ELEMENTAL COST ANALYSIS - Form 1
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7-Education, Cultural, Scientific BuildinqsI
A-2-4950JOB TITLE Academic Building
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CLIENT: PrivateLOCATION Shah Alam , Selangor TENDER DATE: Oct -93
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INFORMATION ON TOTAL PROJECTProject and Contract information
Project Details and Site Condition: Contract:
The project comprises the construction and completion of 2- Standard PWD Form of Contract (Rev. 10/63) With Quantities Storey Academic Building which sits on an existing slope and
related external and infrastructure works. The site is situated within the existing campus and is accessible from the existing road network within the campus.
Market condition: Competitive
Contract Particulars: Comgetitive Tender List
Type of Contract: PWD Form 203A
D
RMI
INT/(JV)/L(Rev.10/63) With Cost Fluctuation: Yes
Quantities 3,336,875.76 L
No
[J
3,288,665.15 LBasis Of Tender
0
Open/Selected Competition[2]
3,244,913.68 LD
Bills Of Quantities Government 3,203,743.60 L
D
NegotiatedD
PrivateD
3,182,599.30 LBills Of Appr. Quant.
D
SerialD
Provisional Sums RM 100,000.00 Sched. Of Rate/Spec. &. Drawings Prime Cost Sums RM 568,000.00
Preliminaries RM 141,000.00
52 Weeks Contingencies RM
-Contract Period Stipulated by Client: Contract Sum RM 3,182,599.30
52 Weeks Contract Period Offered by Builders:
23 Number Of Tenders Issued: 21 Number Of Tenders Received:
ANALYSIS OF SINGLE BUILDING Design/Shape Information Accommodation and Design Features:
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The building accommodates admin office, workshop, seminar room and lecture hall.
--~s:
Functional Design/ShaQe:Unit: 3,645.00 m2
Lower Ground Floor _ m2 Percentage of Gross Floor
Ground Floor 2,420 m2
r
External Wall Area=
3,504.00 AreaUpper Floor 2,530 m2
/ ' Gross Floor Area 4,950.00
GROSS FLOOR AREA
4,950 m2
/
=
0.7079 a) Below Grd. Floor 0%
b) Single-storey 0%
Storey Heights c) 2-storey 100 %
Av. Below Grd. Level -m d) 3-storey 0%
Usable Area 3,645 m2 At. Grd. Floor 4.80 m e) 4-storey 0%
Circulation Area 905 m2 Above Grd. Floor 3.60 m
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Ancillary Area 400 m2Internal division 2
GROSS FLOOR AREA
4,950 m2
Floor Space NOT Enclosed 600 m2. ' "
Roof Area 2,559 m2
1"
(Structural & Plant Rooms)
Brief Cost Information:
Contract Sum RM 3,182,599.30 Functional Unit Cost
Provisional Sums RM 90,000.00 excluding external works: RM 788.11 perm2
Prime Cost Sums RM 568,000.00
Preliminaries RM 141,000.00 being 4.64 %) of reminder
Contingencies RM
-
being - %)of Contract SumContract Sum less Contingencies RM 3,182,599.30
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ELEMENTAL COST ANALYSIS-Form 2
7-Educational, Cultural, Scientific Buildings
A-2-4950
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SUMMARY OF ELEMENT COSTGROSS FLOOR AREA 4,950 m2 TENDER DATE: October - 93
Preliminaries Shown Separately
Total Cost Of Cost per m2 Element Element Element Reinforced Reinforcement Formwork
Element GFA Unit Unit Rate Ratio per Concrete Kg m2
RM RM Quantity RM m2GFA m3
1 Substructure
lA Piling 324,023.00 65.46 8,140 m 39.81 1.644
-
-1 B Work Below Lowest Floor Finish 483,052.25 97.59 2,863 m2 168.72 0.578 932 127,778 7,643
Group Element Total: 807,075.25 163.05 932 127,778 7,643 2 Superstructure
-2A Frame 436,532.50 88.19 4,950 m2 88.19 1.000 721 105,404 10,002 2B Upper Floors 88,537.00 17.89 2,400 m2 36.89 0.485 244 14,738 2,309 2C Roof 195,288.80 39.45 2,559 m2 76.31 0.517 152 8,695 1,373 20 Stairs 35,566.20 7.19 m2-
47 6,508 292 2E External Walls 66,770.60 13.49 3,504 m2 19.06 0.7082F Windows & External Doors 51,445.60 10.39 53 m2 970.67 0.011
2G Internal Walls & Partitions 45,614.80 9.22 1,939 m2 23.52 0.392
2H Internal Doors 23,616.70 4.77 213 m2 110.88 0.043
Group Element Total: 943,372.20 190.58 1,164 135,345 13,976 3 Finishes
3A Internal Wall Finishes 99,104.70 20.02 8,115 m2 12.21 1.639
3B Internal Floor Finishes 53,578,00 10.82 5,480 m2 9.78 1.107
3C Internal Ceiling Finishes 40,085.00 8.10 3,570 m2 11.23 0.721
3D External Finishes 100,821.00 38.94
-Group Element Total: 293,588.70 59.31
4 Fittings and Furnis~ 60,000.00 12.12 P.e.Sums Allowed Tendergd Sum
5 Services
5A Sanitary Appliances 10,408.00 2.10 8 No 1,301.00 0.002
5B Plumbing Installation 8,000.00 1.62 8,000.00 35,029.00
5C Refuse Disposal
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50 Air-Conditioning & Ventilating System 104,000.00 21.01 2480 Tm~ 41.94 0.501 104,000.00 105,210.005E Electrical Installation 368,000.00 74.34 V 368,000.00 373,775.00
5F Fire Protection Installation 88,000.00 17.78
-
-
-
88,000.00 45,822.005G Lift & Conveyor Installation
included in 5H Communication Installation
Element5E
-5J Special Installation
-5K Builders Profit & Attendance On Services 22,720.00 4.59
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-5L Builder's Work In Connection With services 26,493.00 5.35
-Group Element Total: 627,621.00 126.79 568,000.00 559,836.00
Sub-Total excluding External Works,
Preliminaries and Contingencies 2,731,657.15 551.85
6 External Works 6A Site Work 202,470.80 40.90 6B Drainage 53,181.00 10.74 6C External Services 44,290.35 8.95 60 Ancillary Buildings 6E Recreational Facilities 10,000.00 2.02
Group Element Total: 309,942.15 62.61
Preliminaries 141,000.00 28.48
TOTAL (Less Contingencies) 3,182,599.30 642.94
ELEMENT COST ANALYSIS-Form 3
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7 - Educational, Cultural, Scientific BuildingI
A-2-4950BRIEF SPECIFICATION
GROSS FLOOR AREA:._4-!..!,,:::.95::::0::..:mc.,:2_--,-_ _ _ _ _ _ _ _ _
..:..T:::.EN'-'-=-D:::.E:,:R-:::D::,A,:,:T-:=;E:::-: .,::O:;.::C=,lo::::b
7
e,:-r
-~9::::3'--
_ _ _ _ _ _ _ _ _ _ _
---1
ELEMENT
SPECIFICATION
1 Substructure
1A Piling
1 B Work Below Lowest Floor Finish
2 Superstructure 2A Frame 2B Upper Floors 2C Roof 20 Stairs 2E External Walls
2F Window & External Doors
2G Internal Walls & Partitions 2H Internal Doors
3A Internal Wall Finishes 3B Internal Floor Finishes
3C Internal Ceiling Finishes 3D External Finishes
4 Fittings and Furnishings
150mm x 150mm and 200mm x 200mm PC (Grade 45) SIRIM approved piles average 12m depth. Reinforced concrete pilecap, ground beams, columns stilts, tie beam, suspended slab and ground floor slab.
Reinforced concrete columns, beams and roof beams. Reinforced concrete suspended slabs.
RC flat roof, metal roofling sheet on steel roof trusses,UPVC rainwater down pipe with accessories. Reinforced concrete staircase, cement and sand paving with non-slip nosing tiles and MS
handraling.
Half brickwall in common bricks, 900mm high parapet walls to corridor.
Natural anodized alum composite windows with clear float glass, alum louvred door, timtler flush doors.
Half brickwall in common bricks, and full height gypsum board portion. Timber flush door and fire doors.
Cement & sand plastering and emulsion paint generally 2.1M high glazed ceramic tiles to toilet. Cement and sand paving generally, ceramic tiles to toile,t vinyl flooring, carpet and floor hardener to workshop.
Plaster and paint,'UAC Superfiex' asbestos free ceiling board.
Cement and sand plastering and weathershield paint to walls, cement and sand paving to floors and 'UAC' Superfiex' asbestos free ceiling board.
Provision of Provisional Sum for pentas and furniture and fitting.
~~,-~---~---5 Servises
SA Sanitary Appliances 58 Plumbing Installation 5C Refuse Disposal
50 Air-Condition & Ventilating System 5E Electrical Installation
5F Fire Protection Installation 5G Lift & Conveyor Installation 5H Communication Installation 5J Special Installation
5K Builder's Profit & Attendance On Services
5L Builder's Work In Connection With Services 6 External Works 6A Site Work 6B Drainage 6C External Services 60 Ancillary Buildings 6E Recreational Facilities
ECA Shah Alam spec
Water closet, urinals, wash hand basin, bib tap, soap & toilet roll holder, mirror and robe hook .. Provision of P.C. Sum Not applicable Provision of P.C. Sum Provision of P .C. Sum Provision of P.C. Sum Not applicable Included in 5E Not applicable
Builder's profit and attendance in connection with M&E services.
Builder's works in connection with M&E services.
Site clearance, earthworks, roadwork crib retaining wall and turfing.
300mm Dia half round sail glazed ware drain, precast conc cover slab, MS grating, sumps and 750mm dia PC culverts.
Sewerage pipe and brick manhole with cast iron heavy duty manhole cover and provision of provisional sum of RM 20,000.00 water reticulation
Nil
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INSTITUTION OF SURVEYORS MALAYSIA
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l3UlLDING COST INFORMATION CENTRE
6 EXTERNAL WORKS
6A
Site work
6B
Drainage
6C
External services
6D
Ancillary buildings
6E
Recreational facilities
Element Total
TOTAL ( less Contingencies)
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INSTITUTION OF SURVEYORS MALAYSIA
BUILDING COST INFORMATION CENTRE
ELEMENTAL COST ANALYSIS - Form 3
GROSS FLOOR AREA:
ELEMENT
1
SUBSTRUCTURE
lA
Work Below Lowest Floor Finish
/
2 SUPERSTRUCTURE
2A
Frame
2B
Upper floor /
2C
Roof
2D
Stairs
2E
External wall
/
2F
Windows
&
External Doors
/
2G
Internal Wall
&
partition
2H
Internal doors
3 FINISHES
3A
Internal wall finishes
3B
Internal floor finishes
/
3C
Internal ceiling finishes
3D
External finishes
/19
-BUILDINGS, SPACES IN GENERAL
IA -
1 - 106 '
106 m2
TENDER DATE
15-Nov-99
SPECIFICATION
Reinforced concrete column stump, ground beam,
floor bed comprising hardcore, lean concrete,reinfored concrete
bed.
Reinforced concrete column, beam and roof beam "
Not Applicable
Structural timber members with cement rooftiles,GI rain water drainage
Not Applicable
Generally halfbrickwall in cement
&
sand brick
rTimber frame adjustable louvres windows and fixed louvres windows
w;~w
//""
with clear sheet glass; Timber flush door
,
&
MS roller shutter
~
One brickwal and halfbrickwall in cement and sand brick
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Timber frame waterproofed plywood flush door
Plastering
&
paint generally with glazed wall tiles to toilet area
Cement rendering generally. Ceramic tiles to toilet
v
Asbestos-free cement ceiling board
/'
It
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INSTITUTION OF SURVEYORS MALAYSIA
BUILDING COST INFORMATION CENTRE
ELEMENTAL COST ANAL YSIS - Form 3
GROSS FLOOR AREA:
ELEMENT
4 FITTINGS
&
FURNISHINGS
5 SERVICES
5A
Sanitary appliances
£.