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
----------




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
----------




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
----------




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




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

a=305-50-50=205 No. of bars:
b=1219-50-50=1119 = (b/100) + 1
c=305-50-50=205 = ((1219 – 2(50)cover )/100 )+1
A+B+C=1529 = 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




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



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



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
----------




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
150mm thick
concrete slab

6.10
6.10 BRC A8

0.50 50mm thick
sand
---------- 300mm thick

18.61m3 hardcore

---------- DPM

19 m3




3) WBLFF
3.3.2) Reinforced concrete G30 in Depth of excavation = 500mm
ground slab 150mm thick
concrete slab

6.10 BRC A8

6.10 50mm thick
0.15 sand

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

5.58m3
---------- 6 m3 DPM




3) WBLFF
3.3.3) Formwork for ground slab Depth of excavation = 500mm
150mm thick
concrete slab

4/6.10
0.15 BRC A8

---------- 50mm thick
sand
3.66m2 300mm thick

---------- hardcore

4 m2 DPM




3) WBLFF
3.3.4) BRC A8 for ground slab Depth of excavation = 500mm
150mm thick
concrete slab

6.10
6.10 BRC A8

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

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

37 m2
DPM




3) WBLFF
3.3.5) DPM for ground slab Depth of excavation = 500mm
150mm thick
concrete slab

6.10
6.10 BRC A8

---------- 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
concrete slab

6.10 BRC A8

6.10 50mm thick
---------- sand

37.21m2 300mm thick
hardcore

----------
37 m2 DPM




3) WBLFF
3.3.7) Hardcore for ground slab Depth of excavation = 500mm
150mm thick
concrete slab

6.10
6.10 BRC A8

0.30 50mm thick
---------- sand

11.16m3 300mm thick
hardcore

----------
11 m3 DPM


Sgp4813 measurement of quantities

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