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Chapter 1

Noraziah Hamid
December 16, 2014

Chapter 1

PRELIMINARY ESTIMATING METHOD

Noraziah Hamid

December 16, 2014
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  1. CC 301 QUANTITY MEASUREMENT  TOPIC 1: PRELIMINARY ESTIMATING METHOD

     Prepared By : NORAZIAH BINTI HAMID  Lecturer Of Quantity Measurement/JKA/PUO 1
  2. 1.0 THE PRELIMINARY ESTIMATING METHODS Introduction:  Proceed!! I want

    to proceed this project!!! o.k You can start pay for our fees. 7
  3. Stage of construction work. Stage 1 –Briefing From owner to

    Architecture Stage 2 – Preliminary Architecture + Quantity Surveyor 8
  4. Stage of construction work. Local Authority TNB IWK MBI Stage

    3 Design (Architecture +Structure Engineering) 9
  5. Stage 4 Bill quantity (BQ) -Estimate - tender or -

    not to proceed?? Stage 5 Tender a.invite contractor to bid tender b. select contractor to win the tender Stage 7 Construction a. Manage site b. payment Stage 6 Contract Stage 8 Final certification (CF or CCC ) 10
  6. PRELIMINARY ESTIMATING METHOD 1.1 Determine the preliminary estimating method a.Done

    after an architect’s drawing d. Early estimation: guidance by the developer b. completed c. used to compare : compatibility building cost and it’s design. e. To maintain the progress of the project. 11
  7. Owner /Client + Architect Brief to the Architect. Sketch/ Drawing:

    Specification: • illustrate • view • Font • Key-plan • Scheme region • size • material • Work quality • workmanship • standard Owner/Client 12
  8. 1.1 Definition of Preliminary Estimating Preliminary Estimating To roughly estimate

    the cost of the project Definition of Preliminary Estimating To get the cost of the project D e f i n i t i o n : 13
  9. Preliminary Estimate?? my Financial status ? I can proceed with

    the project ??? Financial • Loan • OD • Cash • ???? 17
  10. Preliminary Estimate?? benchmark my Financial status ? I can’t afford

    ??? I can’t proceed with the project ??? 18
  11. Preliminary Estimation *can used as a platform to get aids

    from financial institution. I can’t afford ??? I can’t proceed with the project ??? Company funds not sufficient to proceed the project 19
  12. 1.1.1 Importance of Preliminary Estimating b. For a Contractor to

    bid the tender Contractor - have knowledge on: to interpret a preliminary estimation. 20
  13. 1.1.1 Importance of Preliminary Estimating b. For a Contractor to

    bid the tender have to logically estimate the building cost: The price they come up with will be: Tender Price!! because Contractor 21
  14. 1.1.1 Importance of Preliminary Estimating b. For a Contractor to

    bid the tender Early estimation may also : to project their: Profit margin!! used Contractor 22
  15. 1.1.1 Importance of Preliminary Estimating C. For Design Team to

    Design Accordingly Design Team Architect QS T.A T.A Engineers Civil Structure Mechanical Electrical 23
  16. Design Team • Architect • Quantity Surveyor • Civil and

    structural Engineers • Mechanical and Electrical Engineers Co operate To make sure Design Building Construction price and Balance within the allocated budget and To ensures?? 24
  17. 1.1.1 Importance of Preliminary Estimating D. To know the Profit

    Rate.  When a client / developer propose for a new project investment, they would definitely want to know their profit returns. Profit return Cost effective!!! 26
  18. profit 25% • A project is considered profitable if a

    client/ developer can obtain profit return from the investment. 28
  19. 1.1.1 Importance of Preliminary Estimating  D. As a Guidance

    for the Financial Institution Financial Institution Amount of loan • needs to know client Apply by • Only sponsor Project • Profitable • Not risky 29
  20. 1.1.1 Importance of Preliminary Estimating  E. Quotation from Sub

    Contractor to General Contractor Main Contractor Sub- Contractor Project • Divide the whole project into small part Domestic Nominated sub-contractor trade special 30
  21. 1.1.1 Importance of Preliminary Estimating E. Quotation from Sub Contractor

    to General Contractor  Therefore:  should also have Sub- Contractor Preliminary estimation knowledge of 31
  22. 1.1.1 Importance of Preliminary Estimating  F. To know the

    percentage and types of building elements. Total cost of building Building Cost Such as: • Material cost • Labour cost • Logistics cost i.e: company liability Such as: 32
  23. Total cost can be split into several elements such as:

    a) Piling e) Roofing b) Frame f) Finishing c) Walls g) Building Utilities d) Stairs h) External Works 33
  24. G. Costs And Design Analysis To Future Information.  All

    of the information that is acquired during : project planning, tendering, construction and commissioning is archived future project. 34
  25. 1.1.2 Relate the uses of the Preliminary estimating methods. 

    A construction cost estimate serves one of the three basic functions: design bid control bid monitoring the project during construction, competitive bidding or negotiation encountered run parallel with the planning and design 35
  26. 1.1.2 Relate the uses of the Preliminary estimating methods. 

    For establishing the financing of a project: used either: design estimate bid estimate or 36
  27. Types of Construction Cost Estimates  a. Unit Valuation method

     b. Floor Area Method  c. Cubic content method Have plan, measurement, information such as size, specification Have plan, measurement, information such as size, height specification & more details 3 types: 37
  28. 1.1.3 Unit Valuation method  For instance,  Cost of

    a completed school building = RM 100,000.00  Building Occupancy = 100 students  Therefore, cost per unit occupancy (students) = RM 100,000.00 / 100  = RM 1, 000.00/ occupancy 38
  29. 1.1.3 Unit Valuation method  By using the above information,

    the estimation for a new school building is feasible.  For example, if a school building  Therefore, estimated cost price : 200 students = 200 x RM 1, 000.00/occupancy = RM 200,000.00/occupancy 39
  30. 1.1.3.1 Advantages of Unit Cost Method: 1. Easy method. 2.

    The client has a price projection of the building based or quantity, occupancy, etc. 3. Suitable for similar projects like hospitals, schools, stadium, and theatres. 40
  31. 1.1.3.2 Disadvantages of Unit Cost Method: 1. Inaccuracy happens as

    evaluation does not include the: size, measurements and built up area of the building. size measurement Built up area. NO…… 41
  32. 1.1.4 FLOOR AREA METHOD  How to measure ? length

    x width acquired from the architect drawing proposed building plan. 42
  33. 1.1.4 FLOOR AREA METHOD  Condition: Building works  The

    measurement of the length and width is taken from one external wall to other external wall Wall Plan Length = 15.0 m Width= 6.0 m External wall surface Internal wall surface 43
  34.  Based on the diagram above, the length = 15.0

    meters and the width = 6.0 meters. Floor Area = Length x width = 15.0 m x 6.00m = 90.0 m² Building works 44
  35. Building works  For instance, if a readymade building is

    priced at RM 200.00 per square meter,  therefore the price rate for the proposed building should be roughly around: Floor Area x price rate/m² = 90.0 m² x RM 200 =RM 18,000.00 45
  36. External work  Building : or  For or only

    like car parks, terraces, do not have walls Have half walls only half of the total floor area. 47
  37. Total Cost:  Preliminaries Works = RM ?????  Add

    (+)  Building Works = RM ?????  Add (+)  P.C Sums = RM ?????  Add (+)  Provisional Sums = RM ????? Total cost by floor Area method RM ???? 49
  38. For an example; referring to the diagram of a floor

    plan below: Room 2 Room 1 7000 mm 8200 mm 3200 mm 4500 mm 5000 mm 50
  39. Floor Area: Building Area  * External to external Building

    Area: =Length x width = 8.20 m x 7.00 m = 57.40 m² Void Area: Length x width = 3.20 m x (3.80 m ) = 12.16 m² Building Area = 45.24 m² 51
  40. Floor Area: Garage Area = ½(Garage Area) Garage Area: =

    ½ x (Garage Floor Area) =1/2(Length x width) = ½(3.20 m x 4.50 m) = 7.20 m² 52
  41. Total Floor Area: Building Area+ ½(Garage Area)  * External

    to external Building Area = 45.24 m² Garage Area: = ½ x (Garage Floor Area) =1/2(Length x width) = ½(3.20 m x 4.50 m) = 7.20 m² 53
  42. 1.1.4.1 Advantages of Floor Area Method: 1. More accurate from

    Unit valuation method 2. Easy and time effective 3. The calculation technique quit simple and easy. 1.1.4.2 Disadvantages of Floor Area Method: 1. Does not take building height into consideration 2. The price is still not accurate as it based on floor area only. 3.Not accurate because it is only roughly calculation. 55
  43. 1.1.5 Cubic Content Method:  The Building Volume Method’s accuracy

    is more or less the same as the Floor Area Method.  The way to obtain the volume of the building is to multiply the height of the building with the floor area.  Measurements are obtained from architectural drawings.  However, the height of the building depends to the type of roofs used on each building. 56
  44. Roofs can be divided to two categories:  A. GABLE

    ROOFS  Gable roofs are roofs that have an inclination of more than 15 degrees. There is also cross hipped gable roofs.  i. Pitch Roof   Pitch of roof > 15 ̊ from horizontal line  Can divide into 2 types of pitch  - Full pitch  - Half pitch 57
  45. For an example; referring to the diagram of a floor

    plan below: Room 2 Room 1 7000 mm 8200 mm 3200 mm 4500 mm 5000 mm 58
  46. FULL PITCH ROOF T=3.20 m H=18.00 m 45° Full Pitch

    roof Ceiling Level Ground Level 59
  47. Full Pitch  Formula: Cubic Content Method(Volume)  Volume =

    (Length x Width) x (Height) = (Area) x (¾ T + H ) = 52.44 m² x (¾ x3.2 m + 18.0 m ) = 52.44 m² x 20.4 m = 1,069.78 m³ 61
  48. Half Pitch  Formula: Cubic Content Method(Volume)  Volume =

    (Length x Width) x (Height) = (Area) x (½ T + H ) = 52.44 m² x (½ x3.2 m + 18.0 m ) = 52.44 m² x 18.64 m = 977.48 m³ 62
  49. Pitch Roof Uses Roof Area  Height of roof (

    T ) = 3.2 m  Height of building ( H ) = 18.0 m (Until on the top of pad footing)  Formula of using roof area ( h )  h = ¾ x T Height = H + (h) = 18.0 m + (¾ x T) = 18.0 m +( ¾ x 3.2 m) = 18.0 m + 2.4 m = 20.4 m 63
  50. Pitch Roof Unuses Roof Area  Height of roof (

    T ) = 3.2 m  Height of building ( H ) = 18.0 m (Until on the top of pad footing)  Formula of using roof area ( h )  h = ½ x T  Height = H + (h) = 18.0 m + (½ x T) = 18.0 m +(½ x 3.2 m) = 18.0 m + 1.6m = 19.6 m 64
  51.  B. Flat Roof  Flat Roof is defined as

    roofs with an inclination of less than 15°.  There are two types of flat roofs, one is fully flat roof and the other is flat roof with  parapet walls. The total building height fully flat roof is measured from the  Surface of the footing to the plus by 0.6 m 65
  52. 1.1.4.1 Advantages 1) Most accurate. 2) Suitable for all type

    of building. 3) Simple, fast, accurate. 1.1.4.2 Disadvantages 1) Need the detail drawing. 2) Take time to get the volume. 66
  53. a. Flat roof with parapet wall Parapet wall < 600

    mm height Total of height must be measure from: Top surface of footing 600 mm allowance Height = H + 0.6 m 67
  54. a. Flat roof with parapet wall Parapet wall > 600

    mm height Total of height must be measure from: Top surface of footing Height of parapet wall Height = H + height of parapet wall 68
  55. Half Pitch + Flat Roof  Formula: Cubic Content Method(Volume)

     Volume = (Length x Width) x (Height)  = (Area) x (H + 0.6 m) = 38.44 m² x (2.8 m + 0.6 m) = 38.44 m² x 3.4 m = 130.70 m³ 70
  56. FLAT ROOF 0.75 m H=2.8 m Flat Roof Ceiling Level

    Ground Level Parapet Wall 0.6 m 71
  57. Half Pitch + Flat Roof(Parapet wall)  Formula: Cubic Content

    Method(Volume)  Volume = (Length x Width) x (Height)  = (Area) x (H + 0.6 m) = 38.44 m² x (2.8 m + 0.75 m ) = 38.44 m² x 3.55 m = 136.46 m³ 72