sgp4813 measurement of quantities

www.utm.my innovative ● entrepreneurial ● global 1

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

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.

@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 ----------

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

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

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 ----------

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.

3) WBLFF

3.2) Ground beam3.2.1) Excavation for ground beam

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

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 ----------

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 ----------

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 ----------

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.

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

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

50mm thick sand

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

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

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 ----------

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 ----------

50mm thick sand

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

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

50mm thick sand

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

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

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 ----------

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

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

Height of wall

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

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

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.

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 ----------

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

Soffit

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

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

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 ----------

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.

sgp4813 measurement of quantities

Business

measurement of kinematic quantities through simple...

2. measurement of physical quantities. 2.1. acquisition of...

measurement of chemical quantities 2014...

chapter 1 introduction: measurement, physical quantities ......

basic magnetic quantities and the measurement of the...

method of measurement for road works - preparation of bill...

chapter 1 measurement of physical quantities

physical quantities, units & measurement (qum)

basic magnetic quantities and the measurement of the...

properties, quantities & measurement

dbs1012 chapter 1 physical quantities and measurement

traceable dynamic measurement of mechanical quantities

analyze large quantities of measurement data analyze large...

test & measurement instruments - groupe …€¦ · the...

quantities for radiation measurement and dose assessment ·...

chemical quantities 10.1 the mole: a measurement of matter

introductory physics - physical quantities, units and...

discussion paper: traceable measurement · this paper...

roziesmaga.files.wordpress.com€¦ · web viewtopic :...

measurement of aerodynamic and acoustic quantities ... ·...