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MEASURING QUANTITIES, PRICING & COST ANALYSIS




                      ● Mat Naim bin Abdullah @ Mohd Asmoni
                      ● Diploma QS (UTM), BSc. QS (Glasgow
                          Caledonian University), M.Eng. Construction
                          (UTM), PhD Facilities Management (UTM)
                      ●   matnaim@utm.my
                      ●   amn871969@yahoo.com
                      ●   C04-308
                      ●   019-7573760




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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Assumption No. 1:        Total land area = 10m x 10m




                                   Project Title: Construction and completion of
                                   guard house
                                   Owner: Panicsonic Sdn Bhd
                                   Architect: A to Z Sdn Bhd
                                   Drawing Title: Ground beam and foundation plan
                                   -------------------------------------------------------------------------
                                   Drawn by: Sheila
                                   Checked by: Aaron




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MEASURING QUANTITIES, PRICING & COST ANALYSIS




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MEASURING QUANTITIES, PRICING & COST ANALYSIS

                      Construction Method

 1.    Preliminaries (Initial site works) - % of total cost
 2.    Site clearance and earthwork
 3.    Foundation construction (E.g. Piling and footing)
 4.    Work below lowest floor finish
 5.    Frame
 6.    Staircase
 7.    Upper Floor
 8.    Roof
 9.    Wall and partition
 10.   Door and window
 11.   Finishes
 12.   Sundries (Built-in furniture)
 13.   Building services (M&E, ICT etc)
 14.   External works (Water reticulation, landscape etc)



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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

1) Site clearance

1.1) Clear the site including grubbing of Area of the site:
     trees, shrubs and demolish any       10 x 10 = 100m2
     existing structure and cart away
     and dump to the specified
     location.

      10.00
      10.00
     ----------
     100.00          100 m2
     ----------




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MEASURING QUANTITIES, PRICING & COST ANALYSIS




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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

2) Foundation

2.1) Piling including all related works   Area of the building:
                                          Length = 3048 + 3048 = 6096
        6.10                              Width = 3048 + 3048 = 6096
        6.10
     ----------
      37.21         37 m2
     ----------




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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

2) Foundation

2.2) Excavation for pile cap            Size of pile cap = 1219 x 1219
                                        Depth of excavation:
     9/1.22                                1524 + 50 (lean concrete) = 1574
        1.22
        1.57
     ----------
      21.03        21 m3
     ----------



                                              Excavation and Lean concrete as base
                                                               for pile cap




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MEASURING QUANTITIES, PRICING & COST ANALYSIS




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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

2) Foundation
2.3) Reinforced concrete Grade 30 for   Size of pile cap:
     pile cap                           Length = 1219
                                        Width = 1219
    9/1.22                              Thickness = 305
       1.22
       0.31
    ----------
       4.15       4 m3
    ----------



                                                     Concrete for pile cap




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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

2) Foundation
2.4) 50mm thick lean concrete Grade     Size of pile cap:
     15 for pile cap                    Length = 1219
                                        Width = 1219
   9 / 1.22
       1.22
       0.05
    ----------
       0.67       1 m3
    ----------



                                               Excavation and Lean concrete as base
                                                                for pile cap




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MEASURING QUANTITIES, PRICING & COST ANALYSIS




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MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

2) Foundation

2.5) Formwork for pile cap              Size of pile cap:
                                        Length = 1219
 9 / 4 /1.22                            Width = 1219
        0.31                            Thickness = 305
     ----------
       13.62             14 m2          9/2/1.22
     ----------                              0.31 6.81

                                        9/2/1.50
                                             0.31 8.37
                                                 15.18 15m2



              Formwork for pile cap


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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

2) Foundation
2.6) Reinforcement bar Y12 for pile cap   Length:
                                            a                    c
 9/2/ 12/ 1.53
       ----------                                      b

       330.48m x 0.89 kg/m = 294.13kg     = a + b + c – cover
       ----------                         = 305 + 1219 + 305 – 6(50)
                            = 294 kg      = 1829 – 300
                                          = 1529

                                          No. of bars:
                                          = (b/100) + 1
                                          = ((1219 – 2(50)cover )/100 )+1
                                          = 12 nos.



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                      @100 c/c




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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF                                Taker off :              Checked by:
3.1) Column stump                       Size of column stump:
3.1.1) Reinforced concrete Grade 30     Length = 229
       for column stump                 Width = 229
                                        Height = 1524 – 305 thickness of pile
    9/0.23                                         cap – (351/2) Half of beam’s
       0.23                                        thickness
       1.04                                      = 1043.50
    ----------
       0.50       1 m3
    ----------




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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.1) Column stump                       Size of column stump:
3.1.2) Formwork for column stump        Length = 229
                                        Width = 229
  9/4/0.23                              Height = 1524 – 305 thickness of pile
        1.04                                       cap – (351/2) Half of beam’s
     ----------                                    thickness
       8.61       9 m2                           = 1043.50
     ----------




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MEASURING QUANTITIES, PRICING & COST ANALYSIS




                Height of column stump

                         @100 c/c




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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.1) Column stump                       Length = a + half beam’s thickness –
3.1.3) Reinforcement bar Y12 for        cover + 2 laps
       column stump                          lap



  9/4/2.97
     ----------                                    a

     106.92m x 0.89kg/m = 95.16kg
     ----------                                        lap
                           95kg
                                        = 1524 + (351/2) – 50 + (660x2)
                                        = 2969.50




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                      General Notes




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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.1) Column stump                       Length of link: (length of CS– 2cover) x
3.1.4) R6 link in for column stump      4 +hook            Hook


  9/6/0.62
     ----------
      33.48m x 0.22kg/m = 7.36kg        =(229-100)+(229-100)+(229-100)+(229-
     ----------                         100)+100=616
                           7kg
                                        No. of link:
                                        Height of column stump = 1043.50
                                        =(1043.50/229)+1
                                        = 6 nos.




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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.2) Ground beam                        Size of ground beam:
3.2.1) Excavation for ground beam       Length=3048+3048=6096
                                        Width = 229
  2/3/6.10                              Thickness = 351
       0.23
       0.35
     ----------
       2.95m3
     ----------
                           3m3


                                               Excavation for ground beam



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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.2) Ground beam                          Size of ground beam:
3.2.2) Reinforced concrete Grade 30 for   Length=3048+3048=6096
        ground beam                       Width = 229
                                          Thickness = 351
  2/3/6.10
       0.23
       0.35
     ----------
       2.95m3              3m3
     ----------



                                                  RC for ground beam


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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.2) Ground beam                        Size of ground beam:
3.2.3) 50mm thick lean concrete Grade   Length=3048+3048=6096
        15 for ground beam              Width = 229
                                        Thickness = 351
  2/3/6.10
       0.23
       0.05
     ----------
       0.42m3             1 m3
     ----------



                                                 RC for ground beam


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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Assumption No. 1:        Total land area = 10m x 10m




                                   Project Title: Construction and completion of
                                   guard house
                                   Owner: Panicsonic Sdn Bhd
                                   Architect: A to Z Sdn Bhd
                                   Drawing Title: Ground beam and foundation plan
                                   -------------------------------------------------------------------------
                                   Drawn by: Sheila
                                   Checked by: Aaron




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MEASURING QUANTITIES, PRICING & COST ANALYSIS




                Height of column stump

                         @100 c/c




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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.2) Ground beam                        Size of ground beam:
3.2.4) Formwork for ground beam         Length=3048+3048=6096
                                        Width = 229
                                        Thickness = 351
2/3/2/6.10
       0.35
     ----------
      25.62       26m2
     ----------



                                                 Installation of reinforcement bar and
                                                           formwork for ground beam




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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.2) Ground beam                        Length = (length–2cover)+(2bend-
3.2.5) Reinforcement bar Y10 for        2cover)
       ground beam                      =(6096-(2x50))+(2x351)-(4x50)
                                        = 6498
2/3/4/6.50
     ----------
    156.00m x 0.62kg/m = 96.72kg
     ----------
                          97kg




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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.2) Ground beam                        Length of stirrup:
3.2.6) R6 stirrup for ground beam                            Hook


2/3/28/0.86
      ----------                        =(229-100)+(351-100)+(229-100)+(351-
     144.48m x 0.22kg/m = 31.79kg       100)+100
      ----------                        =860
                          32kg
                                        No. of stirrup:
                                        Length of grd beam= 6096
                                        =(6096/229)+1
                                        = 28 nos.




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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF

3.3) Ground slab                                     Area of slab including apron = length x width
3.3.1) Excavation for ground slab                    Depth of excavation = 500mm

       7.30
       7.30                                                             BRC A8
                                                                                          150mm thick
                                                                                          concrete slab
       0.50
      ----------
      26.65m3               27 m3
      ----------                                                                                  50mm thick
                                                                                                     sand

                                                                                                 300mm thick
                                                                                                   hardcore



                                                                             DPM




                                                     6096 + 1200 (apron) = 7296


      Installation of formwork,Damp Proof Membrane
         (DPM) and BRC wire mesh for ground slab



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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.3) Ground slab                        Area of slab = length x width
3.3.2) Reinforced concrete G30 in       Depth of excavation = 500mm
       ground slab
                                                                      150mm thick
                                                        BRC A8
                                                                      concrete slab
       7.30
       7.30
       0.15                                                                   50mm thick

      ----------                                                                 sand


       7.99m3                                                                300mm thick
                                                                               hardcore

      ----------   8 m3
                                                            DPM




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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.3) Ground slab                        Area of slab = length x width
3.3.3) Formwork for ground slab         Depth of excavation = 500mm

     4/7.30                                            BRC A8
                                                                     150mm thick
                                                                     concrete slab
       0.15
      ----------
       4.38m2                                                                50mm thick

      ----------                                                                sand


                           4 m2                                             300mm thick
                                                                              hardcore



                                                           DPM




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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of
Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.3) Ground slab                          Area of slab including apron
3.3.4) BRC A8 for ground slab             Depth of excavation = 500mm
                                                                       150mm thick
                                                         BRC A8
                                                                       concrete slab

       7.30
       7.30
      ----------                                                               50mm thick
                                                                                  sand
      53.29m2                                                                 300mm thick
      ----------                                                                hardcore


                           53 m2                             DPM



                                          Length = 6096 + 1200 = 7296



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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of
Guard House for Panicsonic Sdn Bhd
3) WBLFF
3.3) Ground slab                          Area of slab = length x width
3.3.5) DPM for ground slab                Depth of excavation = 500mm
                                                                        150mm thick
                                                          BRC A8
                             53 m2                                      concrete slab




                                                                                50mm thick
                                                                                   sand

                                                                               300mm thick
                                                                                 hardcore



                                                              DPM




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MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.3) Ground slab                         Area of slab = length x width
3.3.6) 50mm sand blinding for ground     Depth of excavation = 500mm
       slab
                                                                         150mm thick
                                                          BRC A8
                   53 m2                                                 concrete slab




                                                                                 50mm thick
                                                                                    sand

                                                                                300mm thick
                                                                                  hardcore



                                                              DPM




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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.3) Ground slab                        Area of slab = length x width
3.3.7) Hardcore for ground slab         Depth of excavation = 500mm

       7.30                                             BRC A8
                                                                      150mm thick
                                                                      concrete slab
       7.30
       0.30
      ----------                                                              50mm thick

      15.99m3                                                                    sand


      ----------                                                             300mm thick
                                                                               hardcore

                           16 m3
                                                            DPM




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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

3) WBLFF
3.4) Half round glazeware perimeter     Area of slab = length x width
      drain size 150mm diameter         Depth of excavation = 500mm

    4/7.30                                              BRC A8
                                                                      150mm thick
                                                                      concrete slab
      ----------
     29.20m
      ----------                                                              50mm thick

                           29 m                                                  sand

                                                                             300mm thick
                                                                               hardcore



                                                            DPM




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MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

4) FRAME                                Taker off :                       Checked by:
4.1) Column                             Size of column:
4.1.1) Reinforced concrete Grade 30     Length = 229
       for column                       Width = 229
                                        Height = Height of the wall
    9/0.23                                       = 3000mm
       0.23
       3.00
    ----------
       1.43       1 m3
    ----------



                                                Installation of reinforcement bar and
                                                             formwork for column



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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

4) FRAME
4.1) Column                             Size of column:
4.1.2) Formwork for column              Length = 229
                                        Width = 229
  9/4/0.23                              Height = 3000
        3.00
     ----------
      24.84       25 m2
     ----------




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MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

4) FRAME
4.1) Column                             Length = height of column + half of roof
4.1.3) Reinforcement bar Y12 for        beam + 1 lap + bend
       column
                                                 bend


  9/4/4.50
     ----------                                  Height of wall
    162.00m x 0.89kg/m = 144.18kg
     ----------
                          144kg
                                                  lap




                                        = 3000+ (0.5x351) + 660 + 660
                                        = 4495.5


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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

4) FRAME
4.1) Column                             Length of link: (length of CS– 2cover) x
4.1.4) R6 link in for column            4 +hook
                                                          Hook

  9/14/0.82
     ----------
    103.32m x 0.22kg/m = 22.73kg        =(229-50)+(229-50)+(229-50)+(229-
     ----------                         50)+100=816
                          23kg
                                        No. of link:
                                        Height of column = 3000
                                        =(3000/229)+1
                                        = 14 nos.



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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

4) FRAME
4.2) Roof beam                            Size of roof beam:
4.2.1) Reinforced concrete Grade 30 for   Length=3048+3048=6096
        roof beam                         Width = 229
                                          Thickness = 351
  2/3/6.10
       0.23
       0.35
     ----------
       2.95m3
     ----------
                            3m3




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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

4) FRAME
4.2) Roof beam                          Size of roof beam:
4.2.2) Formwork for roof beam           Length=3048+3048=6096
                                        Width = 229                        Side

                                        Thickness = 351
  2/3/6.10                                                             Soffit
       0.93
     ----------
      34.04       34m2
     ----------




                                        = 351 + 229 + 351
                                        = 931
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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

4) FRAME
4.2) Roof beam                          Length = (length–2cover)+(2bend-
4.2.3) Reinforcement bar Y10 for roof   2cover)
       beam                             =(6096-(2x50))+(2x351)-(4x50)
                                        = 6498
2/3/4/6.50
     ----------
    156.00m x 0.62kg/m = 96.72kg
     ----------
                          97kg




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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

4) FRAME
3.2) Roof beam                          Length of stirrup:
3.2.5) R6 stirrup for roof beam                              Hook


2/3/28/1.06
      ----------                        =(229-50)+(351-50)+(229-50)+(351-
     178.08m x 0.22kg/m = 39.18kg       50)+100
      ----------                        =1060
                          39kg
                                        No. of stirrup:
                                        Length of beam= 6096
                                        =(6096/229)+1
                                        = 28 nos.




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MEASURING QUANTITIES, PRICING & COST ANALYSIS


Assumption No. 1:        Total land area = 10m x 10m




                                   Project Title: Construction and completion of
                                   guard house
                                   Owner: Panicsonic Sdn Bhd
                                   Architect: A to Z Sdn Bhd
                                   Drawing Title: Ground beam and foundation plan
                                   -------------------------------------------------------------------------
                                   Drawn by: Sheila
                                   Checked by: Aaron




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MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

5) ROOF                                      = area of roof
                                             =axbx2               a                          3m
5.1) Steel roof trusses and corrugated
      aluminium steel roof covering

2/8.50                                       a = 42482 + 30002
   5.20
  ----------                                                      Front and rear elevation
  88.40m2               88 m2                a = 5200
  ----------
                                             b = 6096 +
                                                  1200 +                     b
                                                  1200
                                             b = 8496


                                                                  Right and left elevation

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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

6) DOOR and WINDOW                            Door can be
                                              measured either     a                          3m
6.1) Single leaf panel door size 2100 x 900   in m2 or
      including frame and painting            number. If
                                              enumerated then
  2/2.10                                      need to state
     0.90                                     type and size
  ----------                                                      Front and rear elevation
     3.78           4 m2     or 2 nos
  ----------

                                                                             b



                                                                  Right and left elevation

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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

6) DOOR and WINDOW                           Window can be
                                             measured either      a                          3m
6.2) Adjustable louvres window 1200 x 600    in m2 or
      including frame , painting and glass   number. If
                                             enumerated then
                                             need to state
2/6/1.20                                     type and size
     0.60                                                         Front and rear elevation
  ----------
     8.64           8.64 m2   or 12 nos
  ----------
                                                                             b



                                                                  Right and left elevation

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Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

7) WALL AND PARTITION
                                                                  a                          3m
7.1) Half brickwall in comon brick

 4/ 6.10
    3.00 73.20

Less opening (e.g. door and window)                               Front and rear elevation

 2/2.10
   0.90    3.78 (door)
                              61 m2                                          b
2/6/1.20
    0.60    8.64 (window)
                                                    Brickwall
           60.78

                                                                  Right and left elevation

                         www.utm.my                innovative ● entrepreneurial ● global          50
MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

8) FINISHES                                  Area of plastering
                                             and panting =        a                          3m
8.1) Wall - Plastering and painting          Area of wall x 2
 2/ 61m2           122 m2                    Area of ceiling =
                                             area of slab
8.2) Floor Finishes – cement render                               Front and rear elevation

                   53 m2

                                                                             b
8.3) Ceiling       53 m2


                                                      Brickwall

                                                                  Right and left elevation

                           www.utm.my              innovative ● entrepreneurial ● global          51
MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd

9) SUNDRIES                                  Assumption.
9.1) Built-in counter size 1800mm x 900mm    1 no of counter for frontdesk.
      x 725mm(h).


     1
                           1 no.




                        www.utm.my                 innovative ● entrepreneurial ● global   52
MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
Bills of Quantities                                Unit     Quantity     Rate          Amount
1. Site Clearance
1. 1 Clear the site including grubbing of trees,
     shrubs and demolish any existing              M2              100          2.40         240.00
     structure and cart away and dump to
     the specified location.
1.    Site Clearance                                                                         240.00
2.    Foundation
2.1   Piling works
2.2   Excavation for pile cap < 2m deep            M3               21       39.50           829.50
2.3   Reinforced concrete G30                      M3                4      286.30         1,145.20
2.4   Lean concrete G15                            M3                1      194.50           194.50
2.5   Sawn formwork                                M2               14       29.60           414.40
2.6   Reinforcement bar Y12                        Kg              294        3.00           882.00
2.    Foundation                                                                           3,465.60

                           www.utm.my                     innovative ● entrepreneurial ● global   53
MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
Bills of Quantities                          Unit      Quantity     Rate        Amount
3. WBLFF
3.1 Column Stump
3.1.1 Reinforced Concrete G30                M3                 1     297.10            297.10
3.1.2 Sawn formwork                          M2                 9      29.80            268.20
3.1.3 Reinforcement bar Y12                  Kg                95       3.00            285.00
3.1.4 Reinforcement bar R6                   Kg                 7       3.00             21.00
                                             Total                                      871.30
3.2 Ground beam
3.2.1 Excavation for ground beam < 1m deep   M3                 3      20.80             62.40
3.2.2 Reinforced concrete G30                M3                 3     293.50            880.50
3.2.3 Lean concrete G15                      M3                 1     201.70            201.70
3.2.4 Sawn formwork                          M2                26      29.60            769.60
3.2.5 Reinforcement bar Y12                  Kg                97       3.00              291
3.2.6 Reinforcement bar R6                   Kg                32       3.00                96
                                             Total                                   2,301.20

                        www.utm.my                   innovative ● entrepreneurial ● global   54
MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
Bills of Quantities                           Unit       Quantity     Rate         Amount
3. WBLFF
3.3 Ground slab
3.2.1 Excavation for ground slab < 1m deep    M3                 27       20.80          561.60
3.2.2 Reinforced concrete G30                 M3                  8      293.50        2,348.00
3.2.3 Sawn formwork                           M2                  4       29.60          118.40
3.2.4 BRC A8                                  M2                 53       23.10        1,224.30
3.2.5 DPM                                     M2                 53       12.90          683.70
3.2.6 Sand blinding                           M2                 53        2.60          137.80
3.2.7 Hardcore                                M3                 16       51.80          828.80
                                              Total                                   5,902.60

3.4 Perimeter Drain
    Half round glazeware 150mm dia.           M                  29       11.30          327.70


3.   WBLFF                                                                            9,402.80


                         www.utm.my                   innovative ● entrepreneurial ● global   55
MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
Bills of Quantities                          Unit      Quantity     Rate        Amount
4. Frame
4.1 Column
4.1.1 Reinforced Concrete G30                M3                1      297.10            297.10
4.1.2 Sawn formwork                          M2               25       29.80            745.00
4.1.3 Reinforcement bar Y12                  Kg              144        3.00            432.00
4.1.4 Reinforcement bar R6                   Kg               23        3.00             69.00
                                             Total                                    1,543.10

4.2 Roof Beam
4.2.1 Reinforced Concrete G30                M3                 3     297.10            891.30
4.2.2 Sawn formwork to sides & soffit        M2                34      29.80          1,013.20
4.2.3 Reinforcement bar Y10                  Kg                97       3.00            291.00
4.2.4 Reinforcement bar R6                   Kg                39       3.00            117.00
                                             Total                                    2,312.50
4.   Frame                                                                           3,855.60


                         www.utm.my                  innovative ● entrepreneurial ● global   56
MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
Bills of Quantities                          Unit     Quantity     Rate        Amount
5. Roof and covering
5. 1 Steel roof trusses and corrugated
     aluminium steel roof covering           M2               88      133.30       11,730.40


5.   Roof and covering                                                             11,730.40

6. Door and Window
6.1 Single leaf panel door size 2100 x 900
    including frame and painting             No                2      250.00           500.00
6.2 Adjustable louvres window 1200 x 600
    including frame , painting and glass     No               12      120.00         1,440.00


6.   Door and window                                                                 1,940.00

                         www.utm.my                 innovative ● entrepreneurial ● global   57
MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
Bills of Quantities                           Unit     Quantity     Rate        Amount
7. Wall and partition
7. 1 Half brickwall in common brick           M2               61       39.00         2,379.00
7.    Wall and partition                                                              2,379.00

8.    Finishes
8.1   Wall finishes – plastering & painting   M2              122       17.70         2,159.40
8.2   Floor finishes – cement rendering       M2               53       10.60           561.80
8.3   Ceiling – gypsum plaster board          M2               53       17.70           938.10
8.    Finishes                                                                        3,659.30
9. Sundries
9. 1 Built-in counter size 1800mm x 900mm     No.               1    1500.00          1,500.00
     x 725mm(h).



                           www.utm.my                innovative ● entrepreneurial ● global   58
MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
Summary of Bills of Quantities                                                 Amount (RM)
1. Site clearing                                                                    240.00
2. Foundation                                                                      3,271.1
3. WBLFF                                                                          9,402.80
4. Frame                                                                          3,855.60
5. Roof and covering                                                             11,730.40
6. Door and window                                                                1,940.00
7. Wall and partition                                                             2,379.00
8. Finishes                                                                       3,659.30
9. Sundries                                                                       1,500.00
Subtotal #1                                                                        37,978.20
10. Building services (5%)                                                          1,898.91
11. External works (3%)                                                             1,139.35
Subtotal #2                                                                        41,016.46
12. Preliminaries (3%)                                                              1,230.49
Total                                                                              42,246.95


                          www.utm.my                  innovative ● entrepreneurial ● global    59
MEASURING QUANTITIES, PRICING & COST ANALYSIS

Project: Construction and completion of Guard House for Panicsonic Sdn Bhd      GFA = 37m2
Building Cost Analysis                                                          Cost/GFA = 1,136.00
Summary                           Amount (RM)    Amount (RM)        Actual %    Normal %    Explanation:
1.  Site Clearing                      240.00    -under Prelim              -           -
2.  Foundation                        3,271.1        3,280.00            8%
                                                                                 10 -20%
3.  WBLFF                            9,402.80        9,400.00           21%
4.  Frame                            3,855.60        3,860.00            9%        5-10%
5.  Roof and covering               11,730.40       11,730.00           27%       20-25%
6.  Door and window                  1,940.00        1,940.00            5%        5-10%
7.  Wall and partition               2,379.00        2,400.00            6%        5-10%
8.  Finishes                         3,659.30        3,660.00            9%        6-15%
9.  Sundries                         1,500.00        1,500.00            4%         1-5%
Subtotal #1                          37,978.20
10.     Building services (5%)        1,898.91       1,900.00            5%       10-25%
11.     External works (5%)           1,139.35       1,140.00            3%         3-7%
Subtotal #2                          41,016.46
12.     Preliminaries (5%)            1,230.49       1,230.00            3%         3-7%
Total                                42,246.95      42,040.00            100




                                 www.utm.my                      innovative ● entrepreneurial ● global     60

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Sgp4813 measurement of quantities

  • 1. MEASURING QUANTITIES, PRICING & COST ANALYSIS ● Mat Naim bin Abdullah @ Mohd Asmoni ● Diploma QS (UTM), BSc. QS (Glasgow Caledonian University), M.Eng. Construction (UTM), PhD Facilities Management (UTM) ● matnaim@utm.my ● amn871969@yahoo.com ● C04-308 ● 019-7573760 www.utm.my innovative ● entrepreneurial ● global 1
  • 2. MEASURING QUANTITIES, PRICING & COST ANALYSIS Assumption No. 1: Total land area = 10m x 10m Project Title: Construction and completion of guard house Owner: Panicsonic Sdn Bhd Architect: A to Z Sdn Bhd Drawing Title: Ground beam and foundation plan ------------------------------------------------------------------------- Drawn by: Sheila Checked by: Aaron www.utm.my innovative ● entrepreneurial ● global 2
  • 3. MEASURING QUANTITIES, PRICING & COST ANALYSIS www.utm.my innovative ● entrepreneurial ● global 3
  • 4. MEASURING QUANTITIES, PRICING & COST ANALYSIS Construction Method 1. Preliminaries (Initial site works) - % of total cost 2. Site clearance and earthwork 3. Foundation construction (E.g. Piling and footing) 4. Work below lowest floor finish 5. Frame 6. Staircase 7. Upper Floor 8. Roof 9. Wall and partition 10. Door and window 11. Finishes 12. Sundries (Built-in furniture) 13. Building services (M&E, ICT etc) 14. External works (Water reticulation, landscape etc) www.utm.my innovative ● entrepreneurial ● global 4
  • 5. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 1) Site clearance 1.1) Clear the site including grubbing of Area of the site: trees, shrubs and demolish any 10 x 10 = 100m2 existing structure and cart away and dump to the specified location. 10.00 10.00 ---------- 100.00 100 m2 ---------- www.utm.my innovative ● entrepreneurial ● global 5
  • 6. MEASURING QUANTITIES, PRICING & COST ANALYSIS www.utm.my innovative ● entrepreneurial ● global 6
  • 7. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 2) Foundation 2.1) Piling including all related works Area of the building: Length = 3048 + 3048 = 6096 6.10 Width = 3048 + 3048 = 6096 6.10 ---------- 37.21 37 m2 ---------- www.utm.my innovative ● entrepreneurial ● global 7
  • 8. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 2) Foundation 2.2) Excavation for pile cap Size of pile cap = 1219 x 1219 Depth of excavation: 9/1.22 1524 + 50 (lean concrete) = 1574 1.22 1.57 ---------- 21.03 21 m3 ---------- Excavation and Lean concrete as base for pile cap www.utm.my innovative ● entrepreneurial ● global 8
  • 9. MEASURING QUANTITIES, PRICING & COST ANALYSIS www.utm.my innovative ● entrepreneurial ● global 9
  • 10. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 2) Foundation 2.3) Reinforced concrete Grade 30 for Size of pile cap: pile cap Length = 1219 Width = 1219 9/1.22 Thickness = 305 1.22 0.31 ---------- 4.15 4 m3 ---------- Concrete for pile cap www.utm.my innovative ● entrepreneurial ● global 10
  • 11. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 2) Foundation 2.4) 50mm thick lean concrete Grade Size of pile cap: 15 for pile cap Length = 1219 Width = 1219 9 / 1.22 1.22 0.05 ---------- 0.67 1 m3 ---------- Excavation and Lean concrete as base for pile cap www.utm.my innovative ● entrepreneurial ● global 11
  • 12. MEASURING QUANTITIES, PRICING & COST ANALYSIS www.utm.my innovative ● entrepreneurial ● global 12
  • 13. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 2) Foundation 2.5) Formwork for pile cap Size of pile cap: Length = 1219 9 / 4 /1.22 Width = 1219 0.31 Thickness = 305 ---------- 13.62 14 m2 9/2/1.22 ---------- 0.31 6.81 9/2/1.50 0.31 8.37 15.18 15m2 Formwork for pile cap www.utm.my innovative ● entrepreneurial ● global 13
  • 14. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 2) Foundation 2.6) Reinforcement bar Y12 for pile cap Length: a c 9/2/ 12/ 1.53 ---------- b 330.48m x 0.89 kg/m = 294.13kg = a + b + c – cover ---------- = 305 + 1219 + 305 – 6(50) = 294 kg = 1829 – 300 = 1529 No. of bars: = (b/100) + 1 = ((1219 – 2(50)cover )/100 )+1 = 12 nos. www.utm.my innovative ● entrepreneurial ● global 14
  • 15. MEASURING QUANTITIES, PRICING & COST ANALYSIS @100 c/c www.utm.my innovative ● entrepreneurial ● global 15
  • 16. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF Taker off : Checked by: 3.1) Column stump Size of column stump: 3.1.1) Reinforced concrete Grade 30 Length = 229 for column stump Width = 229 Height = 1524 – 305 thickness of pile 9/0.23 cap – (351/2) Half of beam’s 0.23 thickness 1.04 = 1043.50 ---------- 0.50 1 m3 ---------- www.utm.my innovative ● entrepreneurial ● global 16
  • 17. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.1) Column stump Size of column stump: 3.1.2) Formwork for column stump Length = 229 Width = 229 9/4/0.23 Height = 1524 – 305 thickness of pile 1.04 cap – (351/2) Half of beam’s ---------- thickness 8.61 9 m2 = 1043.50 ---------- www.utm.my innovative ● entrepreneurial ● global 17
  • 18. MEASURING QUANTITIES, PRICING & COST ANALYSIS Height of column stump @100 c/c www.utm.my innovative ● entrepreneurial ● global 18
  • 19. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.1) Column stump Length = a + half beam’s thickness – 3.1.3) Reinforcement bar Y12 for cover + 2 laps column stump lap 9/4/2.97 ---------- a 106.92m x 0.89kg/m = 95.16kg ---------- lap 95kg = 1524 + (351/2) – 50 + (660x2) = 2969.50 www.utm.my innovative ● entrepreneurial ● global 19
  • 20. MEASURING QUANTITIES, PRICING & COST ANALYSIS General Notes www.utm.my innovative ● entrepreneurial ● global 20
  • 21. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.1) Column stump Length of link: (length of CS– 2cover) x 3.1.4) R6 link in for column stump 4 +hook Hook 9/6/0.62 ---------- 33.48m x 0.22kg/m = 7.36kg =(229-100)+(229-100)+(229-100)+(229- ---------- 100)+100=616 7kg No. of link: Height of column stump = 1043.50 =(1043.50/229)+1 = 6 nos. www.utm.my innovative ● entrepreneurial ● global 21
  • 22. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.2) Ground beam Size of ground beam: 3.2.1) Excavation for ground beam Length=3048+3048=6096 Width = 229 2/3/6.10 Thickness = 351 0.23 0.35 ---------- 2.95m3 ---------- 3m3 Excavation for ground beam www.utm.my innovative ● entrepreneurial ● global 22
  • 23. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.2) Ground beam Size of ground beam: 3.2.2) Reinforced concrete Grade 30 for Length=3048+3048=6096 ground beam Width = 229 Thickness = 351 2/3/6.10 0.23 0.35 ---------- 2.95m3 3m3 ---------- RC for ground beam www.utm.my innovative ● entrepreneurial ● global 23
  • 24. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.2) Ground beam Size of ground beam: 3.2.3) 50mm thick lean concrete Grade Length=3048+3048=6096 15 for ground beam Width = 229 Thickness = 351 2/3/6.10 0.23 0.05 ---------- 0.42m3 1 m3 ---------- RC for ground beam www.utm.my innovative ● entrepreneurial ● global 24
  • 25. MEASURING QUANTITIES, PRICING & COST ANALYSIS Assumption No. 1: Total land area = 10m x 10m Project Title: Construction and completion of guard house Owner: Panicsonic Sdn Bhd Architect: A to Z Sdn Bhd Drawing Title: Ground beam and foundation plan ------------------------------------------------------------------------- Drawn by: Sheila Checked by: Aaron www.utm.my innovative ● entrepreneurial ● global 25
  • 26. MEASURING QUANTITIES, PRICING & COST ANALYSIS Height of column stump @100 c/c www.utm.my innovative ● entrepreneurial ● global 26
  • 27. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.2) Ground beam Size of ground beam: 3.2.4) Formwork for ground beam Length=3048+3048=6096 Width = 229 Thickness = 351 2/3/2/6.10 0.35 ---------- 25.62 26m2 ---------- Installation of reinforcement bar and formwork for ground beam www.utm.my innovative ● entrepreneurial ● global 27
  • 28. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.2) Ground beam Length = (length–2cover)+(2bend- 3.2.5) Reinforcement bar Y10 for 2cover) ground beam =(6096-(2x50))+(2x351)-(4x50) = 6498 2/3/4/6.50 ---------- 156.00m x 0.62kg/m = 96.72kg ---------- 97kg www.utm.my innovative ● entrepreneurial ● global 28
  • 29. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.2) Ground beam Length of stirrup: 3.2.6) R6 stirrup for ground beam Hook 2/3/28/0.86 ---------- =(229-100)+(351-100)+(229-100)+(351- 144.48m x 0.22kg/m = 31.79kg 100)+100 ---------- =860 32kg No. of stirrup: Length of grd beam= 6096 =(6096/229)+1 = 28 nos. www.utm.my innovative ● entrepreneurial ● global 29
  • 30. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.3) Ground slab Area of slab including apron = length x width 3.3.1) Excavation for ground slab Depth of excavation = 500mm 7.30 7.30 BRC A8 150mm thick concrete slab 0.50 ---------- 26.65m3 27 m3 ---------- 50mm thick sand 300mm thick hardcore DPM 6096 + 1200 (apron) = 7296 Installation of formwork,Damp Proof Membrane (DPM) and BRC wire mesh for ground slab www.utm.my innovative ● entrepreneurial ● global 30
  • 31. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.3) Ground slab Area of slab = length x width 3.3.2) Reinforced concrete G30 in Depth of excavation = 500mm ground slab 150mm thick BRC A8 concrete slab 7.30 7.30 0.15 50mm thick ---------- sand 7.99m3 300mm thick hardcore ---------- 8 m3 DPM www.utm.my innovative ● entrepreneurial ● global 31
  • 32. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.3) Ground slab Area of slab = length x width 3.3.3) Formwork for ground slab Depth of excavation = 500mm 4/7.30 BRC A8 150mm thick concrete slab 0.15 ---------- 4.38m2 50mm thick ---------- sand 4 m2 300mm thick hardcore DPM www.utm.my innovative ● entrepreneurial ● global 32
  • 33. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.3) Ground slab Area of slab including apron 3.3.4) BRC A8 for ground slab Depth of excavation = 500mm 150mm thick BRC A8 concrete slab 7.30 7.30 ---------- 50mm thick sand 53.29m2 300mm thick ---------- hardcore 53 m2 DPM Length = 6096 + 1200 = 7296 www.utm.my innovative ● entrepreneurial ● global 33
  • 34. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.3) Ground slab Area of slab = length x width 3.3.5) DPM for ground slab Depth of excavation = 500mm 150mm thick BRC A8 53 m2 concrete slab 50mm thick sand 300mm thick hardcore DPM www.utm.my innovative ● entrepreneurial ● global 34
  • 35. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.3) Ground slab Area of slab = length x width 3.3.6) 50mm sand blinding for ground Depth of excavation = 500mm slab 150mm thick BRC A8 53 m2 concrete slab 50mm thick sand 300mm thick hardcore DPM www.utm.my innovative ● entrepreneurial ● global 35
  • 36. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.3) Ground slab Area of slab = length x width 3.3.7) Hardcore for ground slab Depth of excavation = 500mm 7.30 BRC A8 150mm thick concrete slab 7.30 0.30 ---------- 50mm thick 15.99m3 sand ---------- 300mm thick hardcore 16 m3 DPM www.utm.my innovative ● entrepreneurial ● global 36
  • 37. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 3) WBLFF 3.4) Half round glazeware perimeter Area of slab = length x width drain size 150mm diameter Depth of excavation = 500mm 4/7.30 BRC A8 150mm thick concrete slab ---------- 29.20m ---------- 50mm thick 29 m sand 300mm thick hardcore DPM www.utm.my innovative ● entrepreneurial ● global 37
  • 38. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 4) FRAME Taker off : Checked by: 4.1) Column Size of column: 4.1.1) Reinforced concrete Grade 30 Length = 229 for column Width = 229 Height = Height of the wall 9/0.23 = 3000mm 0.23 3.00 ---------- 1.43 1 m3 ---------- Installation of reinforcement bar and formwork for column www.utm.my innovative ● entrepreneurial ● global 38
  • 39. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 4) FRAME 4.1) Column Size of column: 4.1.2) Formwork for column Length = 229 Width = 229 9/4/0.23 Height = 3000 3.00 ---------- 24.84 25 m2 ---------- www.utm.my innovative ● entrepreneurial ● global 39
  • 40. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 4) FRAME 4.1) Column Length = height of column + half of roof 4.1.3) Reinforcement bar Y12 for beam + 1 lap + bend column bend 9/4/4.50 ---------- Height of wall 162.00m x 0.89kg/m = 144.18kg ---------- 144kg lap = 3000+ (0.5x351) + 660 + 660 = 4495.5 www.utm.my innovative ● entrepreneurial ● global 40
  • 41. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 4) FRAME 4.1) Column Length of link: (length of CS– 2cover) x 4.1.4) R6 link in for column 4 +hook Hook 9/14/0.82 ---------- 103.32m x 0.22kg/m = 22.73kg =(229-50)+(229-50)+(229-50)+(229- ---------- 50)+100=816 23kg No. of link: Height of column = 3000 =(3000/229)+1 = 14 nos. www.utm.my innovative ● entrepreneurial ● global 41
  • 42. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 4) FRAME 4.2) Roof beam Size of roof beam: 4.2.1) Reinforced concrete Grade 30 for Length=3048+3048=6096 roof beam Width = 229 Thickness = 351 2/3/6.10 0.23 0.35 ---------- 2.95m3 ---------- 3m3 www.utm.my innovative ● entrepreneurial ● global 42
  • 43. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 4) FRAME 4.2) Roof beam Size of roof beam: 4.2.2) Formwork for roof beam Length=3048+3048=6096 Width = 229 Side Thickness = 351 2/3/6.10 Soffit 0.93 ---------- 34.04 34m2 ---------- = 351 + 229 + 351 = 931 www.utm.my innovative ● entrepreneurial ● global 43
  • 44. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 4) FRAME 4.2) Roof beam Length = (length–2cover)+(2bend- 4.2.3) Reinforcement bar Y10 for roof 2cover) beam =(6096-(2x50))+(2x351)-(4x50) = 6498 2/3/4/6.50 ---------- 156.00m x 0.62kg/m = 96.72kg ---------- 97kg www.utm.my innovative ● entrepreneurial ● global 44
  • 45. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 4) FRAME 3.2) Roof beam Length of stirrup: 3.2.5) R6 stirrup for roof beam Hook 2/3/28/1.06 ---------- =(229-50)+(351-50)+(229-50)+(351- 178.08m x 0.22kg/m = 39.18kg 50)+100 ---------- =1060 39kg No. of stirrup: Length of beam= 6096 =(6096/229)+1 = 28 nos. www.utm.my innovative ● entrepreneurial ● global 45
  • 46. MEASURING QUANTITIES, PRICING & COST ANALYSIS Assumption No. 1: Total land area = 10m x 10m Project Title: Construction and completion of guard house Owner: Panicsonic Sdn Bhd Architect: A to Z Sdn Bhd Drawing Title: Ground beam and foundation plan ------------------------------------------------------------------------- Drawn by: Sheila Checked by: Aaron www.utm.my innovative ● entrepreneurial ● global 46
  • 47. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 5) ROOF = area of roof =axbx2 a 3m 5.1) Steel roof trusses and corrugated aluminium steel roof covering 2/8.50 a = 42482 + 30002 5.20 ---------- Front and rear elevation 88.40m2 88 m2 a = 5200 ---------- b = 6096 + 1200 + b 1200 b = 8496 Right and left elevation www.utm.my innovative ● entrepreneurial ● global 47
  • 48. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 6) DOOR and WINDOW Door can be measured either a 3m 6.1) Single leaf panel door size 2100 x 900 in m2 or including frame and painting number. If enumerated then 2/2.10 need to state 0.90 type and size ---------- Front and rear elevation 3.78 4 m2 or 2 nos ---------- b Right and left elevation www.utm.my innovative ● entrepreneurial ● global 48
  • 49. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 6) DOOR and WINDOW Window can be measured either a 3m 6.2) Adjustable louvres window 1200 x 600 in m2 or including frame , painting and glass number. If enumerated then need to state 2/6/1.20 type and size 0.60 Front and rear elevation ---------- 8.64 8.64 m2 or 12 nos ---------- b Right and left elevation www.utm.my innovative ● entrepreneurial ● global 49
  • 50. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 7) WALL AND PARTITION a 3m 7.1) Half brickwall in comon brick 4/ 6.10 3.00 73.20 Less opening (e.g. door and window) Front and rear elevation 2/2.10 0.90 3.78 (door) 61 m2 b 2/6/1.20 0.60 8.64 (window) Brickwall 60.78 Right and left elevation www.utm.my innovative ● entrepreneurial ● global 50
  • 51. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 8) FINISHES Area of plastering and panting = a 3m 8.1) Wall - Plastering and painting Area of wall x 2 2/ 61m2 122 m2 Area of ceiling = area of slab 8.2) Floor Finishes – cement render Front and rear elevation 53 m2 b 8.3) Ceiling 53 m2 Brickwall Right and left elevation www.utm.my innovative ● entrepreneurial ● global 51
  • 52. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd 9) SUNDRIES Assumption. 9.1) Built-in counter size 1800mm x 900mm 1 no of counter for frontdesk. x 725mm(h). 1 1 no. www.utm.my innovative ● entrepreneurial ● global 52
  • 53. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd Bills of Quantities Unit Quantity Rate Amount 1. Site Clearance 1. 1 Clear the site including grubbing of trees, shrubs and demolish any existing M2 100 2.40 240.00 structure and cart away and dump to the specified location. 1. Site Clearance 240.00 2. Foundation 2.1 Piling works 2.2 Excavation for pile cap < 2m deep M3 21 39.50 829.50 2.3 Reinforced concrete G30 M3 4 286.30 1,145.20 2.4 Lean concrete G15 M3 1 194.50 194.50 2.5 Sawn formwork M2 14 29.60 414.40 2.6 Reinforcement bar Y12 Kg 294 3.00 882.00 2. Foundation 3,465.60 www.utm.my innovative ● entrepreneurial ● global 53
  • 54. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd Bills of Quantities Unit Quantity Rate Amount 3. WBLFF 3.1 Column Stump 3.1.1 Reinforced Concrete G30 M3 1 297.10 297.10 3.1.2 Sawn formwork M2 9 29.80 268.20 3.1.3 Reinforcement bar Y12 Kg 95 3.00 285.00 3.1.4 Reinforcement bar R6 Kg 7 3.00 21.00 Total 871.30 3.2 Ground beam 3.2.1 Excavation for ground beam < 1m deep M3 3 20.80 62.40 3.2.2 Reinforced concrete G30 M3 3 293.50 880.50 3.2.3 Lean concrete G15 M3 1 201.70 201.70 3.2.4 Sawn formwork M2 26 29.60 769.60 3.2.5 Reinforcement bar Y12 Kg 97 3.00 291 3.2.6 Reinforcement bar R6 Kg 32 3.00 96 Total 2,301.20 www.utm.my innovative ● entrepreneurial ● global 54
  • 55. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd Bills of Quantities Unit Quantity Rate Amount 3. WBLFF 3.3 Ground slab 3.2.1 Excavation for ground slab < 1m deep M3 27 20.80 561.60 3.2.2 Reinforced concrete G30 M3 8 293.50 2,348.00 3.2.3 Sawn formwork M2 4 29.60 118.40 3.2.4 BRC A8 M2 53 23.10 1,224.30 3.2.5 DPM M2 53 12.90 683.70 3.2.6 Sand blinding M2 53 2.60 137.80 3.2.7 Hardcore M3 16 51.80 828.80 Total 5,902.60 3.4 Perimeter Drain Half round glazeware 150mm dia. M 29 11.30 327.70 3. WBLFF 9,402.80 www.utm.my innovative ● entrepreneurial ● global 55
  • 56. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd Bills of Quantities Unit Quantity Rate Amount 4. Frame 4.1 Column 4.1.1 Reinforced Concrete G30 M3 1 297.10 297.10 4.1.2 Sawn formwork M2 25 29.80 745.00 4.1.3 Reinforcement bar Y12 Kg 144 3.00 432.00 4.1.4 Reinforcement bar R6 Kg 23 3.00 69.00 Total 1,543.10 4.2 Roof Beam 4.2.1 Reinforced Concrete G30 M3 3 297.10 891.30 4.2.2 Sawn formwork to sides & soffit M2 34 29.80 1,013.20 4.2.3 Reinforcement bar Y10 Kg 97 3.00 291.00 4.2.4 Reinforcement bar R6 Kg 39 3.00 117.00 Total 2,312.50 4. Frame 3,855.60 www.utm.my innovative ● entrepreneurial ● global 56
  • 57. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd Bills of Quantities Unit Quantity Rate Amount 5. Roof and covering 5. 1 Steel roof trusses and corrugated aluminium steel roof covering M2 88 133.30 11,730.40 5. Roof and covering 11,730.40 6. Door and Window 6.1 Single leaf panel door size 2100 x 900 including frame and painting No 2 250.00 500.00 6.2 Adjustable louvres window 1200 x 600 including frame , painting and glass No 12 120.00 1,440.00 6. Door and window 1,940.00 www.utm.my innovative ● entrepreneurial ● global 57
  • 58. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd Bills of Quantities Unit Quantity Rate Amount 7. Wall and partition 7. 1 Half brickwall in common brick M2 61 39.00 2,379.00 7. Wall and partition 2,379.00 8. Finishes 8.1 Wall finishes – plastering & painting M2 122 17.70 2,159.40 8.2 Floor finishes – cement rendering M2 53 10.60 561.80 8.3 Ceiling – gypsum plaster board M2 53 17.70 938.10 8. Finishes 3,659.30 9. Sundries 9. 1 Built-in counter size 1800mm x 900mm No. 1 1500.00 1,500.00 x 725mm(h). www.utm.my innovative ● entrepreneurial ● global 58
  • 59. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd Summary of Bills of Quantities Amount (RM) 1. Site clearing 240.00 2. Foundation 3,271.1 3. WBLFF 9,402.80 4. Frame 3,855.60 5. Roof and covering 11,730.40 6. Door and window 1,940.00 7. Wall and partition 2,379.00 8. Finishes 3,659.30 9. Sundries 1,500.00 Subtotal #1 37,978.20 10. Building services (5%) 1,898.91 11. External works (3%) 1,139.35 Subtotal #2 41,016.46 12. Preliminaries (3%) 1,230.49 Total 42,246.95 www.utm.my innovative ● entrepreneurial ● global 59
  • 60. MEASURING QUANTITIES, PRICING & COST ANALYSIS Project: Construction and completion of Guard House for Panicsonic Sdn Bhd GFA = 37m2 Building Cost Analysis Cost/GFA = 1,136.00 Summary Amount (RM) Amount (RM) Actual % Normal % Explanation: 1. Site Clearing 240.00 -under Prelim - - 2. Foundation 3,271.1 3,280.00 8% 10 -20% 3. WBLFF 9,402.80 9,400.00 21% 4. Frame 3,855.60 3,860.00 9% 5-10% 5. Roof and covering 11,730.40 11,730.00 27% 20-25% 6. Door and window 1,940.00 1,940.00 5% 5-10% 7. Wall and partition 2,379.00 2,400.00 6% 5-10% 8. Finishes 3,659.30 3,660.00 9% 6-15% 9. Sundries 1,500.00 1,500.00 4% 1-5% Subtotal #1 37,978.20 10. Building services (5%) 1,898.91 1,900.00 5% 10-25% 11. External works (5%) 1,139.35 1,140.00 3% 3-7% Subtotal #2 41,016.46 12. Preliminaries (5%) 1,230.49 1,230.00 3% 3-7% Total 42,246.95 42,040.00 100 www.utm.my innovative ● entrepreneurial ● global 60