Quantification and Costing Flashcards

1
Q

1). What is GEA?

A

– Gross External Area

– This is the area of the building measured externally to outside face of the external wall at each floor level.

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2
Q

1a). What would be included in GEA?

A
– Thickness of external Wall 
 – Plant Rooms 
 – Lift Shaft and stair Core Voids at each level
 – Atria (Measured at base level only) 
 – Internal Walls and Columns 
 – Adjoining out buildings
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3
Q

2). What is IPMS 2 / GIA?

A

– Gros Internal Area
– The area of the building measured to the perimeter of the inside of the external wall, and includes loading bays.
– Includes balconies (but should be stated separately)
– This excludes open sided balconies, fire escapes, canopies, external walls, large voids.

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4
Q

3). What is IPMS 3 / NIA?

A

– Net Internal Area
– This is the area of usable / lettable space measured to the internal face of the perimeter of the external wall at each level.
– Includes balconies (but should be stated separately
– Excludes external voids, internal structural walls & columns, spaces with headroom less that 1.5m, circulation space in common area, permanent lift lobbies, toilets, cleaners cupboards, plant rooms.

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5
Q

4). Where are all these defined?

A

CoMP (Code of Measurement Practice) and IPMS (International Property Measurement Standards)
– IPMS 1 : Exterior / GEA (Also includes balconies, but stated separately)
– IPMS 2 : Interior / GIA (Also includes balconies, but stated separately)
– IPMS 3 : Occupancy / NIA (But includes internal walls and columns within an occupant’s exclusive area, balconies must allows be stated)

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6
Q

5). What is the purpose of the International Property Measurement Standard?

A

– Provides precise definitions to permit the accurate and consistent measurement of buildings
– IPMS will bring greater confidence and consistency in the global property market and allows greater transparency.
– Offers a globally recognised standard for measurement.

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7
Q

6). What are the main elements of an Elemental estimate?

A
  1. Demolition & Enabling
  2. Sub–Structure
  3. Super Structure
  4. Finishes
  5. FF&E
  6. Services
  7. External Works
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8
Q

7). What do you measure in accordance with, when cost planning?

A

NRM1 (New Rules of Measurement 1)

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9
Q

8). What do you measure in accordance with, when creating a BoQ?

A

NRM2 (New Rules of Measurement 2)

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10
Q

9). What does NRM do?

A

– Provides an elemental approach which identifies the unit to which the works are measured and the requirements for measuring the works.

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11
Q

10). How would you carry out measurement for a BoQ?

A

– I would follow the guidance set out in NRM2 – Following this guidance I would start by doing a take off of the available design information, working through elementally.
– Once I had completed the take off I would carry out a working up of the quantities into a BoQ.
– The key to a good BoQ is to as clear as possible with the notes and assumptions at the time of the measurement.
– This will leave a trail of information for reviewing the BoQ.

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12
Q

11). How would you measure RC Insitu concrete?

A

– Depends on the element (column, structural wall, upper floor, pile caps etc.)
– But would if it was a column I would start by measuring the dimensions of the column, Width, Height, Length.
– This would then allow me to calculate the cubic meters of concrete required.
– The dimensions would also allow me to calculate the square meters of formwork required.
– Then using the structural information I would be able to calculate the reinforcement required using tonnage per cubic meter.

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13
Q

12). How would you carry out a measurement for a Cost Plan?

A

– I would follow the guidance in the NRM 1.
– Following this guidance I would measure the available design information in an elemental format.
– Depending on the available information this would either be as items, quantities, or provisional allowances.

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14
Q

13). What is a provisional sum?

A

– An allowance for a specific element of the works that is not yet defined in enough detail for accurate measurement / pricing.
– These can be defined and undefined.

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15
Q

14). What are defined and undefined provisional sums?

A

–Defined provisional sums are considered to have been accounted for within the contractor’s price and programme.
– In effect the contractor is taking the risk that their estimate will be sufficient.
– Undefined provisional sums are not accounted for in the contractor’s price and programme.
– This means that the client is taking the risk for the works and the contractor may be entitled to an extension of time and additional payments.

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16
Q

15). What are prime costs, how are they different to provisional sums?

A

– Prime cost sums are allowances for services, work or materials provided by a contractor / supplier nominated by the client.
– Prime cost sums might include items that have already been purchased by the client. – They are the cost of the works added to which are the main contractor’s OH&P mark up.
– Include items such as equipment, or a specific installation by a company with a strong existing relationship with a client organisation

17
Q

16). What value engineering steps have you taken on project you have worked on?

A

– On vine street during the initial phase of stage 3, carried out a value engineering exercise on the MEPH provision.
– Looking at the MVHR provision for the student rooms, these had been over specified in the previous stage.
– It was clear that by altering the units to multi–room units the costs could be reduced while providing the same provision of air change requirement.

18
Q

17). How do you measure concrete on a building?

A

– Three main forms: Pre–Cast, Insitu RC, and Post Tension
– Precast slabs (m2), columns (nr.), beams, (nr.)
– Insitu RC slabs, columns and beams (Volume (m3), Formwork (m2), Reinforcement (t)
– Post Tension slabs, columns and beams (Volume (m3), Formwork (m2), Reinforcement (t), plus E/O for tightening strands.

19
Q

18). How do you measure steel on a building?

A

– Measure the length of the beams and columns, then using steel weights tables calculate the overall tonnage.
– Cost measure £ per ton, generally between £2,500 and £3,500 a ton for design, fabrication, delivery and installation.

20
Q

19). How did you quantify and cost variations / changes on Archway Tower project?

A

– Design information would be produced (drawings / specs).
– I would measure these accordingly (NRM2)
– Depending on the nature of the variation I would use the following methods for pricing:
– Tender Pricing documents if of a similar nature and under similar conditions – Tender Pricing documents adjusted if of a similar nature and under different conditions (adjust prelims etc.)
– Agree a fair and reasonable rate with the contractor for works which are not of a similar nature or similar conditions.
– If cannot agree on a fair and reasonable rate with the contractor use historic data and previous tender returns / quotes to agree a rate.

21
Q

20). How do you measure and quantify a unitised cladding system?

A

– Depending on the level of design I would allow for a cost / m2 rate depending on the finish, insulation, frame and fire stopping requirements. – I would deduct doors from the area and price these separately at a cost per item.

22
Q

21). How would you quantify and price a stick cladding system?

A

– This would be similar to the unitised cladding system, although I would separate out the elements for finish, insulation, frame and fire stopping requirements.
– I would deduct doors from the area and price these separately at a cost per item.