Eca presentation slides
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ELEMENTAL COST ANALYSIS
Transcript of Eca presentation slides
E L E M E N T A L C O S T A N A LY S I S
NO. NAME STUDENT ID1 CALVIN WONG PING KET 03224812 CHAN TIAN JI 03208313 VIVIAN TAY HUEY SHUEN 03238694 WONG JIA JING 03272215 YEAP PHAY SHIAN 03222436 SOO PING ZHENG 03313657 SOO YON LI 03228218 TAM ZHAO WEI 03225879 LOO SIAH MONG 0321995
10 MICHELLE TUNG MAN KAYE 032417511 LEE FONG YEN 032197612 LEE JIA KIAM 032002913 LEE LIN HUI 032279714 ELISSA CHANG YUH TING 032690915 FARAH AIDA 0322962
GROUP F MEMBERS
ECA FORM 1
ECA FORM 1
ECA FORM 1
PROJECT DETAIL
BRISTOL TECHNOLOGY
Client : Bristol Trading Sdn Bhd
Proposed Project : Proposed Corporate Headquarters For Bristol Trading Sdn Bhd on lot 5178, 5179 and 8609
Location : Mukim Kajang, Daerah Hulu Langat, Selangor Darul Ehsan.
PROJECT DETAIL
Contract Sum : Lump sum of RM4,898,990.00 Date of Possession of Site : 21st May 2003 Date of Completion : 21st January 2004 Completion Period : 8 months (inclusive of public holidays)
Quantities provided in the Bills of Quantity act only as a guidance where contractor shall compute their own quantities.
CONTRACT DETAIL
Liquidated and Ascertain Damages for non-completion : RM 2,000.00 per day
Defects Liability Period : 12 months from the date of Certificate of Practical Completion
Completion Period of final measurement and valuation : 6 months from the date of Certificate of Practical Completion
CONTRACT DETAIL
LOCATION PLAN
SITE PLAN
Proposed Corporate Headquarters for Bristol Trading Sdn Bhd on lot 5178, 5179, and 8609
BUILDING ANALYSIS
INTERNAL BUILDING
ECA FORM 1
ECA FORM 1
ECA FORM 1
GROSS FLOOR AREA TO BE MEASURED
LOWER GROUND FLOOR PLAN OFFICE
GROUND FLOOR PLAN GALLERY & FOYER
MEZZANINE FLOOR PLAN GALLERY, MEETING & TRAINING ROOM
FIRST FLOOR PLAN OFFICE
ROOF PLAN CEO OFFICE
NET FLOOR AREA
Usable Area Circulation Area
Ancillary Area Internal Division
NET FLOOR AREA
Total area of all enclosed spaces fulfilling the main functional requirements of the building.
USABLE AREA
CIRCULATION AREATotal area of all enclosed spaces forming entrance halls, corridors, staircases, lift wells, connecting links and the like.
NET FLOOR AREA
ANCILLARY AREA
INTERNAL DIVISIONTotal area of all enclosed spaces forming entrance halls, corridors, staircases, lift wells, connecting links and the like.
Total area of all enclosed spaces for lavatories, cloakrooms, kitchens, cleaner’s room, lift, plant and tank rooms and the like, supplementary to main function of the building.
ECA FORM 1
LOWER GROUND FLOOR
LOWER GROUND FLOOR PLANUsable Area
Circulation Area
Ancillary Area
Internal Division
GFA :1585 m2
GROUND FLOOR
GROUND FLOOR PLANUsable Area
Circulation Area
Ancillary Area
Internal Division
GFA : 1357 m2
UPPER FLOORSMezzanine Floor | First Floor | Roof Floor
GFA : 1755m2
MEZZANINE FLOOR PLANUsable Area
Circulation Area
Ancillary Area
Internal Division
FIRST FLOOR PLANUsable Area
Circulation Area
Ancillary Area
Internal Division
ROOF PLANUsable Area
Circulation Area
Ancillary Area
Internal Division
UNENCLOSED AREA
UNENCLOSED AREANot Enclosed Area
26.96m2
ROOF AREA
UPPER ROOF PLANUpper Roof Area
1956m2
ECA FORM 1
ECA FORM 1
ECA FORM 1
ECA FORM 1
FUNCTIONAL UNIT COST
ECA FORM 2
ECA FORM 2
1. SUBSTRUCTURE
1.1 Work Below Lowest Floor Finish
Total Cost of Element : RM 140,636.10 Cost per m2 GFA : 30.19
Element Unit Quantity : 1585 m2 Element Unit Rate : 88.73
Element Ratio per m2 GFA : 0.340 Reinforced Concrete : 12,399 m3
Reinforcement (kg) : 27,537 kg Formwork (m2) : 778 m2
1. SUBSTRUCTURE
1.1 Work Below Lowest Floor Finish
1. SUBSTRUCTURE
1.1 Work Below Lowest Floor Finish
2. SUPERSTRUCTURE
Total Cost of Element : RM 307,836.20 Cost per m2 GFA : 66.09
Element Unit Quantity : 4658 m2 Element Unit Rate : 65.54
Element Ratio per m2 GFA : 1.008 Reinforced Concrete : 345 m3 Reinforcement (kg) : 70,257 kg
Formwork (m2) : 4462 m2
2. SUPERSTRUCTURE
2.1 Frame
2. SUPERSTRUCTURE
2.1 Frame
Total Cost of Element : RM 233,346.70 Cost per m2 GFA : 50.10
Element Unit Quantity : 3278 m2 Element Unit Rate : 71.19
Element Ratio per m2 GFA : 0.704 m2 Reinforced Concrete : 421.00 m3 Reinforcement (kg) : 41,342.00 kg
Formwork (m2) : 2,812.00 m2
2. SUPERSTRUCTURE
2.2 Upper Floors
2. SUPERSTRUCTURE
2.2 Upper Floors
Total Cost of Element : RM 407,168.30 Cost per m2 GFA : 87.41
Element Unit Quantity : 1,671 m2 Element Unit Rate : 243.67
Element Ratio per m2 GFA : 0.359 Reinforced Concrete : - Reinforcement (kg) : -
Formwork (m2) : -
2. SUPERSTRUCTURE
2.3 Roof
2. SUPERSTRUCTURE
2.3 Roof
2. SUPERSTRUCTURE
2.3 Roof
2. SUPERSTRUCTURE
2.3 Roof
Total Cost of Element : RM 98,529.00 Cost per m2 GFA : 21.15 Element Unit Quantity : -
Element Unit Rate : - Element Ratio per m2 GFA : - Reinforced Concrete : 64 m2 Reinforcement (kg) : 1791 kg
Formwork (m2) : 352 m2
2. SUPERSTRUCTURE
2.4 Stairs
2. SUPERSTRUCTURE
2.4 Stairs
Total Cost of Element : RM 135,746.00 Cost per m2 GFA : 29.14
Element Unit Quantity : 2,114 m2 Element Unit Rate : 64.21
Element Ratio per m2 GFA : 0.450 Reinforced Concrete : - Reinforcement (kg) : -
Formwork (m2) : -
2. SUPERSTRUCTURE
2.5 External Walls
2. SUPERSTRUCTURE
2.5 External Walls
Total Cost of Element : RM 402,028.90 Cost per m2 GFA : 86.31
Element Unit Quantity : 763 m2 Element Unit Rate : 526.91
Element Ratio per m2 GFA : 0.164 Reinforced Concrete : - Reinforcement (kg) : -
Formwork (m2) : -
2. SUPERSTRUCTURE
2.6 Windows & External Doors
2. SUPERSTRUCTURE
2.6 Windows & External Doors
Total Cost of Element : RM 63,218.90 Cost per m2 GFA : 13.57
Element Unit Quantity : 2142 m2 Element Unit Rate : 29.51
Element Ratio per m2 GFA : 0.460 Reinforced Concrete : - Reinforcement (kg) : -
Formwork (m2) : -
2. SUPERSTRUCTURE
2.7 Internal Walls & Partitions
2. SUPERSTRUCTURE
2.7 Internal Walls & Partitions
Total Cost of Element : RM 24,346.90 Cost per m2 GFA : 53.01
Element Unit Quantity : 614 m2 Element Unit Rate : 39.65
Element Ratio per m2 GFA : 0.132 Reinforced Concrete : - Reinforcement (kg) : -
Formwork (m2) : -
2. SUPERSTRUCTURE
2.8 Internal Doors
2. SUPERSTRUCTURE
2.8 Internal Doors
3. FINISHES
Total Cost of Element : RM33,140 Cost per m2 GFA : 7.11
Element Unit Quantity : 1657 Element Unit Rate : 20.00
Element Ratio per m2 GFA : 0.356 Reinforced Concrete : - Reinforcement (kg) : -
Formwork (m2) : -
3. FINISHES
3.1 Wall Finishes
3. FINISHES
3.1 Wall Finishes
Total Cost of Element : RM103,748 Cost per m2 GFA : 22.27
Element Unit Quantity : 5608 Element Unit Rate : 18.50
Element Ratio per m2 GFA : 1.204 Reinforced Concrete : - Reinforcement (kg) : -
Formwork (m2) : -
3. FINISHES
3.2 Internal Wall Finishes
3. FINISHES
3.2 Internal Wall Finishes
4. FITTINGS & FURNISHINGS
4. FITTINGS & FURNISHINGS
5. SERVICES
5. SERVICES
Total Cost of Element : RM35,395 Cost per m2 GFA : 7.60
Element Unit Quantity : 211 No. Element Unit Rate : 167.75
Element Ratio per m2 GFA : 0.045 Reinforced Concrete : - Reinforcement (kg) : -
Formwork (m2) : -
5.1 Sanitary Appliances
5. SERVICES
5.1 Sanitary Appliances
5. SERVICES
5.1 Sanitary Appliances
5. SERVICES
6. EXTERNAL WORKS
Total Cost of Element : RM 120,000.00 Cost per m2 GFA : RM25.76
Element Unit Quantity : - Element Unit Rate : -
Element Ratio per m2 GFA : - Reinforced Concrete : - Reinforcement (kg) : -
Formwork (m2) : -
6. EXTERNAL WORKS
6.1 Site Work
6. EXTERNAL WORKS
6.1 Site Work
Total Cost of Element : RM 14,860.00 Cost per m2 GFA : RM3.19 Element Unit Quantity : -
Element Unit Rate : - Element Ratio per m2 GFA : -
Reinforced Concrete : - Reinforcement (kg) : -
Formwork (m2) : -
6. EXTERNAL WORKS
6.2 Drainage
6. EXTERNAL WORKS
6.2 Drainage
ECA FORM 2
ECA FORM 3
ECA FORM 3
ECA FORM 3
ECA FORM 3
ECA FORM 3
ECA FORM 3
ECA FORM 3
THANK YOU！
