1. The document provides an elemental cost analysis for the proposed construction of a 4-storey primary school building with 36 classrooms and other facilities, and a single-storey canteen. 2. The total construction cost is estimated to be RM6,949,424.43 excluding contingencies, with the largest cost elements being substructure works, superstructure, finishes, and services. 3. Key specifications outlined include reinforced concrete structural elements, 115mm thick brick walls, metal framed doors and windows, roofing with concrete tiles and insulation, and ceramic wall tiles and ceiling boards for internal finishes.

1. ELEMENTAL COST ANALYSIS - FORM 1
Project Details and Site Condition :
Agreement and conditions of PAM Contract 2006 Edition
(With Quantities)
Market Conditions : COMPETITIVE
Contract particulars : Competitive Tender List
Type of Contract : Agreement and conditions of PAM Yes
Basis of Tender : No /
Bills of Quantities / /
/
RM
RM
Contract Period Stipulated by Client: 10 months RM
Contract Period Offered by Builders: 10 months RM
Numbers of Tenders Issued : N/A RM
Numbers of Tenders Received : N/A
ANALYSIS OF SINGLE BUILDING
Accomodation and Design Features:
Areas :
Functional unit: m² Design / Shapes
Lower Ground Floor m² Percentage of Gross Floor Area
Ground floor 1402 m²
Upper Floors m² External Wall Area = (a) %
Gross Floor Area m² Gross Floor Area
(b) 9
Usable Area m² = (409 m²)
Circulation Area m²
Ancillary Area m² (c)
Internal Division m² Storey Heights:
Gross Floor Area m²
Av. Below Ground Floor m (d)
Floor Spaces NOT Enclosed: m²
At Ground Floor m
Roof Area : m² (e) 91 %
(Structural and Plant Rooms) Above Ground Floor m
(average)
Brief Cost
Contract sum RM Functional Unit Costs :
excluding external works RM 1,998.52 per m2
Provisional Sums RM
Prime Cost Sums RM
Preliminaries RM
Contigencies RM
RM
Contract 2006 Edition (With Quantities)
Int (JV)/L
N/A
Open / Selected
Competition
Negotiated
1,091,800.00
7 - Educational, Cultural, Scientific Buildings
A - 4 - 4717
Project and Contract Information
(4308 m²)
Bills of Appr. Quant.
Spec. & Drawings
Schedule of rates / Serials
Preliminaries
Prime Cost Sums
Private
Provisional Sums
2950
5426
%
%
%
Below Ground Floor
2872
6,949,424.43
1,091,800.00
7,249,424.43Contract Sum
300,000.00
Single-Storey
Construction
Two-storey Construction
3 - storey Construction
4 - storey Construction
360,000.00
7,249,424.43
194
4717
3401
4.51
3.21
-
3.51
Design/Shape Information
being
being298,000.00
4717 4717
2950 1.150
Contract Sum less Contingencies
507
1067
% of remainder
% Contract Sum
4.29
300,000.00
The primary school is a 4 storey building comprising with 36 unit of classrooms, offices, library, labs, store and others facilities and 1 storey building of canteen. The building
is generally rectangular in shape.
Contigencies
-
3315
N/A
298,000.00
360,000.00
RM
Contract :
Proposed a primary school of 4 storey building comprising with 36 unit of classrooms, offices,
library, labs, store and others facilities and 1 storey building of canteen.
INSTITUTION OF SURVEYORS MALAYSIA
BUILDING COST INFORMATION CENTRE
Cost Fluctuation:
Government
JOB TITLE :
LOCATION :
INFORMATION TOTAL PROJECT
Government
15th March 2013
Accessibility to site is good
Overall site is generally flat.
CADANGAN MEMBINA SEBUAH SEKOLAH JENIS KEBANGSAAN (C) BUKIT
SERDANG YANG MENGANDUNGI BLOK BANGUNAN 36 UNIT BILIK
DARJAT,PEJABAT, PERPUSTAKAAN, BILIK GURU, MAKMAL, STOR DAN LAIN-
LAIN KEMUDAHAN 4 TINGKAT DAN 1 BLOK BANGUNAN KANTIN 1 TINGKAT.
DAERAH PETALING, SELANGOR. TENDER DATE :
CLIENT :

2. 7 - Educational, Cultural, Scientific Buildings
GROSS FLOOR AREA : 4,717 m² TENDER DATE : 15th March 2013
Total Cost Cost per m2 Element Element Reinforced Rein- Formwork
of Element GFA unit rate Ratio per Concrete forcement
RM RM RM m2 GFA m3 kg m2
Piling 131,922.60 27.97 2,286 m 57.71 0.485 - - -
Work Below Lowest Floor 560,986.85 118.93 1,402 m² 400.13 0.297 327 24,238 1,380
Finish
692,909.45 146.89 - - 327.00 24,238.00 1,380.00
883,940.85 187.39 4,717 m² 187.39 1.000 677 110,167 1,163
573,542.79 121.59 3,315 m² 173.01 0.703 563 45,422 5,333
451,534.18 95.72 3,411 m² 132.38 0.723 22 990 223
67,892.06 14.39 - - 39 4,518 320
176,586.00 37.44 3,931 m² 44.92 0.833 - - -
216,355.70 45.87 1,495 m² 144.72 0.317 - - -
62,774.00 13.31 1,646 m² 38.14 0.349 - - -
31,140.05 6.60 136 m² 228.97 0.029 - - -
2,463,765.63 522.31 - - 1,301.00 161,097.00 7,039.00
3. Finishes
299,237.00 63.44 6,733 m² 44.44 1.427
112,050.50 23.75 5,555 m² 20.17 1.178
175,402.50 37.18 7,258 m² 24.17 1.539
309,467.00 65.61
896,157.00 124.38 - -
10,000.00 2.12 - -
5. Services
93,425.00 19.81 450 Nos 207.61 -
360,000.00 76.32 - -
- - - -
- - - -
600,000.00 127.20 - -
100,000.00 21.20 - -
- - - -
- - - -
- - - -
31,800.00 6.74
- -
- - - -
1,185,225.00 244.52 - - -
5,248,057.08 1,040.22
6. External Works
674,141.85 142.92 - -
572,299.50 121.33 - -
129,926.00 27.54 - -
27,000.00 5.72 - -
- -
1,403,367.35 297.51
Preliminaries 298,000.00 63.17
TOTAL ( less Contigencies ) 6,949,424.43 1,400.90
6E Recreational Facilities
6B Drainage
6C External Services
6D Ancillary Buildings
Sub-total excluding External Works,
Preliminaries and Contingencies
6A Site Work
5K Builder's Profit & Attendance
on Services
Group Element Total :
5L Builder's Work in Connection
With Services
-
100,000.00
-
31,800.00
-
-
-
-
5F Fire Protection Installation
5E Electrical Installation
5J Special Installation
5G Lift & Conveyor Installation
5H Communication Installation
-
5C Refuse Disposal
5D Air-conditioning & Ventilation
System
-
P.C.Sums Allowed (RM)
Group Element Total :
3D External Finishes
Group Element Total :
Tendered
Sums (RM)
5A Sanitary Appliances
5B Plumbing Installation
2E
3C
Internal Wall Finishes
Internal Floor Finishes
Internal Ceiling Finishes
Internal Doors
3A
3B
2F
Quantity
4. Fittings and Furnishing
360,000.00
600,000.00
2H
Stairs
Roof
Upper Floor
1A
1B
2G
2 Superstructure
2D
Frame
External Wall
Windows & External Doors
Internal Walls & Partitions
2A
2B
2C
-
1,091,800.00
INSTITUTION OF SURVEYORS MALAYSIA
BUILDING COST INFORMATION CENTRE
Unit
Preliminaries Shown Separately
Element
SUMMARY OF ELEMENT COSTS
1. Substructure
Group Element Total :
Group Element Total :
-
-
-
-
-
-
-
-
-
-
A - 4 - 4717
ELEMENTAL COST ANALYSIS - Form 2
-
-
-
-
-
-
-
-

3. INSTITUTION OF SURVEYOR MALAYSIA
BUILDING COST INFORMATION CENTRE
ELEMENTAL COST ANALYSIS - Form 3 7 - Educational, Cultural, Scientific Buildings
GROSS FLOOR AREA : 4717 m² TENDER DATE : 15th March 2013
1 Substructure
1A Piling
1B Work Below Lowest Floor Finish
2 Superstructure
2A Frame
2B Upper Floors
2C Roof
2D Staircase
2E External Walls
2F Windows & External Doors
2G Internal Walls & Partition
2H Internal Doors
3 Finishes
3A Internal Wall finishes
3B Internal Floor Finishes
3C Internal Ceiling Finishes
3D External Finishes
4 Fittings and Furnishings
5 Services
5A Sanitary Appliances
5B Plumbing Installation
5C Refuse disposal
5D Air-Conditioning & Ventilation
System
5E Electrical Installation
5F Fire Protection Installation
5G Lift & Conveyor Installation
5H Communication Installation
5J Special Installation
5K Builders's Profit & Attendance on
Services
5L Builders's Work in Connection With
Services
6 External Works
6A Site Works
6B Drainage
6C External Services
6D Ancillary Building
6E Recreation Facilities
A - 4 - 4717
Nil
Prime Cost Sum allowance
Nil
Nil
Prime Cost Sum allowance including telephone services (including ELV system)
EZYFLIK, CAM, KRISTO, ATGET range of fittings and sundries
Signages
Road works, fencing and gates and landscaping works.
External water reticulation
Nil
Nil
Builder’s profit and attendance to all Prime Cost Sums.
Nil
Surface water drainage comprising surface water drains, pipe culverts and sumps. Sewer
drainage comprising sewer pipes and manholes.
Prime Cost Sum allowance.
Nil
115mm thick common clay brickwalls
Metal frame plywood flush door with cylindrical entrance lockset and cylindrical privarcy lockset.
300 x300mm MML homogenous tiles and approved flexible polymer cementitious waterproofing
system
Cement and sand plastering with one coat of "SEAMASTER" Arcryseal Alkali Fungus resistant
and two coats of platinum luxury matt, 300x300mm MML glazed homogeneous, 300 x 300mm
MML glazed ceramic wall tiles
"Superflex" Asbestos free ceiling board to 3rd floor. Resisting primer sealer and two coats of
emulsion paint
BRIEF SPECIFICATION
SPECIFICATION
Reinforced concrete pilecaps, pad footing, column stumps, ground beams, aprons, ramps and
ground slabs.
Reinforced concrete columns, stiffener, beams and roof beams.
115mm thick common clay brickwalls
ELEMENT
200mm x 200mm Precast reinforced concrete piles drive in average 15.0m depth
Metal frame plywood flush door, adjustable lovered window, fixed glass lovered, mild steel roller
shutter and ironmongeries.
Reinforced concrete suspended floor slabs.
Steel truss with 'Monier' concrete roofing tile with double sided aluminium foil laid on fribre glass
insulation and rockwool insulation. Reinforced concrete roof slab with waterproofing membrane
system. G.I. gutter and UPVC rainwater goods.
Reinforced concrete staircase with cement and sand paving trowelled smooth. 900mm High mild
steel balustrades and handrailing.
Guardhouse and Refuse Chamber
Cement and sand plastering with one coat of "SEAMASTER" Arcryseal Alkali Fungus resistant
and two coats of weathershieen Arcrylic, 300x300mm MML glazed homogeneous wall tiles to
canteen; 100mm Thick conceret pavers to assembly hall and drop off; "Superflex" Asbestos free
ceiling board to 3rd floor. Resisting primer sealer and two coats of weather resistant paint.