: cost, warm effectiveness, storm
water stockpiling limit, weight, and construction span. Warm properties of the green
rooftop framework are extremely intricate and will require cautious and innovative
contemplations. Construction term for the rooftop framework can be diminished
strikingly. At last, cost will be computed with changes and effects of alternate
frameworks to decide the feasibility of taking out the green rooftop. To finish up this
analysis taking LEED affirmation, Value Engineering and Schedule Reduction into
thought will decide the dangers and openings related with Optimizing Value
Engineering.
Green rooftops give numerous focal points and burdens that should all be considered
when choosing on the off chance that it is a reasonable choice for a material gathering. A
couple of favorable circumstances to green rooftops are: storm water administration
properties, goes about as a warm mass, capacity to clean the air and conceivable long
haul vitality funds. A few inconveniences are: high introductory costs, expanded rooftop
dead loads, support concerns and exorbitant repairs if required.
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6109ENG Construction Project Management, semester 1, 2018
Statement of General Conformance
FOR ARCHITECTS/ENGINEERS WHO UTILIZE PLANS,
INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY
OTHER LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS
(Application No. ________342______________ File No. _____1247-04_________)
The drawings or sheets listed on the cover or index sheet
This drawing, page of specifications/calculations have been set up by other plan experts
or advisors who are authorized and additionally approved to get ready such illustrations
in this state. It has been analyzed by me for: 1) outline plan and seems to meet the
suitable prerequisites of Title 24, California Code of Regulations and the task
determinations arranged by me, and
2) Coordination with my plans and determinations and is adequate for joining into the
development of this undertaking.
The Statement of General Conformance "might not be understood as calming me of my
rights, obligations, and duties under Sections 17302 and 81138 of the Education Code
and Sections
4-336, 4-341 and 4-344” of Title 24, Part 1. (Title 24, Part 1, Section 4-317 (b))
I find that: All drawings or sheets listed on the cover or index sheet
This drawing or page
is/are in general conformance with the
project design, and
has/have been coordinated with the project plans
and specifications.
is/are in general conformance with the project
design intent, and
has/have been coordinated with the project plans
and specifications.
Signature Date Signature Date
Architect or Engineer designated to be in
general responsible charge
Architect or Engineer delegated responsibility
for this portion of the work
Print Name Print Name
License Number 342 Expiration Date
02/02/2019
License Number Expiration Date
15
x
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6109ENG Construction Project Management, semester 1, 2018
Time Schedules of activities
Table 4: Time schedule of activities
Activities
number
Descriptions Duratio
n
Early
start
Early
finish
Late
start
Late
finish
Total
float
Free
float
5 PROJECT
NOTICE
APPROVAL
3 26
may
2018
28
may
2018
26
may
2018
28
may
2018
0 0
10 DEVELOP
WORK PLAN
7 29
may
2018
6
June
2018
29
may
2018
6
June
2018
0 0
15 FORM PROJECT
TEAM
5 9
June
2018
13
June
2018
9
June
2018
13
June
2018
0 0
20 DESIGN
CONTRACTOR'S
WORK
2 16
June
2018
17
June
2018
25
June
2018
26
June
2018
7 0
25 IN-HOUSF:
DESIGN WORK
3 16
June
2018
18
June
2018
16
June
2018
18
June
2018
0 0
30 DESIGN
BRIEFING
MEETING
1 18
June
2018
18
June
2018
27
June
2018
27
June
2018
7 0
35 PROJECT SITE-
WORK DESIGN
1 19
June
2018
19
June
2018
25
June
2018
25
June
2018
4 0
40 ON-SITE
UTILITIES
DESIGN
1 19
June
2018
19
June
2018
7
Aug
2018
7
Aug
2018
35 0
45 A/E DESIGN
BUILDING A
1 19
June
2018
19
June
2018
19
June
2018
19
June
2018
0 0
50 FLOOR PLAN
GROUND
10 20
June
2018
3
July
2018
30
June
2018
11
June
2018
7 0
55 SITE GRADING
PLAN
12 20
June
2018
7
July
2018
26
June
2018
11
June
2018
4 0
60 STORM-
WATER
DESIGN
10 20
June
2018
3
July
2018
8
Aug
2018
21
Aug
2018
35 0
65 FLOOR PLAN
FIRST FLOOR
15 20
June
2018
10
July
2018
20
June
2018
10
June
2018
0 0
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6109ENG Construction Project Management, semester 1, 2018
70 FOUND/STRUCT
OF THE
BUILDING
45 3
July
2018
3 Sep
2018
22
June
2018
22
Sep
2018
13 0
75 ARCH FINISHES
OF THE
BUILDING
30 3
July
2018
13
Aug
2018
12
Aug
2018
22
Sep
2018
28 15
80 SANITARY
SEWER DESIGN
21 10
July
2018
1
Aug
2018
10
July
2018
1
Aug
2018
0 0
85 DOMESTIC
WATER
SYSTEM
7 5
Sep
2018
12
Sep
2018
5
Sep
2018
12
Sep
2018
0 0
90 PLUMBING. 10 2
Oct
2018
12
Oct
2018
2
Oct
2018
12
Oct
2018
0 0
95 FINAL
INSPECTION &
APPROVAL
3 3
Dec
2018
6
Dec
2018
3
Dec
2018
6
Dec
2018
0 0
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6109ENG Construction Project Management, semester 1, 2018
Cost of Schedules of activities
Table 5: Cost of schedules of activities
Activities
number
Descriptions Duration Cost
5 APPROVAL OF
PROJECT
NOTICE
3 $500
10 WORK PLAN
DEVELOPMENT
7 $1200
15 FORMATION OF
PROJECT TEAM
5 $850
20 CONTRACTOR'S
WORK DESIGN
2 $3000
25 IN-HOUSF:
DESIGN WORK
3 $1500
30 BRIF MEETING
ON DESIGN
1 $1200
35 WORK DESIGN
ON PROJECT
SITE
1 $1400
40 ON-SITE
UTILITIES
DESIGN
1 $1200
45 A/E DESIGN
BUILDING A
1 $1500
50 FLOOR PLAN
GROUND
10 $9000
55 PLAN OF SITE
GRADING
12 $14000
60 STORM-WATER
DESIGN
10 $2000
65 FIRST FLOOR
FLOOR PLAN
15 $26000
70 FOUND/STRUCT
OF THE
BUILDING
45 $31200
75 ARCH FINISHES
OF THE
BUILDING
30 $49000
80 DESIGN OF
SANITARY
SEWER
21 $12000
85 DOMESTIC 7 $9000
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6109ENG Construction Project Management, semester 1, 2018
WATER
SYSTEM
90 PLUMBING. 10 $28500
95 FINAL
INSPECTION &
APPROVAL
3 $3500
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6109ENG Construction Project Management, semester 1, 2018
Schedules of activities histogram
3 10 15 17 20 21 22 23 24 34 46 56 71 116 146167 174 184187
0
10000
20000
30000
40000
50000
60000
cost
cumulative frequence on duration
cost ($)
Figure 2: Histogram of schedules of activities
.
20

6109ENG Construction Project Management, semester 1, 2018
Grantt chart
Figure 3: Grant chart of cost of schedule of activities
21
PROJECT NOTICE APPROVAL
FORM PROJECT TEAM
IN-HOUSF: DESIGN WORK
PROJECT SITE-WORK DESIGN
A/E DESIGN BUILDING A
SITE GRADING PLAN
FLOOR PLAN FIRST FLOOR
ARCH FINISHES OF THE BUILDING
DOMESTIC WATER SYSTEM
FINAL INSPECTION & APPROVAL
0 5 10 15 20 25 30 35 40 45 50

6109ENG Construction Project Management, semester 1, 2018
List of the tasks required
Table 6: list of activities Project: 060608/WBS-1 Pacific Motorway
CONCEPT PHASE
Project Management
Appoint Project Manager
Community Engagement
Project Proposal
Determination of a functional Necessities and Scope
Project Proposal production
Development of Options Analysis and Recommendations
Develop Concept Planning Brief
Procure Concept Planning Consultant
Produce Options Analysis and Recommendations
Recommend Preferred Option
Approved Recommended Option
Develop Preferred Option
Business Case
Review Risk Register and Project Estimate
Produce Business Case
Financial Approval
DEVELOPMENT PHASE
Project Management
Project Management General
Development Phase
Prepare Design Brief
Community Engagement Development Phase
Preliminary Design
Procure Preliminary Design Consultants
Produce Preliminary Design
Detailed Design
Procure Detailed Design Consultants
Obtain Legislative Approvals and Permits
Produce Detailed Design
Contract Documents
Produce Contract Documents
Pre-tender Financial Approval
Preliminary Works
Obtain Approval for Preliminary Works
Acquire Right of Way
Procure Public Utility Plant (PUP) Services
Procurement
Engage Contract Administrator
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6109ENG Construction Project Management, semester 1, 2018
Procure Contractor
Contract Financial Approval
Contract Award
IMPLEMENTATION PHASE
Project Management
Project Management (General)
Implementation Phase
Community Engagement Implementation Phase
Contract Administration
Practical Completion Certificate
Construction
Principal's Responsibility
Official Opening
FINALISATION PHASE
Project Management
Project Management (General)
Finalization Phase
Defects Liability Period
Final Certificate
Community Engagement - Finalisation Phase
Complete Project Handover Report
Evaluate Project Performance
Post Implementation Review
Close Out Consultation
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6109ENG Construction Project Management, semester 1, 2018
Engineering, Procurement and Construction Project Budget approved.
Facility Budget
Site-Work.. ...................... $522,400
Grading
Paving
Landscaped
On-Site Utilities ................... $1 73,700
Storm water
Sanitary Sewer
Domestic Water
Underground Electrical
Natural Gas
Maintenance Building........... .$1,083,600
Architectural
Structural
Electrical
Plumbing
Heat & Air
Project Management.............. $19,350
Clerical
Procurement . . . . . . . . . . . . . . . . . . . . . $1 57,000
Procurement . . . . . . . . . . . . . . . . . . . . . $1 57,000
Crane
Elevators
Construction Bids
Total Directs = $3,053,150
Contingency ..................... $1 50,000
Total Approved Budget = $3,203,150
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6109ENG Construction Project Management, semester 1, 2018
Work Breakdown Structure (WBS) for service facility
A/E Building
Architectural
Dan Milter plot
plan
Architectural floor
plan
Plot plan sanitary sewer site improvement
Floor plan - fencing
structural
Electricity - landscaping
foundation
Structural Water paving
Foundation Domestic - sub base
mechanical
Fire protection concrete
plumbing
Mechanical Telephone - parking /walk heat
and air
Plumbing Domestic
electrical
Heat and air Security aggregate finish
Electrical
25
A/E Building
Kathy Dilch
Contract design
Dan Milter
In house design
Jan Thomas
On- site utilities
Fred James
Site-work
Jan Thomas
EPC project
Jim James

6109ENG Construction Project Management, semester 1, 2018
Finishes
Team members work package
Work package
Title: Maintenance Building
WBS: 20021
1. Scope
Required scope of work: Architectural
Service to be provided: floor plan drawing
Services not included in this Work Package, but included in another work
package:
 House units drawing plan
Services not included in this Work Package, but will be performed by:
2. Budget
Table 7: showing Budget
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6109ENG Construction Project Management, semester 1, 2018
Personnel
assign to
the job
Work –
hours
$-cost CBS
code
Acct
Computer
services
Type Hour $-cost
Fredrick
James
10 $20 2345 Typing
and
printing
6 $5
Total work – hour = 10 personnel cost = $200
Computer hours = 6 computer cost = $30
Traveling Reproduction Other
Expenditures Expenditures Expenditures
$50 + $100 + $70 = $200
Total Budget = cost of Labor + cost of Computer + Traveling cost + Other
costs = $350
3. Schedule
Table 8: Schedule
OBS
Code
Task of Work Accountable
person
Date to start Date to end
2376 Floor plan
drawing
Fredrick James 16 June 2018 18 June 2018
Work package: start date: 16 June 2018 end date: 16 June 2018
Additional comment: The work must be completed as agreed in all terms and
conditions
Prepared by: Peter Kelvin Date: 02 march 2018
Approved by: David Jones Date: 05 march 2018
Critical Path Method (CPM) diagram for service facility project
27
Finish

6109ENG Construction Project Management, semester 1, 2018
Figure 4: Critical Path Method (CPM) diagram for service facility project
28
Project
notice
approval
Develop
Work plan
Form
project
team
Design
contractors
work
In- house
design
work
Design
briefing
meeting
Floor plan
Design
review
Foundation
structure Mech/elecArch finish
Sanitary
sewer
On- site
utilities
design
Site work
design
review
Fencing of
the area
Concrete
paving
Site
grading
Project
site work
design
Utilities
design
review
Phone
system
design
Domestic
water
system

6109ENG Construction Project Management, semester 1, 2018
Estimated Costs for the Construction Projects
Bored excavation for 300mm diameter piers
Table 9: Total volume is calculated by considering bulking factor of soil
Item Particulars Unit Quantit
y
Rate $Cost
1 Bored excavation volume for 53
Ø300mm and 2.5m deep piers
Cross sectional area of pier = πr2 = π
x 0.152 = 0.07m2
Volume of pier = cross sectional
area x depth
= 0.07 x 2.5 = 0.18m3
Volume of 53 piers = 0.18m3 x 53 =
9.54m3
Assume bulking factor of 1.4 (clay
soil), total volume of soil material to
be excavated for boring of piers =
1.4 x 9.54 = 13.6m3
m3 14 $53571.43 $750,000
Summary:
A total of 53 53 Ø300mm and 2.5m deep pier bores shall be excavated. For all the 53
piers, a total volume of about 14m3 of soil material will be excavated for the piers to be
bored.
Table 10: Bulk excavation for general site preparation
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6109ENG Construction Project Management, semester 1, 2018
Item Particulars Unit Quantity Rate $ Cost
2 Bulk excavation m3 150 $3,533.3
3
$530,000
Overall bulk area of excavation (plus
working space) = (12.83 + 4.08 +
2.00) x (11.87 + 2.00)
= 18.91 x 13.87 = 262.28
Estimated depths at corners: NE –
0.69m, NW - 0.55m, SE – 0.50 and
SW – 0.45)
Average depth = (0.690 + 0.54 +
0.45 + 0.40)/4 = 0.55m
Volume of bulk excavation = area x
depth
= 262.28m2 x 0.55m = 144.25
Assume that only one side is battered
= 18.91m x 1.0m wide x 0.55m =
10.40m3
Since battering is done at 45 degrees,
battered volume is = 0.5 x 10.40 =
5.20
Total volume of bulk excavation =
144.25 + 5.20 = 149.45
Summary:
A total of 150m3 of shall be excavated from the site during general preparation of the
site. This bulk volume includes working space, which extends outside the building
towards the boundary by 1m. The longest side of the building shall also be battered at an
angle of 45 degrees and a width of 1m from the building. The total bulk volume of
150m3 to be excavated includes the actual site of the house, working space and battered
30

6109ENG Construction Project Management, semester 1, 2018
volume. The subcontractor has to use this value to determine the most suitable
equipment to use for bulk excavation and if the excavated material will have to be cart
away.
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6109ENG Construction Project Management, semester 1, 2018
N25 concrete for the ground slab (beams, patio slab and pad footings)
Thickness of slab = 150mm = 0.15m
Thickness of beam = 450mm = 0.35m
Width of beam = 100mm = 0.1m
Table 11: N25 concrete for the ground slab (beams, patio slab and pad footings
Item Particulars Unit Quantity Rate $ C
3 N25 Concrete for ground slab m3
Slab on ground = length x width x
slab thickness
= 12.83m x 11.87m x 0.15m =
22.84
m3 23
Patio slab = length x width x
thickness
= 6.35m x 1.67m x 0.15m = 1.59
m3 2
Family room = length x width x
thickness
= 5.51m x 4.08m x 0.15m = 3.37
m3 4
Beams on slab = total length of
beams x width of beam x depth of
beam
= 82.82m x 0.1m x 0.45m = 3.73
m3 4
Pad Footings
Area = 10(1.2 x 0.9) + (0.35 x 2.4)
= 10.80 + 0.84 = 11.64m2
Volume = area x depth
= 11.64 x 0.35 = 4.074
m3 5
Total m3 38 $22,894.7
4
$870,000
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6109ENG Construction Project Management, semester 1, 2018
Summary:
A total volume of 38m3 of N25 concrete shall be required for the whole ground slab,
including beams, patio slab and pad footings but excluding piers. Depending on the mix
design recommended by the engineer, it noes becomes easier to determine the volume of
concrete ingredients (concrete, coarse and fine aggregates and sand) needed for the
ground slab.
SL72 reinforcing mesh for the ground slabs
Table 12: SL72 reinforcing mesh for the ground slabs
Item Particulars Unit Quantity Rate $ C
4 Number of SL72 Reinforcing Mesh
Sheets
4 (a) Area of ground slab to be reinforced
with mesh (including 50mm cover)
= length x width = 11.98m x 11.02m
= 132.02m2
Area of family room to be reinforced
with mesh
= length x width = 4.66m x 3.68m =
17.15m2
Total area of slab to be covered =
132.02 + 17.15 = 149.17m2
m2 150 $6,00
0
$900,000
4 (b) Number of sheets = total area of slab/
effective area of SL72
Total area of slab to be reinforced with
SL72 mesh = 150m2
Effective area of SL72 sheet = 5.8m x
2.2m = 12.76m2
Number of SL reinforcing mesh sheets
No 12
33

6109ENG Construction Project Management, semester 1, 2018
= 150/12.76 = 11.76
Summary:
The total area of slab that requires to be covered by the SL72 reinforcing mesh is 150m2.
Based on this area (and putting into consideration the required overlap length and cover
at the edges), the number of 6.0m x 2.4m with 400mm lap SL72 reinforcing sheets
required to complete the slab is 12.
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6109ENG Construction Project Management, semester 1, 2018
Lengths of SL12TM for ground slab construction
Table 14: Lengths of SL12TM for ground slab construction
Item Particulars Unit Quantity Rate $ C
5 Length and number of SL12TM
Trench Mesh
5
(a)
Length of trench mesh (including
200mm lap)
= length of one trench x number
of trenches
= 13.23m x 3 = 39.69m
= length of one trench x number
of trenches
= 12.27m x 3 = 36.81m
= length of one trench x number
of trenches
= 4.48m x 2 = 8.96m
= length of one trench x number
of trenches
= 5.91m x 1 = 5.91m
Total length of trench mesh =
39.69 + 36.81 + 8.96 + 5.91 =
91.37
m 92 $13,043.48 $1,200,000
5 (b) Number of SL12TM trench mesh
16 sheets
= Length of trenches/length of
trench sheets
= 92/6 = 15.33
No 16
35

6109ENG Construction Project Management, semester 1, 2018
Summary:
The total length of SL12TM trench mesh needed for ground lab (including overlap of
200mm at each end) is 92m. Since each trench measure comes in 6m lengths, the
number of lengths of SL12TM trench mesh needed is 16. Therefore the contractor will
have to supply 16 sheets of 6m long SL12TM trench mesh.
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6109ENG Construction Project Management, semester 1, 2018
Structural steel
Table 15: Structural steel
Item Particulars Unit Quantit
y
Rate $ C
6 Structural steel tonnes 1.78 $1,432,584.3 $2,550,000
B1
Weight = 25.7kg/m x 12.83m =
329.73kg
B2
Weight = 32kg/m x 12.83m =
410.56kg
B3
Weight = 14kg/m x 11.87m =
166.18kg
B4
Weight = 14kg/m x 11.87m =
166.18kg
B6
Weight = 14kg/m x 11.87m =
166.18kg
B5
Weight = 31.6kg/m x 12.83m =
405.43kg
L1
Weight = 14.6kg/m x 4.08m =
59.57kg
L2
Weight = 14.6kg/m x 5.51m =
80.45kg
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6109ENG Construction Project Management, semester 1, 2018
Total weight = 329.73 + 410.56
+ 166.18 + 166.18 + 166.18 +
405.43 + 59.57 + 80.45 =
1784.28kg
Summary:
The total weight of structural steel needed for the project is 1.78 tonnes.
Plasterboard
Table 16: Plasterboard
Item Particulars Unit Quantit
y
Rate $ C
7 Plasterboard
7
(a)
Area of plasterboard
Assume that the height of plasterboard
wall is 2.4m
Area of wall = length of wall x height
of wall
A1 = 11.93m x 2.4m = 28.63m2
A2 = 11.93m x 2.4m = 28.63m2
A3 = 11.93m x 2.4m = 28.63m2
A4 = 11.93m x 2.4m = 28.63m2
A5 = 10.97m x 2.4m = 26.33m2
A6 = 10.97m x 2.4m = 26.33m2
A7 = 10.97m x 2.4m = 26.33m2
A8 = 10.97m x 2.4m = 26.33m2
A9 = 3.63m x 2.4m = 8.71m2
m2 245 $1,632.7 $400,000
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6109ENG Construction Project Management, semester 1, 2018
A10 = 3.63m x 2.4m = 8.71m2
A11 = 4.61m x 2.4m = 11.06m2
A12 = 4.61m x 2.4m = 11.06m2
Total area of walls = 4(28.63) +
4(26.33) + 2(8.71) + 2(11.06) =
259.38m2
Deduct area of doors and windows
Total area of doors = 5(2m x 0.9m) =
9.00m2
Area of windows = 6(1.2m x 0.8m) =
5.76m2
Total area of doors and windows =
9.00 + 5.76 = 14.76m2
Net measure = 259.38 – 14.76 =
244.62m2
7 (b) Number of plasterboard sheets
The selected size of plasterboard
sheets is 1200mm wide and 2400mm
long
Area of one plasterboard sheet = 1.2m
x 2.4m = 2.88m2
Number of sheets = net measure of
wall/area of one sheet
= 245m2/2.88m2 =85.07
No 86
Summary:
The total area of wall that will be covered with plasterboard is 245m2 and a total of 86
plasterboard sheets measuring 1200mm wide and 2400mm long shall be required for the
project.
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6109ENG Construction Project Management, semester 1, 2018
66x18mm finished DAR primed pine skirting
Table 17: 66x18mm finished DAR primed pine skirting
Item Particulars Unit Quantity Rate $ C
8 66x18mm finished DAR primed pine
skirting
8 (a) Length of skirting
L1 = 11.93m
L2 = 11.93m
L3 = 11.93m
L4 = 11.93m
L5 = 10.97m
L6 = 10.97m
L7 = 10.97m
L8 = 10.97m
L9 = 3.63m
L10 = 3.63m
L11 = 4.61m
L12 = 4.61m
Total length of skirting = 4(11.93) +
4(10.97) + 2(3.63) + 2(4.61) =
108.08m
Plus 5% wastage
Total length of skirting (including
wastage) = 1.05 x 108.08 = 113.48
m 114 $2,631.5
8
$300,000
8 (b) Number of skirting lengths
The selected length of 66x18mm
finished DAR primed pine skirting is
No 48
40

6109ENG Construction Project Management, semester 1, 2018
2.7m
Number of skirting lengths = length
of skirting/ selected length of skirting
L1: 11.93m/2.7m = 4.42 = 5 sheets
L2: 11.93m/2.7m = 4.42 = 5 sheets
L3: 11.93m/2.7m = 4.42 = 5 sheets
L4: 11.93m/2.7m = 4.42 = 5 sheets
L5: 10.97m/2.7m = 4.06 = 5 sheets
L6: 10.97m/2.7m = 4.06 = 5 sheets
L7: 10.97m/2.7m = 4.06 = 5 sheets
L8: 10.97m/2.7m = 4.06 = 5 sheets
L9: 3.63m/2.7m = 1.34 = 2 sheets
L10: 3.63m/2.7m = 1.34 = 2 sheets
L11: 4.61m/2.7m = 1.71 = 2 sheets
L12: 4.61m/2.7m = 1.71 = 2 sheets
Total sheets = 8(5) + 4(2) = 48
Summary:
The total length of skirting is 114m and a total of 48 lengths of 66x18mm finished DAR
primed pine skirting measuring 2.7m long shall be required for the project.
41

6109ENG Construction Project Management, semester 1, 2018
Ceramic floor tiles
Table 18: Ceramic floor tiles
Item Particulars Unit Quantity Rate $ C
9 Ceramic floor tiles
9 (a) Amount of ceramic floor tiles
Family room = 4.08m x 5.51m =
22.48m2
Plus 10% wastage = 1.10 x 22.48m2
= 24.73m2 ≈ 25m2
Meals room = 2.43m x 4.68m =
11.37m2
Plus 10% wastage = 1.10 x 11.37m2
= 12.51m2 ≈ 13m2
Kitchen
Floor tiles: 4.59m x 6.11m = 28.04m2
Plus 10% wastage = 1.10 x 28.04m2
= 30.85m2
Wall tiles (under cupboards) =
2(4.59m x 1.8m) + 2(6.11m x 1.8m)
= 38.52m2
Plus 10% wastage = 1.10 x 38.52m2
= 42.37m2
Total kitchen = 30.85 + 42.37 =
73.22m2 ≈ 74m2
Foyer/stair area = 1.71m x 1.09m =
1.86m2
m2 115 $6,956.5
2
$800,000
42

6109ENG Construction Project Management, semester 1, 2018
Plus 10% wastage = 1.10 x 1.86m2 =
2.05m2 ≈ 3m2
Total = 25 + 13 + 74 + 3 = 115
9 (b)
(i)
Number of boxes of floor tiles
Number of boxes of floor tiles = area
of floor tiles/1.2m2 = (25 + 13 + 31 +
3)/1.2 = 72m2/1.2m2 = 60
No 60
9 (b)
(ii)
Number of boxes of wall tiles
Number of wall tiles = area of wall
tiles/1.4m2 = 43m2/1.4m2 = 30.71
No 31
Summary:
A total area of 115m2 (including family room, meals room, kitchen and foyer/stair area)
shall be tiled. 60 boxes of floor tiles and 31 boxes of wall tiles shall be required for the
project.
External opening
Table 19: External opening
Item Particulars Unit Quantity Rate $cost
10 External opening
Door frames, windows and finishes
m2 672.5 $892.1
9
$600,000
Wrot mahogany
Rebated frame
200 mm * 50 mm = 0.2 m * 0.05 m =
0.01 m2
Number of frame = 3000
Quantity = 0.01 * 3000 = 30 m2
Architrave
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6109ENG Construction Project Management, semester 1, 2018
50 mm * 25 mm = 0.05 m * 0.025 m =
0.00125 m2
Total number = 1000
Quantity = 0.00125 * 1000 = 1.25 m2
Total area = 30 + 1.25 = 31.25
Number of doors = 22
Total area = 31. 25 m2 * 22 = 627.5 m2
Carpenter rate per hour = $45
Total time taken = 15 hours
Total labor cost = 15 hours * $45 =
$675
Windows
Windows size = 1500 mm * 1500 mm
= 2250000 mm2
Number of windows = 20
Total area = 20 * 2250000 mm2 =
45000000mm2 = 45 m2
Windows board
125 mm * 25 mm = 3125 mm2
Curtain rod
25 mm diameter chrome curtain rod
20 mm diameter curtain
Number of curtain rod = 6
Fixing of curtain rod = 6 hours
Rate of fixing curtain rod per hour =
$3
Total cost = 6 hours * $3 = $18
44

6109ENG Construction Project Management, semester 1, 2018
Table 20: plumbing cost
Plumbing
Item particulars Unit Quantity Rate Cost
A Plumbing work to Powder,
Laundry, ensuite and Bathroom
areas including the supply and fixing
of all fittings.
B Supply prices from provided
PC schedule
C Labour constants per
Rawlinson 2014
D Toilet suites to areas as noted; No 4 $25,600 $102,400
Powder - 1
Laundry - 1
Ensuite - 1
Bathroom – 1
4
Supply (PC)
$600
Labour 2.50 hrs @
$10,000/hr = $25,600
$800
each WC pan and cistern
E Shower bases to areas as
noted;
No 3 $30,500 $91,500
Powder - 1
Laundry Nil
Ensuite - 1
Bathroom – 1
3
Supply (PC)
$500
Labour 3.00 hrs @ $10,000/hr
= $30,000
$30,500
Per shower base
45

6109ENG Construction Project Management, semester 1, 2018
F Baths to areas as noted; No 1 $20,750 $20,750
Bathroom -1
Supply (PC)
$750
Labour 2.00 hrs @
$10,000/hr = $20,000
$20,750
Per bath
Total $214,65
0
Table 21: Drainage cost
Drainage
Item particulars Unit Quantity Rate Cost
A Drainage work to Powder,
Laundry, ensuite and Bathroom
areas including the supply and fixing
of all fittings.
B Supply prices from provided
PC schedule
C Labour constants per
Rawlinson 2014
D Toilet suites to areas as noted; No 5 $50,600 $253,000
Powder - 2
Laundry - 1
Ensuite - 1
Bathroom – 1
5
Supply (PC)
$600
Labour 5 hrs @ $10,000/hr =
$50,000
$50,600
E Shower bases to areas as
noted;
No 4 $30,500 $122,000
Powder - 2
46

6109ENG Construction Project Management, semester 1, 2018
Laundry Nil
Ensuite - 1
Bathroom – 1
4
Supply (PC)
$500
Labour 3.00 hrs @ $10,000/hr
= $30,000
$30,500
Per shower base
F Baths to areas as noted; No 1 $30,750 $30,750
Bathroom -1
Supply (PC)
$750
Labour 3.00 hrs @
$10,000/hr = $30,000
$30,750
Per bath
Total $405,75
0
Table 22: electricity cost
Electricity
Item particulars Unit Quantity Rate Cost
A Toilet suites to areas as noted; No 4 $30,600 $122,400
Powder - 1
Laundry - 1
Ensuite - 1
Bathroom - 1
4
Supply (PC)
$600
Labour 3 hrs @ $10,000/hr =
$30,000
$30,600
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6109ENG Construction Project Management, semester 1, 2018
B Shower bases to areas as
noted;
No 3 $30,500 $91,500
Powder - 1
Laundry Nil
Ensuite - 1
Bathroom - 1
3
Supply (PC)
$500
Labour 3.00 hrs @ $10,000/hr
= $30,000
$30,500
Per shower base
C Baths to areas as noted; No 1 $20,750 $20,700
Bathroom -1
Supply (PC)
$750
Labour 2.00 hrs @
$10,000/hr = $20,000
$20,750
Per bath
D Hot tub areas as noted; 2 $30,500 $61,000
Ensuite - 1
Bathroom - 1
3
Supply (PC)
$500
Labour 3.00 hrs @ $10,000/hr
= $30,000
$30,500
E Tape ware areas as noted; No 3 $21,000 $63,000
Laundry -1
Ensuite - 1
Bathroom - 1
3
Supply (PC)
$1000
Labour 2.00 hrs @ $10,000/hr
48

6109ENG Construction Project Management, semester 1, 2018
= $20,000
$21,000
Vanity areas as noted; No 3 $20,000 $60,000
Laundry -1
Ensuite - 1
Bathroom - 1
3
Supply (PC)
$600
Labour 3.00 hrs @ $10,000/hr
= $30,000
$30,600
Total 418,600
The approximate total cost of the project of building McGrade luxury house is $10
million
49

6109ENG Construction Project Management, semester 1, 2018
Risk management plan for program delays
Table 23: Risk management plan for program delays
Sub risk: Mean and standard deviation
1 Shortage of skilful workers 4.58
SD = 3.61
2 Time constraint 4.12
SD = 4.58
3 Sub-contractor correlated challenges 3.94
SD = 5.72
4 Project interruption 3.94
SD = 6.39
5 Inappropriate authentication of contract documents 3.
83
SD = 3.6
6 Competition offered by other corporations 3.51
SD = 6.31
7 Inappropriate project scheduling and budgeting 3.25
SD = 2.92
8 materials price increase 3.07
SD = 4.73
9 Loss resulted to variation of rate of inflation 3.05
SD = 3.45
10 Communication problem between clients 3.03
SD = 4.47
11 Loss resulted to variation of interest rate 2.99
SD = 6.17
12 Increased cost of labour 2.95
SD = 6.88
13 Shortage of Materials 2.94
SD = 4.82
14 Internal problems of management 2.93
SD = 4.19
15 Contract breached by project partner 2.91
SD = 1.99
16 Inappropriate feasibility study of project 2.86
SD = 5.07
17 Unfamiliar conditions of site 2.83
SD = 2.32
18 Inappropriate organization structure of a project
2.79
SD = 3.99
19 Loss resulted from fuel prices rise 2.75
50

6109ENG Construction Project Management, semester 1, 2018
SD = 5.5
20 Design changes 2.74
SD = 3.76
21 Distance of site from urban area 2.6
SD = 6.27
22 Team work 2.56
SD = 3.52
23 Design drawings errors 2.53
SD = 4.78
24Project adverse impact due to climatic condition 2.5
SD = 4.24
25 The project having no past similar experience 2.45
SD = 2.97
26 Procured materials having poor quality 2.39
SD = 3.48
27 material wasted by workers 2.3
SD = 4.19
28 Changes of Government policies increasing cost
2.24
SD = 3.37
29 Methodological risk 2.15
SD = 6.18
30 Lack negotiation clause in agreement 2.13
SD = 7.1
31 Poor disputes and relations with partner 2.09
SD = 3.76
32 High point of difficulty in construction 2.07
SD = 5.04
33 Inflexible environmental regulations 1.93
SD = 3.67
34 Ineffectiveness of transportation amenities 1.84
SD = 2.98
35 Deficiency in supply of water 1.78
SD = 4.93
36 Failure in Equipment 1.77
SD = 3.12
37 Insufficient project partner choice 1.73
SD = 2.23
38 Loss due to bureaucracy for late approvals 1.73
SD = 1.49
39 Disputes due to architect verses structural engineer
1.73
SD = 4.84
40 Excess materials handling 1.71
SD = 3.78
51

6109ENG Construction Project Management, semester 1, 2018
41 Government standards and codes 1.7
SD = 4.95
42 Project partner bankruptcy 1.69
SD = 7.53
43 Site accidents 1.57
SD = 3.52
44 Accessory facilities price increase 1.54
SD = 3.65
45 Loss resulted from variation of exchange rate 1.43
SD = 3.34
46 Top management changes1.43
SD = 2.54
47 Supply on fuel shortage 1.43
SD = 1.38
Conclusion
The analysis conducted on McGrade house over has created and considered elective
alternatives that enhance the first outline and development design. The last report fills in
as the perfection of this analysis and a wellspring of thoughts for future undertakings.
The discoveries and analysis are not planned at all to discover imperfections or saw
botches in the genuine task.
Building Information Modeling can be an extremely significant apparatus and process in
building development. Through the Building Information Modeling Execution Planning
Guide, created at Penn State, enables the greatest incentive to be accomplished with
BIM. The McGrade house Project Team utilized BIM adequately on the task.
Esteem Engineering is the procedure that incorporates creating and assessing elective
construction strategies and systems to increase the value of a venture. In Analysis two
the recommendation of LEED components being prohibited from the esteem designing
procedure investigates a potential circumstance if the green rooftop was incorporated
into the esteem building process. Through expulsion of the green rooftop, expanding the
R-Value of the rooftop gathering and extending the grey-water framework, esteem was
hypothetically included through a cost reserve funds and lessening of Potable water use
in the activity of the building. Also the green rooftop stack on the structure will be
52

6109ENG Construction Project Management, semester 1, 2018
evacuated permitting the size and weight of the steel encircling individuals to be
decreased.
References
DelPico, W. (2012). Estimating Building Costs for the Residential and Light
Commercial Construction Professional. New York: John Wiley & Sons.
Peterson, S. ( 2014). Estimating in Building Construction. Chicago: Pearson Education.
ASI Spray Insulation Professionals.(2011). Fireproofing + Thermal Insulation=Energy
Savings and Protection: http://www.asispray.com.
Border, T. (2011). Transportation Cost Information. (N. Diehl, Interviewer)
Clark, P. (2011). Metal Stud Crete-Earl Corporation. (N. Diehl, Interviewer)
Computer Integrated Construction Research Program. (2010). Building Information
Modeling Project Execution Planning Guide.
District of Columbia Department of Energy. (2011). Green Roofs in the District -
Showcase Projects: http://ddoe.dc.gov/ddoe.
Gamino, T. (2011). Electrical Rough in Informtion. (N. Diehl, Interviewer)
Greensulate. (2011). Green Roof Diagram and Research. What is a Green Roof?:
http://www.greensulate.com.
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