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Measurement 4

ELEMENTAL COST ANALYSIS

SCHOOL OF ARCHITECTURE BUILDING AND DESIGNBACHELOR OF QUANTITY SURVEYING

MEMBERS OF GROUP B

MAYBELLE WANG SZE KHER 0327553

WENDY TEO SIEW YEN 0328242

ERVINNA ANAK ENDELA @ ENDELLA 0327508

AISHATH HUSSAIN 0320429

CHUANG JING 0322934

JACKSON TING SHII HANG 0324326

KONG ZHEN CHUNG 0319528

LAU CHIN SHENG 0317899

LEONG KARR KHEI 0324362

YONG SING YEW 0318766

ELLIOT PANG TIU SENG 0319438

GOH MING HANN WILLIAM 0317949HAZIM BIN ABDUL AZIZ 0315773

Job Title : Proposed 1 Block of 3 Storey Nursing Home.

BUILDING TO BE ANALYSED

NURSING HOME

Client : Synod Diocese Malaysia BaratProject : Cadangan Pembangunan 1 Blok 3

Tingkat Rumah Kebajikan (“Nursing”) Location : Lot No. PT. 3720, Jalan Besar, Kg.

Baru Sungai Buloh, Seksyen U19, 40160 Shah Alam, Selangor Darul Ehsan.

PROJECT INFO

• Contract Sum : RM 2,997,700• Date of Commencement : 14th June 2004• Date of Completion : 13th December 2005• Deflect Liability : 18 Months • LAD

TNB Substation (14th August 2005) RM 1,000 per dayBuilding Works (13th December 2005) RM 1,000 per day

• Work Programme : 7 days upon the receive of this letter.• Period of Interim Certificate : once in a month. Thirty (30)

days from the date of the architects certificate.• Period of Delay : 3 Months

CONTRACT DETAILS

Measurement 4

ELEMENTAL COST ANALYSIS:

FORM 1

A. Reinforced concrete framed construction 3-Storey building

Gross Floor Area of the building

Motor Room

Second Floor

First Floor

Ground Floor

GROSS FLOOR AREA TO BE MEASURED

Ground Floor Upper Floor

1003m2 1307m2

Total Gross Floor Area = 2310m2

SUMMARY OF GROSS FLOOR AREA

USABLE AREA CIRCULATION AREA

ANCILLARY AREA

INTERNAL DIVISION

NET FLOOR AREA

GROUND FLOOR Ancillary area = 323.63m2 Circulation area

= 248.48m2

Usable area = 392.15m2

Internal divisions= 38.87m2

FIRST FLOOR


Circulation area =

161.48m2Ancillary

area = 58.98m2 Internal

division = 27.68m2

Ancillary area = 29.11m2

Circulation area= 218.50m2


Internal divisions= 26.00m2

SECOND FLOOR

++Ancillary area

= 48.03m2

Circulation area= 11.29m2

FLOOR SPACES NOT ENCLOSED

Not enclosed space= 182.79m²

ROOF PLAN

Roof area= 997.00m²

4.15 m

Total Circulation : 639.75m2 Total Ancillary : 459.75m2 Total Usable : 1117.78m2 Total Internal Division : 92.55m2

SUMMARY OF NET FLOOR AREA FROM GROUND FLOOR TO UPPER FLOOR

Contingencies/ (Contract sum

– Contingencies)

x 100%

Preliminaries/ (Contract sum - Contingencies -Preliminaries) x

100%

Functional Unit cost = (Contract sum – external

works)/Functional Unit

Measurement 4


FORM 2

Particular elemental total cost extracted from BQ

Total cost of element / GFA

Refer to manual section 16.

Eg :-For Piling, only total length of pile is taken.

Total cost of element / Element unit quantity

Element unit quantity / GFA

Convert unit from BQ to required unit

GROSS FLOOR AREA : 2444 m2 TENDER DATE :Preliminaries shown separately

Total cost Cost per m2 Element Element Element Reinforced Rein - Formworkof element GFA unit unit rate Ratio Per Concrete forcement

(RM) (RM) quantity (RM) m2 GFA m3 kg m2 2. Superstructure2.A. Frame 170416.00 69.73 2444 m2 69.73 1.000 176 39042 23402.B. Upper Floors 103743.25 42.45 1339 m2 77.48 0.548 189 12997 11792.C. Roof 178995.20 73.24 1010 m2 177.22 0.413 83 6022 10522.D. Stairs 27270.67 11.16 - - - 24 2077 2262.E. Externall Walls 63358.52 25.92 1579 m2 40.13 0.646 39 328 342.F. Windows & External Doors 57906.25 23.69 241 m2 240.27 0.099 - - -2.G. Internal Walls & Partitions 138353.00 56.61 2794 m2 49.52 1.143 16 768 802.H. Internal Doors 37652.65 15.41 272 m2 138.43 0.111 - - - Group Element Total : 777695.54 318.21 - 527 61234 4831

5 May, 2004

Convert unit from BQ to required unit.E.g. Concrete given in m2 (Quantity x height of slab)Reinforcement given in m2 (Quantity x weightage)Formwork given in m (Quantity x thickness)

GROSS FLOOR AREA : 2444 m2 TENDER DATE :Preliminaries shown separately

Total cost Cost per m2 Element Element Element Reinforced Rein - Formworkof element GFA unit unit rate Ratio Per Concrete forcement

(RM) (RM) quantity (RM) m2 GFA m3 kg m2 2. Superstructure2.A. Frame 170416.00 69.73 2444 m2 69.73 1.000 176 39042 23402.B. Upper Floors 103743.25 42.45 1339 m2 77.48 0.548 189 12997 11792.C. Roof 178995.20 73.24 1010 m2 177.22 0.413 83 6022 10522.D. Stairs 27270.67 11.16 - - - 24 2077 2262.E. Externall Walls 63358.52 25.92 1579 m2 40.13 0.646 39 328 342.F. Windows & External Doors 57906.25 23.69 241 m2 240.27 0.099 - - -2.G. Internal Walls & Partitions 138353.00 56.61 2794 m2 49.52 1.143 16 768 802.H. Internal Doors 37652.65 15.41 272 m2 138.43 0.111 - - - Group Element Total : 777695.54 318.21 - 527 61234 4831

5 May, 2004

Identify the internal door from plan.Get the total surface area of the door. (Area measured over frames)

4. Fittings and Furnishings P.C. Sums 39100.00 16.00 - - - Allowed 5. Services 5.A. Sanitary Appliances 79899.98 32.69 495 No. 161.41 - -5.B. Plumbing Installation 170000.00 69.56 - - - 170000.005.C. Refuse Disposal - - - - - -5.D. Air conditioning and 15000.00 6.14 - Tm3 15000.00 Ventilation System 5.E. Electrical Installation 365000.00 149.35 - - - 365000.00

5.F. Fire Protection Installation 124000.00 50.74 - - - 124000.00

5.G. Lift and Conveyor Installation 120000.00 49.10 - - - 120000.00

5.H. Communication Installation - - - - - -5.J Special Installation - - - - - -

5.K. Builder's Profit and Attendance - - - - - -

on Services

5.L. Builder's Work in Connection - - - - - - with Services Group Element Total : 873899.98 357.57 794000.00

Sub - total excluding External Works, 2340000.00 957.45 Priliminaries and Contingencies

Ironmongeries: RM 33,100Signages: RM 6,000

4. Fittings and Furnishings P.C. Sums 39100.00 16.00 - - - Allowed 5. Services 5.A. Sanitary Appliances 79899.98 32.69 495 No. 161.41 - -5.B. Plumbing Installation 170000.00 69.56 - - - 170000.005.C. Refuse Disposal - - - - - -5.D. Air conditioning and 15000.00 6.14 - Tm3 15000.00 Ventilation System 5.E. Electrical Installation 365000.00 149.35 - - - 365000.00

5.F. Fire Protection Installation 124000.00 50.74 - - - 124000.00

5.G. Lift and Conveyor Installation 120000.00 49.10 - - - 120000.00

5.H. Communication Installation - - - - - -5.J Special Installation - - - - - -

5.K. Builder's Profit and Attendance - - - - - -

on Services

5.L. Builder's Work in Connection - - - - - - with Services Group Element Total : 873899.98 357.57 794000.00

Sub - total excluding External Works, 2340000.00 957.45 Priliminaries and Contingencies

Extracted from Bill No.3-Building Works

Extracted from items under P.C Sum Prices for services only under P.C Sum

6. External Works

6.A. Site Work 119169.50 48.76

6.B. Drainage 167744.50 68.64

6.C. External Services 17086.00 6.99

6.D. Ancillary Buildings 7000.00 2.86

6.E. Recreational Facilities - -

Group Element Total : 311000.00 127.25

Preliminaries 141000.00 57.69 TOTAL ( less Contingencies ) 2792000.00

•Exclude Dayworks Bill total RM35700.00•Exclude Provisional Sum for future expansion of addition floor total RM 20000.00

Amount of items categorized under site works + Landscaping (P.C Sum)

Amount of items categorized under drainage + Septic tank & pump sump (P.C Sum)

Extracted from Contract Bill

Measurement 4


FORM 3

Specification

Piling foundation175mm x 175mm Precast reinforced concrete piles; 15.0m depth

SpecificationRoof: BHP Lysaght "Trimdeck" colorbond Metal decking

Door: Timber skeleton framed flush door

Sanitary appliances: “Johnson Suisse” Basin

Window: Aluminium frame glazed window

Ceiling: "Brefill premix" Skim coating plastering

Floor: Vinyl tile & homogeneous tile

The Purpose of Form 3

It describes the various components in each element including the types and quality of material used

This form provides a brief picture of the building standards and quality and this information is important for cost comparison purposes

Education

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