Basic Magnetic Quantities and the Measurement of the Magnetic
Sgp4813 measurement of quantities
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Transcript of Sgp4813 measurement of quantities
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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)
● [email protected]● [email protected]● 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 houseOwner: Panicsonic Sdn BhdArchitect: A to Z Sdn BhdDrawing Title: Ground beam and foundation plan-------------------------------------------------------------------------Drawn by: SheilaChecked by: Aaron
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
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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)
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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 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
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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
2.1) Piling including all related works
6.10 6.10 ---------- 37.21 37 m2 ----------
Area of the building:Length = 3048 + 3048 = 6096Width = 3048 + 3048 = 6096
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
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
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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
2.3) 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
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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 15 for pile cap
9 / 1.22 1.22 0.05 ---------- 0.67 1 m3 ----------
Size of pile cap:Length = 1219 Width = 1219
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
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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
@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 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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
@100 c/c
Height of column stump
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
General Notes
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
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
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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 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
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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 beam3.2.2) Reinforced concrete Grade 30 for
ground beam
2/3/6.10 0.23 0.35 ---------- 2.95m3 3m3 ----------
Size of ground beam:Length=3048+3048=6096Width = 229Thickness = 351
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 beam3.2.3) 50mm thick lean concrete Grade
15 for ground beam
2/3/6.10 0.23 0.05 ---------- 0.42m3 1 m3 ----------
Size of ground beam:Length=3048+3048=6096Width = 229Thickness = 351
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 houseOwner: Panicsonic Sdn BhdArchitect: A to Z Sdn BhdDrawing Title: Ground beam and foundation plan-------------------------------------------------------------------------Drawn by: SheilaChecked by: Aaron
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
@100 c/c
Height of column stump
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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 beam3.2.4) Formwork for ground beam
2/3/2/6.10 0.35 ---------- 25.62 26m2 ----------
Size of ground beam:Length=3048+3048=6096Width = 229Thickness = 351
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) WBLFF3.2) Ground beam3.2.5) 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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
3) WBLFF3.2) Ground beam3.2.6) 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
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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 slab3.3.1) Excavation for ground slab
7.30 7.30 0.50 ---------- 26.65m3 27 m3 ----------
Area of slab including apron = length x widthDepth of excavation = 500mm
6096 + 1200 (apron) = 7296
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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
3) WBLFF3.3) Ground slab3.3.2) Reinforced concrete G30 in
ground slab
7.30 7.30 0.15 ---------- 7.99m3 ---------- 8 m3
Area of slab = length x widthDepth of excavation = 500mm
300mm thick hardcore
BRC A8 150mm thick concrete slab
DPM
50mm thick sand
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
3) WBLFF3.3) Ground slab3.3.3) Formwork for ground slab
4/7.30 0.15 ---------- 4.38m2 ----------
4 m2
Area of slab = length x widthDepth of excavation = 500mm
300mm thick hardcore
BRC A8 150mm thick concrete slab
DPM
50mm thick sand
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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 slab3.3.4) BRC A8 for ground slab
7.30 7.30 ---------- 53.29m2 ----------
53 m2
Area of slab including apronDepth of excavation = 500mm
Length = 6096 + 1200 = 7296
300mm thick hardcore
BRC A8 150mm thick concrete slab
DPM
50mm thick sand
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd3) WBLFF3.3) Ground slab3.3.5) DPM for ground slab
53 m2
Area of slab = length x widthDepth of excavation = 500mm
300mm thick hardcore
BRC A8 150mm thick concrete slab
DPM
50mm thick sand
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
3) WBLFF3.3) Ground slab3.3.6) 50mm sand blinding for ground
slab
53 m2
Area of slab = length x widthDepth of excavation = 500mm
300mm thick hardcore
BRC A8 150mm thick concrete slab
DPM
50mm thick sand
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
3) WBLFF3.3) Ground slab3.3.7) Hardcore for ground slab
7.30 7.30 0.30 ---------- 15.99m3 ----------
16 m3
Area of slab = length x widthDepth of excavation = 500mm
300mm thick hardcore
BRC A8 150mm thick concrete slab
DPM
50mm thick sand
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
3) WBLFF3.4) Half round glazeware perimeter
drain size 150mm diameter
4/7.30 ---------- 29.20m ----------
29 m
Area of slab = length x widthDepth of excavation = 500mm
300mm thick hardcore
BRC A8 150mm thick concrete slab
DPM
50mm thick sand
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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) 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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
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
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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 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
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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 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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
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
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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 houseOwner: Panicsonic Sdn BhdArchitect: A to Z Sdn BhdDrawing Title: Ground beam and foundation plan-------------------------------------------------------------------------Drawn by: SheilaChecked 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= a x b x 2
a = 42482 + 30002
a = 5200
b = 6096 + 1200 + 1200b = 8496
5.1) Steel roof trusses and corrugated aluminium steel roof covering
2/8.50 5.20 ---------- 88.40m2 88 m2 ----------
Front and rear elevation
Right and left elevation
a
b
3m
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
6) DOOR and WINDOW Door can bemeasured eitherin m2 or number. If enumerated thenneed to state type and size
6.1) Single leaf panel door size 2100 x 900 including frame and painting
2/2.10 0.90 ---------- 3.78 4 m2 or 2 nos ----------
Front and rear elevation
Right and left elevation
a
b
3m
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
6) DOOR and WINDOW Window can bemeasured eitherin m2 or number. If enumerated thenneed to state type and size
6.2) Adjustable louvres window 1200 x 600 including frame , painting and glass
2/6/1.20 0.60 ---------- 8.64 8.64 m2 or 12 nos ----------
Front and rear elevation
Right and left elevation
a
b
3m
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
7) WALL AND PARTITION
7.1) Half brickwall in comon brick
4/ 6.10 3.00 73.20 Less opening (e.g. door and window) 2/2.10 0.90 3.78 (door)
61 m22/6/1.20 0.60 8.64 (window) 60.78
Front and rear elevation
Right and left elevation
a
b
3m
Brickwall
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
8) FINISHES Area of plasteringand panting =Area of wall x 2
Area of ceiling =area of slab
8.1) Wall - Plastering and painting
2/ 61m2 122 m2
8.2) Floor Finishes – cement render
53 m2
8.3) Ceiling 53 m2
Front and rear elevation
Right and left elevation
a
b
3m
Brickwall
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
9) SUNDRIES Assumption.
1 no of counter for frontdesk.9.1) Built-in counter size 1800mm x 900mm x 725mm(h).
1 1 no.
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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 Clearance1. 1 Clear the site including grubbing of trees,
shrubs and demolish any existing structure and cart away and dump to the specified location.
M2 100 2.40 240.00
1. Site Clearance 240.00
2. Foundation2.1 Piling works2.2 Excavation for pile cap < 2m deep2.3 Reinforced concrete G302.4 Lean concrete G152.5 Sawn formwork 2.6 Reinforcement bar Y12
M3M3M3M2Kg
2141
14294
39.50286.30194.50
29.603.00
829.501,145.20
194.50414.40882.00
2. Foundation 3,465.60
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
Bills of Quantities Unit Quantity Rate Amount
3. WBLFF3.1 Column Stump3.1.1 Reinforced Concrete G303.1.2 Sawn formwork3.1.3 Reinforcement bar Y123.1.4 Reinforcement bar R6
3.2 Ground beam3.2.1 Excavation for ground beam < 1m deep3.2.2 Reinforced concrete G303.2.3 Lean concrete G153.2.4 Sawn formwork 3.2.5 Reinforcement bar Y123.2.6 Reinforcement bar R6
M3M2KgKg
19
957
297.1029.80
3.003.00
297.10268.20285.00
21.00
Total 871.30
M3M3M3M2 Kg Kg
331
269732
20.80293.50201.70
29.603.003.00
62.40880.50201.70769.60
29196
Total 2,301.20
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
Bills of Quantities Unit Quantity Rate Amount
3. WBLFF3.3 Ground slab3.2.1 Excavation for ground slab < 1m deep3.2.2 Reinforced concrete G303.2.3 Sawn formwork 3.2.4 BRC A83.2.5 DPM3.2.6 Sand blinding3.2.7 Hardcore
3.4 Perimeter DrainHalf round glazeware 150mm dia.
M3M3M2M2 M2 M2 M3
2784
53535316
20.80293.50
29.6023.1012.90
2.6051.80
561.602,348.00
118.401,224.30
683.70137.80828.80
Total 5,902.60
M 29 11.30 327.70
3. WBLFF 9,402.80
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn BhdBills of Quantities Unit Quantity Rate Amount4. Frame4.1 Column4.1.1 Reinforced Concrete G304.1.2 Sawn formwork4.1.3 Reinforcement bar Y124.1.4 Reinforcement bar R6
4.2 Roof Beam4.2.1 Reinforced Concrete G304.2.2 Sawn formwork to sides & soffit4.2.3 Reinforcement bar Y104.2.4 Reinforcement bar R6
M3M2KgKg
125
14423
297.1029.80
3.003.00
297.10745.00432.00
69.00
Total 1,543.10
M3M2 Kg Kg
3349739
297.1029.80
3.003.00
891.301,013.20
291.00117.00
Total 2,312.50
4. Frame 3,855.60
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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 covering5. 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 Window6.1 Single leaf panel door size 2100 x 900
including frame and painting6.2 Adjustable louvres window 1200 x 600
including frame , painting and glass
No
No
2
12
250.00
120.00
500.00
1,440.00
6. Door and window 1,940.00
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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 partition7. 1 Half brickwall in common brick M2 61 39.00 2,379.00
7. Wall and partition 2,379.00
8. Finishes8.1 Wall finishes – plastering & painting 8.2 Floor finishes – cement rendering8.3 Ceiling – gypsum plaster board
M2 M2 M2
1225353
17.7010.6017.70
2,159.40561.80938.10
8. Finishes 3,659.30
9. Sundries9. 1 Built-in counter size 1800mm x 900mm x
725mm(h).No. 1 1500.00 1,500.00
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn Bhd
Summary of Bills of Quantities1. Site clearing 2. Foundation3. WBLFF4. Frame5. Roof and covering6. Door and window7. Wall and partition8. Finishes9. Sundries
Amount (RM)240.00
3,271.19,402.803,855.60
11,730.401,940.002,379.003,659.301,500.00
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
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MEASURING QUANTITIES, PRICING & COST ANALYSIS
Project: Construction and completion of Guard House for Panicsonic Sdn BhdBuilding Cost Analysis
GFA = 37m2Cost/GFA = 1,136.00
Summary 1. Site Clearing2. Foundation3. WBLFF4. Frame5. Roof and covering6. Door and window7. Wall and partition8. Finishes9. Sundries
Amount (RM)240.00
3,271.19,402.803,855.60
11,730.401,940.002,379.003,659.301,500.00
Amount (RM)-under Prelim
3,280.009,400.003,860.00
11,730.001,940.002,400.003,660.001,500.00
Actual % -
8%21%
9%27%
5%6%9%4%
Normal %-
10 -20%5-10%
20-25%5-10%5-10%6-15%
1-5%
Explanation:
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