Sgp4813 measurement of quantities

MEASUREMENT OF QUANTITIES

● 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


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



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)



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
----------




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
----------




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




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




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
----------
13.40 13 m2
----------

Excavation and Lean concrete as base
for pile cap




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




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.



@100 c/c




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
----------




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
----------



Height of column stump

@100 c/c




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


General Notes




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.




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




3) WBLFF
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




guard house
-------------------------------------------------------------------------
Drawn by: Sheila
Checked by: Aaron



Height of column stump

@100 c/c




3) WBLFF
3.2.3) 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




3) WBLFF
3.2) Ground beam Length = (length–2cover)+(2bend-
3.2.4) 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




3) WBLFF
3.2) Ground beam Length of stirrup:
3.2.5) 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.



3) WBLFF

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

6.10
6.10 BRC A8
150mm thick
concrete slab
0.50
----------
18.61m3 19 m3
---------- 50mm thick
sand

300mm thick
hardcore

DPM

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




3) WBLFF
3.3.2) Reinforced concrete G30 in Depth of excavation = 500mm
ground slab
150mm thick
BRC A8
concrete slab
6.10
6.10
0.15 50mm thick

---------- sand

5.58m3 300mm thick
hardcore

---------- 6 m3
DPM




3) WBLFF
3.3.3) Formwork for ground slab Depth of excavation = 500mm

4/6.10 BRC A8
150mm thick
concrete slab
0.15
----------
3.66m2 50mm thick

---------- sand

4 m2 300mm thick
hardcore

DPM



Project: Construction and completion of
Guard House for Panicsonic Sdn Bhd
3) WBLFF
3.3.4) BRC A8 for ground slab Depth of excavation = 500mm
150mm thick
BRC A8
6.10 concrete slab

6.10
----------
50mm thick
37.21m2 sand

---------- 300mm thick
hardcore
37 m2
DPM



Project: Construction and completion of
Guard House for Panicsonic Sdn Bhd
3) WBLFF
3.3.5) DPM for ground slab Depth of excavation = 500mm
150mm thick
BRC A8
6.10 concrete slab

6.10
----------
50mm thick
37.21m2 sand

---------- 300mm thick
hardcore
37 m2
DPM




3) WBLFF
3.3.6) 50mm sand blinding for ground Depth of excavation = 500mm
slab
150mm thick
BRC A8
6.10 concrete slab

6.10
----------
50mm thick
37.21m2 sand

---------- 300mm thick
hardcore
37 m2
DPM




3) WBLFF
3.3.7) Hardcore for ground slab Depth of excavation = 500mm

6.10 BRC A8
150mm thick
concrete slab
6.10
0.30
---------- 50mm thick

11.16m3 sand

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

11 m3
DPM




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




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
----------




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




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.




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




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



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




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.




guard house
-------------------------------------------------------------------------
Drawn by: Sheila
Checked by: Aaron




5) ROOF = area of roof
=axbx2 a 3m
5.1) Roof trusses and covering

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

b = 6096 +
1200 + b
1200
b = 8496

Right and left elevation




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
need to state
type and size
2 2 nos. Front and rear elevation
----------

b





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
type and size
6 6 nos. Front and rear elevation
----------

b





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)
65 m2 b
6/1.20
0.60 4.32 (window)
Brickwall
65.10





8) FINISHES Area of plastering
and panting = a 3m
8.1) Plastering and painting Area of wall x 2
2/ 65m2 130m2 Area of ceiling =
area of slab
8.2) Floor Finishes – cement render Front and rear elevation

37 m2

b
8.3) Ceiling 37m2

Brickwall





9) SUNDRIES
a 3m
9.1) Built-in counter size 1800mm x 900mm
x 725mm(h).

1
1 no. Front and rear elevation

b

Brickwall



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