sgp4813 measurement of quantities

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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)

● [email protected]● [email protected]● C04-308● 019-7573760

mailto:[email protected]






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

Project Title: Construction and completion of guard houseOwner: Panicsonic Sdn BhdArchitect: A to Z Sdn BhdDrawing Title: Ground beam and foundation plan-------------------------------------------------------------------------Drawn by: SheilaChecked by: Aaron



Construction Method

1. Preliminaries (Initial site works) - % of total cost2. Site clearance and earthwork3. Foundation construction (E.g. Piling and footing)4. Work below lowest floor finish5. Frame6. Staircase7. Upper Floor8. Roof9. Wall and partition10. Door and window11. Finishes12. 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 trees, shrubs and demolish any existing structure and cart away and dump to the specified location.

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

Area of the site:10 x 10 = 100m2




2) Foundation

2.1) Piling including all related works

6.10 6.10 ---------- 37.21 37 m2 ----------

Area of the building:Length = 3048 + 3048 = 6096Width = 3048 + 3048 = 6096




2) Foundation

2.2) Excavation for pile cap

9/1.22 1.22 1.57 ---------- 21.03 21 m3 ----------

Size of pile cap = 1219 x 1219Depth of excavation: 1524 + 50 (lean concrete) = 1574

Excavation and Lean concrete as base for pile cap




2) Foundation

2.3) Reinforced concrete Grade 30 for pile cap

9/1.22 1.22 0.31 ---------- 4.15 4 m3 ----------

Size of pile cap:Length = 1219 Width = 1219Thickness = 305

Concrete for pile cap




2) Foundation

2.4) 50mm thick lean concrete Grade 15 for pile cap

9 / 1.22 1.22 ---------- 13.40 13 m2 ----------

Size of pile cap:Length = 1219 Width = 1219

Excavation and Lean concrete as base for pile cap




2) Foundation

2.5) Formwork for pile cap

9 / 4 /1.22 0.31 ---------- 13.62 14 m2 ----------

Size of pile cap:Length = 1219 Width = 1219Thickness = 305

9/2/1.22 0.31 6.81

9/2/1.50 0.31 8.37

15.18 15m2

Formwork for pile cap




2) Foundation2.6) Reinforcement bar Y12 for pile cap

9/2/ 12/ 1.53 ---------- 330.48m x 0.89 kg/m = 294.13kg ----------

= 294 kg

Length:

= a + b + c – cover = 305 + 1219 + 305 – 6(50)= 1829 – 300= 1529

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

a

b

c



@100 c/c




3) WBLFF Taker off : Checked by:3.1) Column stump3.1.1) Reinforced concrete Grade 30 for

column stump

9/0.23 0.23 1.04 ---------- 0.50 1 m3 ----------

Size of column stump:Length = 229Width = 229Height = 1524 – 305 thickness of pile

cap – (351/2) Half of beam’s thickness

= 1043.50




3) WBLFF3.1) Column stump3.1.2) Formwork for column stump

9/4/0.23 1.04 ---------- 8.61 9 m2 ----------

Size of column stump:Length = 229Width = 229Height = 1524 – 305 thickness of pile

cap – (351/2) Half of beam’s thickness

= 1043.50



@100 c/c

Height of column stump




3) WBLFF3.1) Column stump3.1.3) Reinforcement bar Y12 for

column stump

9/4/2.97 ---------- 106.92m x 0.89kg/m = 95.16kg ----------

95kg

Length = a + half beam’s thickness – cover + 2 laps

= 1524 + (351/2) – 50 + (660x2)= 2969.50

lap

a

lap



General Notes




3) WBLFF3.1) Column stump3.1.4) R6 link in for column stump

9/6/0.62 ---------- 33.48m x 0.22kg/m = 7.36kg ----------

7kg

Length of link: (length of CS– 2cover) x 4 +hook

=(229-100)+(229-100)+(229-100)+(229-100)+100=616

No. of link:Height of column stump = 1043.50=(1043.50/229)+1= 6 nos.

Hook




3) WBLFF

3.2) Ground beam3.2.1) Excavation for ground beam

2/3/6.10 0.23 0.35 ---------- 2.95m3 ----------

3m3

Size of ground beam:Length=3048+3048=6096Width = 229Thickness = 351

Excavation for ground beam




3) WBLFF

3.2) Ground beam3.2.2) Reinforced concrete Grade 30 for

ground beam

2/3/6.10 0.23 0.35 ---------- 2.95m3 ----------

3m3


RC for ground beam



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

Project Title: Construction and completion of guard houseOwner: Panicsonic Sdn BhdArchitect: A to Z Sdn BhdDrawing Title: Ground beam and foundation plan-------------------------------------------------------------------------Drawn by: SheilaChecked by: Aaron



@100 c/c

Height of column stump




3) WBLFF

3.2) Ground beam3.2.3) Formwork for ground beam

2/3/2/6.10 0.35 ---------- 25.62 26m2 ----------


Installation of reinforcement bar and formwork for ground beam




3) WBLFF3.2) Ground beam3.2.4) Reinforcement bar Y10 for

ground beam

2/3/4/6.50 ---------- 156.00m x 0.62kg/m = 96.72kg ----------

97kg

Length = (length–2cover)+(2bend-2cover)=(6096-(2x50))+(2x351)-(4x50)= 6498




3) WBLFF3.2) Ground beam3.2.5) R6 stirrup for ground beam

2/3/28/0.86 ---------- 144.48m x 0.22kg/m = 31.79kg ----------

32kg

Length of stirrup:

=(229-100)+(351-100)+(229-100)+(351-100)+100=860

No. of stirrup:Length of grd beam= 6096=(6096/229)+1= 28 nos.

Hook




3) WBLFF

3.3) Ground slab3.3.1) Excavation for ground slab

6.10 6.10 0.50 ---------- 18.61m3 19 m3 ----------

Area of slab = length x widthDepth of excavation = 500mm

300mm thick hardcore

BRC A8 150mm thick concrete slab

DPM

50mm thick sand

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




3) WBLFF3.3) Ground slab3.3.2) Reinforced concrete G30 in

ground slab

6.10 6.10 0.15 ---------- 5.58m3 ---------- 6 m3




DPM

50mm thick sand




3) WBLFF3.3) Ground slab3.3.3) Formwork for ground slab

4/6.10 0.15 ---------- 3.66m2 ----------

4 m2




DPM

50mm thick sand



Project: Construction and completion of Guard House for Panicsonic Sdn Bhd3) WBLFF3.3) Ground slab3.3.4) BRC A8 for ground slab

6.10 6.10 ---------- 37.21m2 ----------

37 m2




DPM

50mm thick sand



Project: Construction and completion of Guard House for Panicsonic Sdn Bhd3) WBLFF3.3) Ground slab3.3.5) DPM for ground slab

6.10 6.10 ---------- 37.21m2 ----------

37 m2




DPM

50mm thick sand




3) WBLFF3.3) Ground slab3.3.6) 50mm sand blinding for ground

slab

6.10 6.10 ---------- 37.21m2 ----------

37 m2




DPM

50mm thick sand




3) WBLFF3.3) Ground slab3.3.7) Hardcore for ground slab

6.10 6.10 0.30 ---------- 11.16m3 ----------

11 m3




DPM

50mm thick sand




4) FRAME Taker off : Checked by:

4.1) Column4.1.1) Reinforced concrete Grade 30 for

column

9/0.23 0.23 3.00 ---------- 1.43 1 m3 ----------

Size of column:Length = 229Width = 229Height = Height of the wall = 3000mm

Installation of reinforcement bar and formwork for column




4) FRAME4.1) Column4.1.2) Formwork for column

9/4/0.23 3.00 ---------- 24.84 25 m2 ----------

Size of column:Length = 229Width = 229Height = 3000




4) FRAME4.1) Column4.1.3) Reinforcement bar Y12 for

column

9/4/4.50 ---------- 162.00m x 0.89kg/m = 144.18kg ----------

144kg

Length = height of column + half of roof beam + 1 lap + bend

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

bend

Height of wall

lap




4) FRAME4.1) Column4.1.4) R6 link in for column

9/14/0.82 ---------- 103.32m x 0.22kg/m = 22.73kg ----------

23kg

Length of link: (length of CS– 2cover) x 4 +hook

=(229-50)+(229-50)+(229-50)+(229-50)+100=816

No. of link:Height of column = 3000=(3000/229)+1= 14 nos.

Hook




4) FRAME

4.2) Roof beam4.2.1) Reinforced concrete Grade 30 for

roof beam

2/3/6.10 0.23 0.35 ---------- 2.95m3 ----------

3m3

Size of roof beam:Length=3048+3048=6096Width = 229Thickness = 351




4) FRAME

4.2) Roof beam4.2.2) Formwork for roof beam

2/3/6.10 0.93 ---------- 34.04 34m2 ----------

Size of roof beam:Length=3048+3048=6096Width = 229Thickness = 351

= 351 + 229 + 351= 931

Side

Soffit




4) FRAME4.2) Roof beam4.2.3) Reinforcement bar Y10 for roof

beam

2/3/4/6.50 ---------- 156.00m x 0.62kg/m = 96.72kg ----------

97kg

Length = (length–2cover)+(2bend-2cover)=(6096-(2x50))+(2x351)-(4x50)= 6498




4) FRAME3.2) Roof beam3.2.5) R6 stirrup for roof beam

2/3/28/1.06 ---------- 178.08m x 0.22kg/m = 39.18kg ----------

39kg

Length of stirrup:

=(229-50)+(351-50)+(229-50)+(351-50)+100=1060

No. of stirrup:Length of beam= 6096=(6096/229)+1= 28 nos.

Hook

sgp4813 measurement of quantities

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