Case Study Flashcards

(81 cards)

1
Q

What is the most efficient Plan?

A

In terms of cost a simple square or rectangle is the most efficient.

A circular plan is the most efficient in terms of wall/floor ratio, however the difficult shape impacts upon internals making it less efficient.

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2
Q

What other design efficiency’s are you aware of?

A

Net Internal Area - total usable floor area excluding toilets, corridors, stairs ,etc.

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3
Q

What traditional construction methods did you base your cost model of?

A

Pad foundations in a grid format.
Strip foundations to the perimeter.
Ground bearing slab
Steel frame based upon 60kg/m2
Composite metal deck - Upper floor
Kingspan cladding to roof
External walls - Masonry and cladding
Glazing assumed at 15% of facade

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4
Q

What is the difference between a CAT A fit out and a CAT B fit out?

A

Cat A fit out is a developers fit out and creates basic functionality so this will include RAFs, Suspended ceiling, carpet tiles, power supplies, etc.

Cat B fit out is a tenants fit out which is bespoke to them so this will usually include working with interior designers, this includes furniture, internal partitions, etc.

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5
Q

What factors should be considered when choosing between a CAT A and Cat B fit out?

A

Lease Terms
Budgets
Tenant Requirements

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6
Q

What does the wall to floor ratio tell me?

A

It tells you the amount of wall area in comparison to floor area, the closer the formula is to 0.40 is deemed very efficient.
If it is high and inefficient this shows the additional costs facade costs and potentially foundation costs, etc.

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7
Q

Why does an irregular building shape create inefficiency’s?

A

This is due to the increased building perimeter and design complexities.

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8
Q

What makes the two Storey design more efficient?

A

Reduced overall building footprint
Costs for the roof and foundations are not duplicated
Utilities can be designed more efficiently

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9
Q

What was the clients main requirements on this site?

A

Parking Provisions
Cost - Cost limit

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10
Q

What are the benefits and disadvantages of a steel frame?

A

Advantages - quick erection on site, long spans, sustainability benefits, lightweight (reduces foundations requirements), manufactured offsite.

Disadvantages - Maintenance, additional fire protection, large items to be transported, volatile costs.

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11
Q

What is asbestos?

A

Asbestos is made up of fibrous minerals that is harmful to humans, causing lung cancer, asbestos was used due to it being heat and corrosion resistant.

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12
Q

What was the cost model you used?

A

The cost model followed an elemental cost plan format with a number of assumptions.

Foundations - Strip to perimeter, Pads on a 7.5m x7.5m grid to the perimeter grid, central spine of a hit and miss basis.

Steel - single storey based upon 40kg/m2, two storey based upon 60kg/m2

Upper floor - Composite concrete metal deck

Roof - Kingspan cladding

External walls - built up cladding and masonry/timber cladding

Glazing - based upon a percentage.

Office fit out was based upon a cost per m2 rate

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13
Q

How did you advise the client on reducing the risk of the site?

A
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14
Q

What did the ground conditions report tell you and what impact can this have on costs?

A
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15
Q

What was the main challenge you faced when advising on the design options?

A
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16
Q

What were the key cost drivers across the three options?

A
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17
Q

How did site constraints influence your recommendations?

A
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17
Q

Why was cost per m² such an important metric in this case?

A
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17
Q

How did you ensure your feasibility advice aligned with the client’s priorities?

A
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18
Q

Talk me through how you prepared your Order of Cost Estimates.

A
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19
Q

What assumptions did you make in your elemental cost model?

A

assumptions made were based upon discussions with the architect and the engineers.

Eaves height
Foundation types and locations
Steel tonnage
% of glazing

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19
Q

How did you validate the accuracy of your cost model at feasibility stage?

A

To validate the accuracy of the cost model i compared the cost per m2 against benchmark data.

The two contractors taken forward - HQ tender return worked out £3029m2 - £3319m2.

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20
Q

How did you explain the difference between overall cost and cost per m² to the client?

A

Cost per m2 (The Benchmark): I explained in the early design stage to get a rough idea of budget feasibility. It represents the average cost for basic construction but often misses specific site conditions, high-end finishes, or professional fees.

The overall cost is the total amount, and what the likely sum will be paid to complete the project.

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21
Q

What risks are associated with cost modelling at early design stages?

A

Low level of information
Scope creep
Assumptions

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22
How did wall‑to‑floor ratios influence your advice?
23
What does a “highly efficient” wall‑to‑floor ratio look like, and why?
Calculates external wall area divided by gross internal floor area - 0.4/0.5 is considered efficient for commercial residential. Warehouses/industrial - 0.2/0.35 (lower
24
How did you balance design efficiency with client preferences?
25
Why were Options 1 and 3 less efficient than the ideal ratio?
25
How did you explain the impact of floor‑to‑ceiling heights on cost?
26
Why was Option 1 initially attractive to the client?
26
What would have been the implications of selecting Option 1 instead of Option 3?
26
How did you justify Option 3’s higher initial cost?
26
What were the main disadvantages of Option 1?
27
Why did Option 2 have such a high cost per m²?
27
How did you explain duplicated elements (roof, foundations) to the client?
28
What made Option 2 unviable from a site‑planning perspective?
28
How did you ensure the client understood the long‑term implications of each option?
28
How did you manage the client’s concerns about cost differences?
29
Why did Option 3 ultimately represent the best value for money?
30
How did you present your findings to the client?
31
What techniques did you use to support informed decision‑making?
32
How did you handle the client’s queries about ratios and efficiency?
33
How did you mitigate the risk of future design changes?
33
What were the main risks associated with selecting the wrong design option?
34
How did you ensure the chosen option supported future flexibility?
34
What triggered the need to revisit the OPW as a potential depot?
35
How did the change in client representatives affect the project?
36
How did the government funding deadline influence your procurement advice?
37
What were the implications of splitting the HQ and OPW into two contracts?
38
What procurement routes did you consider and why?
39
Why did you ultimately reject Design & Build?
40
What were the advantages of Design & Build for this project?
41
What were the advantages of the Traditional route?
41
How did you assess whether the client could manage those risks?
42
What risks did the client retain under the Traditional route?
43
Why was the JCT 2024 Intermediate Building Contract appropriate?
44
How did the project value influence your contract recommendation?
45
How did you decide which elements should be contractor‑designed?
45
What factors made the OPW scheme suitable for an Intermediate contract?
46
Why did you recommend using Contractor’s Design Portions?
47
What risks were transferred to the contractor through these portions?
48
How did you explain the implications of design portions to the client?
49
How did procurement choice affect the ability to meet the March 2026 deadline?
49
What would have been the consequences of missing the funding deadline?
50
How did you ensure the procurement route supported timely delivery?
51
How did you manage the client’s concerns about cost certainty?
52
How did you explain the trade‑off between cost premiums and risk transfer?
52
How did you maintain trust during the change in client representatives?
53
How did you ensure the client understood the procurement implications?
54
What did you learn from managing procurement on this project?
55
What would you do differently if faced with the same situation again?
56
How has this experience improved your ability to advise on procurement?
57
How did this issue help you develop your professional judgement?
58
Did the size of the building meet the clients requirements for the office/workshop space?
59
Did the irregular shape impact upon the cost model?
Engineer advised steel frame to be based upon 60kgm2 compared to
60
What do you mean by repeated components?
The reduced building footprint reduced the roof and foundation costs as the total area was smaller. Noting discussions with the engineer around the foundations they suggested the increase would not be significant.
61
What height would need to achieve to get the wall to floor ratio of 0.4-0.5?
62
What is Net Zero?
Highly efficient structure that produces as much renewable energy on site as it consumes annually, resulting in zero operational carbon emissions. Effciency - minimise energy demand through airtight construction and efficient insulation. Renewable energy - on site tech such as solar panels
63
What impact did sustainability have on costs and your reporting to the client?
64
How did you value the sustainability provisional allowance at the early stages?
I had conversations with the design team to understand the requirements. As details were limited i included a provisional allowance of 5% of the actual build cost.
65
How does net zero work and how does it impact upon costs?