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ELEMENTAL COST ANALYSIS - FORM 1
8 - Residential Buildings
A - 5 - 47672
JOB TITLE: Proposed 560 Units 5-Storey Apartments CLIENT: Private ,
LOCATION: Klang, Selangor D.E. TENDER DATE: February 1999/
INFORMATION ON TOTAL PROJECT
Project and Contract Information
Project Details and Site Conditions : Contract:
Proposed 560 units 5-storey apartments. M&E services are included in this contract PAM/ISM FORM (With Quantities)
as P.C. items. Piling works are let separate contract. No problem in accessibility tothe site and working space. Overall site is generally flat.
Market Conditions: Competitive
Contract Particulars : Competitve Tender List
Type Of Contract: PAM/ISM Form Of Contract Cost Fluctuation: No RM Int (Jv) / L
(With Quantities)
DBasis Of Tender Open / Selected Government (I) 24,546,424.49 L
Bills Of Quantities 0 Competition ~Private 0 (2) 24,923,374.69 L ('.
Bills Of Appr.Quant. D Negotiated D ((3) 25,378,817.28 L
Sched. Of Rates / D Serial D Provisional Sum RM 684,000.00
Spec. & Drawings (4) 25,457,199.27 L
Contract Period Stip. By Client: 18 months Prime Cost Sum RM 4,850,000.00 (5) 25,618,907.51 L
Contract Period Offered by Builders: 18 months Preliminaries RM 1,069,020.00 (6) 26,298,151.87 L
Number of Tenders Issued: 10 Contingencies RM 500,000.00 (7) 28,311,459.80 L
Number of Tenders Received: 8 Contract Sum RM 24,546,424.49 (8) 28,929,377.92 L
ANALYSIS OF SINGLE BUILDING
Design / Shape Information
Accommodation and Design Features:
4 Blocks of rectangular shaped 5 storey buildings comprising 2 blocks of 120 units and 2 blocks of 160 units apartment.
Areas : Functional Unit: 29,321 m2 / Design Shape:
Ground Floor 10,261 rn2 External Wall Area 22.192 "A '1' Percentage of Gross Floor Area:= = ... I.,
First Floor )/ ' = 9,342 m2 Gross Floor Area = 47,672/
Second Floor = 9,342 m2
Third Floor = 9,342 m2
Fourth Floor = 9,385 m2 a) Below Grd. Fir. : (nil)
GROSS FLOOR AREA = 47,672 rn2 = ;W C. bl1b) Ground Floor : 21.52%
Usable Area = 29,321 m2 Storey Heights :
Circulation Area = 6,825 rn2 Av.Below Grd Floor (nil) m c) First Floor : 19.60%
Ancillary Area = 7,984 m2 ;'CSInternal Division = 3,542 rn2 At Grd. Floor }.048 m d) Second Floor : 19.60%
GROSS FLOOR AREA = 47,672. rn2
Above Ground Floor ~948 m d) Third Floor : 19.60%
Floor Space NOT Enclosed : 2,616 m2 (First - Roof)d) Fourth Floor : 19.68%
Roof Area : 11,239 rn2 //
(Structural & Plant Rooms)
Brief Cost Information Functional Unit Cost
Contract Sum RM 24,546,424.49 excluding external works and contingencies:
Provisional Sum RM 684,000.00 / ( Tender RM 764.99 / m2 )
Prime Cost Sum RM 4,850,000.00 ../
Preliminaries RM 1,069,020.00/being 4.65 % } of remainderContingencies RM 500,000.00 being }Af%/ of Contract Sum
/ )··1Contract Sum less Contingencies RM 24,046,424.49
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...BUILDING COST INFORMATION CENTRE
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BUILDING COST INFORMATION CENTRE
ELEMENTAL COST ANALYSIS· FORM 2
8 - Residential Buildings
A - 5 - 47672 /
SUMMARY OF ELEMENT COSTS
GROSS FLOOR AREA: 47,672 m2 i/ TENDER DATE : February 1999 /Preliminaries Shown Separately
Total Cost Cost per m2 Element Unit Element Element Reinforced Reinforce- FormworkOf Element GFA Qnantity Unit Rate Ratio Concrete ment
(RM) (RM) (RM) perm2GFA m3 kg m2
1 SubstructureIA Piling - -
1I,~18 \lH'jIQ\',,)IB Work Below Lowest Floor 1,065,271.74 22.35 ,/ 1O,261/m2 103.82 ." 0.22/ 2,195 ~.\I 159,140Finish
Group Element Total/
1065271.74 / 22.35 · · ·2 Superstructure
11-.1-, 61,861 vo Ie""',2A Frame 2,092,402.68 43.89 / 47,672 m2 / 43.89/ 1.00/ & 3,584 491,8202B Upper Floors 1,608,962.32 33.75/ .11.355" m231*" )llt91 ltV" (}.£7 0"1 4,208 q.0" 38084'<1 \0'- 184,3412C Roof 1,147,418.22 24.07/ 11,239 m2/ 102.09 / 0.24/ 133 i">lr '966 V f<"".o 4,9012D Stairs 117,359.24 2.46 - - 112 ,\~1 1,079 V It'" 9,4802E External Walls 464,329.04 9.74/ 21,087 m2 22.02 ~ 0.44/2F Windows & External Doors 1,515,593.60 31.79 / 8,331 m2 181.92:/ 0.17/ 159 "/1 *; 3,410 42,3702G Internal Walls & Partitions 1,116,899.16 23.43/ 50,385 m2 22.17 1.06,/2H Internal Doors 548,556.23 11.51/ 6,954 m2 78.88, 0.15/ 16 n 352 4,144
Group Element Total 8611520.49 / 180.64 · · ·3 Finishes
3A Internal Wall Finishes 2,363,875.51 49.59/ 153,547 ,/m2 15.40 / 3.22/3B Internal Floor Finishes 2,137,910.47 44.85 / 41,543/ m2 51.46/ 0.87"'- -3C Internal Ceiling Finishes 411,664.22 8.64/ 45,528/m2 C) 0.96/ - - -3D External Finishes 547,762.44 11.49 / 35,364 / 0.74/ - - -
r(4'~l>/
Group Element Total 5 461,212.64 / 114.5 · · ../
4 Fittings and Furnishings ·
5 Services/
P.c. SUM Allowed Tendered Snm5A Sanitary Appliances 601,540.00 12.62/ 8,400/No 71.61 0.18/ · .5B Plumbing Installation 2,500,000.00 52.44 ,,' · 2,500,000.00
c
5C Refuse Disposal . · - · ·5D Air Conditioning & - · · -
Ventilation System5E Electrical Installation 1,500,000.00 31.47/ - - 1,500,000.00 -5F Fire Protection Installation 50,000.00 1.05/ - - - 50,000.00 -5G Lift & Conveyor Installation 800,000.00 16.78 <" - - - 800,000.005H Communication Installation - - - "
5J Special Installation 100,000.00 2.10 / -- Signages & Letter Boxes
5K Builder's Profit & Attendance 96,000.00 2.01/ - - - -On Services
5L Builder's Work In 48,000.00 1.01,/ - - - -Connection With Services
1(4.'ttGroup Elemental Total 5 695,540.00 I 11!M7 -
Sub total exc. External Works,
/,//j6f.°lj'
Preliminaries & Contingencies 20,833,544.87 wm - - - - -
6 External Works6A Site Work 782,536.49 16.42 ' -6B Drainage 678,476.23 14.23 - - - -6C External Services 111,696.90 2.34 - - - - -6D Ancillary Buildings 571,150.00 11.98,/ - - - - -6E Recreational Facilities - - - -
GrouD Elemental Total 2,143,859.62 / 44.97 I - - -
Preliminaries 1,069,020.00 / 22.42 / - - -
94;·'t;,TOTAL (less Contingencies) 24,046,424.49 ~
/
IBUILDING COST INFORMATION CENTRE
IELEMENTAL COST ANALYSIS -FORM 3
8 - Residential Buildings
A-5-47672
I GROSS FLOOR AREA: 47,672 m2
BRIEF SPECIFICATION
TENDER DATE : February 1999
2E External Walls
2H Internal Doors
3D External Finishes
ELEMENT SPECIFICATION
Generally 115mm thick cement and sand brickwalls except party wall to be common clay brickwalls.
One-hour fire-rated doors, solid timber doors, timber flush door with a layer of PVC lamination surface on one side."CROWN" range of ironongeries been used. /'
Reinforced concrete column, floor beam, roof beam and lift shaft wall. ~ •
Reinforced concrete suspended slab (generally 100mm thick) complete with acrylic polymer cementitious waterproofing systemto wet areas - toilets.
?
Timber roof trusses covered with selected concrete roof tiles complete with rockwool insulation, aluminium sisalation, chickenwire mesh and G.!. Gutter and uPVC rainwater downpipe. Reinforced concrete roof slab with waterproofing membrane.......
Reinforced concrete stair construc.Qon complete with cement and sand paving and non-slip groove lines to edge oftreads and landing. Mild steel hanli{.;iI and balustrades.
Generally 115mm thick cement and sand brickwalls except party wall to be common clay brickwalls. Mild steel handrailand balustrades to balcony.
Natural anodised aluminium composite windows and sliding doors. Timber flush doors.
150mm x 150mm precast concrete piles based on penetration of average 30m deep. The work was let on separatecontract at RM2,580,000.00. /
Reinforced concrete pilecaps, column stumps, ground beams, ground slabs and lift pit slab & wall.
Generally cement & sand plaster and emulsion paint, except ceramic wall tiles to toilets. /
Ceramic tiles to Living / Dining area, parquet flooring to Bedrooms and cement & sand paving to other areas. /
Generally skim coat plaster and emulsion paint, except Fourth Floor with timber runner conceal system "UAC Superflex"fibre cement board and painting. ,
Cement & sand plaster and weathershield paint to external wall; cement & sand paving to all floor areas; and skim coat plasterand weathershield paint to ceiling and soffit of gutter, and timber runner concealed system "UAC Superflex" fibre cement boardand painting to roof eaves.
./
2D Stairs
2B Upper Floors
1 Substructur7IA Piling
2C Roof
2F Windows & External Doors '"
2G Internal Walls & Partitions
3 Finishes3A Internal Wall Finishes
3B Internal Floor Finishes
3C Internal Ceiling Finishes
IB Work Below Lowest FloorFinish ,/
2 Superstructure2A Fr-dme -'
I
I
I
I
II
If
4 Fittings and Furnishings
..I
5 Services5A Sanitary Appliances
5B Plumbing Installation
5C Refuse Disposal <'
5D Air Conditioning &Ventilation System
/
-N/A-
"GBH" range of fittings and tapwares. /
Prime Cost Sum for cold water and sanitary plumbing RM2,500,000.00.
-N/A-
-N/A-
/
II
5E Electrical Installation /
5F Fire Protection Installation /
5G Lift & Conveyor Installation
5H Communication Installation
5J Special Installation
5K Builder's Profit & Attendance _On Services
Prime Cost Sum for electrical services and lighting protection RMI,500,OOO.00. ,,-
Prime Cost Sum for fire protection RM50,OOO.00. •
Prime Cost Sum for 4 nos. of passenger lifts RM800,000.00. /'
-N/A-
Provisional Sum for Signages and Letter Boxes RM100,000.00. •
RM96,000.00 (2% of total P.c. Sums) as builder's profit and attendance in connection with mechanical and electrical services. /
IIII
5L Builder's Work InConnection With Services
6 External Works6A Site Work
6B Drainage
6C External Services /
6D Ancillary Buildings '"
6E Recreational Facilities
RM48,000.00 (I % of total P.c. Sums) as builder's works in connection with the mechanical and electrical services. /'
Premix driveway and 100mm thick concrete path walkway; perimeter fencing & gate; and guard house.RMIOO,OOO.OO is allow as Provisional Sum for Landscaping works. /
Perimeter 300mm diameter half-round salt glazed stoneware drain, V-shape drain, brick sump and mild steel grating, andconcrete culvert..225mm & 300mm diameter vitrified clay pipe and 1200mm diameter precast concrete manhole. -
150mm diameter concrete lined mild steel pipes, valves, fire hydrants, marker post & chambers..
Guard house and TNB Sub-station. Provisional Sum for Swimming Pool (RM400,000.00), Children Playground (RM30,000.00)and Squash Courts (RM54,000.00)
-N/A-
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APPENDIX 1
BUILDING COST INFORMATION CENTRE SC 1/1/1 Rev 9196
COST INDICES SUB·COMMITTEEDATA FORM 1 - TENDER PRICE INDEX Project Ref: R-A-l
CONTRACT INROMATION Date: February 1999
TOTAL PROJECT DETAILS
AI. PROJECT DETAILS A2. BRIEF COST INFORMATION
Component Cost (RM) %Client : Private Measured Work 17,347,404.49 72.14
Project : Proposed 560 Units 5 Storey Apartments Preliminaries 1,069,020.00 4.45
Location : Klang, Selangor D.E. Adjustments - -
Contract Period : 18 months P.e. Sum 4,850,000.00 20.17
Tender Date : February 1999 Profit & General Attendance 96,000.00 0.40
Type Of Contract : PAM I ISM Form (with quantities) Provisional Sum 684,000.00 2.84
Fluctuations : No SUB-TOTAL 24,046,424.49 100
No. of Tenders : 10/8 Contingency Sum 500,000.00Issued I Rec.
Site Conditions : No problem in accessibility to the site and CONTRACT SUM 24,546,424.49working space. Overall site is generally flat.
Market Conditions : Competitive
B. DETAILS OF SINGLE BUILDING ANALYSED
Description of : 4 Blocks of 5 storey apartments comprising Element Total Cost (RM) Cost/m2(RM) %
Building 2 blocks of 120 units and 2 blocks of 160units. Substructure 1,065,271.74 22.35 4.43
No. of Storey : 5 storey Superstructure 8,611,520.49 180.64 35.81
Gross Floor Area : 47,672 m2 Finishes 5,461,212.64 114.56 22.71
Functional Area : 29,321 m2 Fittings - - -
Type of Structure and : Reinforced concrete substructure, upper Services 5,695,540.00 119.47 23.69Brief Specification floor and superstructure. R.e. flat roof,
concrete roof tiles with timber trusses. SUB-TOTAL 20,833,544.87 437.02 86.64
Reinforced concrete stair with mild steelhandrail and balustrades. Brickwork to both External Works 2,143,859.62 44.97 8.92internal and external walls. Natural anodised
aluminium framed composite windows and Preliminaries 1,069,020.00 22.42 4.45
sliding doors. Fire-rated doors, timber flushdoors. Plaster & paint and ceramic tiles to TOTAL (excl.internal walls. Plaster & weathershield paint Contingency) 24,046,424.49 504.41 100.00to external walls. Cement & sand paving,
ceramic tiles and timber parquet to internaland cement & sand paving to external floors.Skim coat & paint and fibre cement boardto internal and external ceiling. Externalworks such as road, drainage, water, sewerageand ancillary building.
C. PROJECT INDEX
Project Index as calculated 111.88(From Data Form 3)
Base : JKR Standard Schedule of Rates(SERIAL NO.PERS/QSISR/1/1993)
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1
- - - - - - -~ - - -- ...- - - - - - -APPENDIX 2
BUILDING COST INFORMATION CENTRECOST INDICES SUB-COMMITTEE Project Ref : R-A-l
DATA FORM 2 - TENDER PRICE INDEX / CALCULATION SHEET FOR MEASURED WORK Date : February 1999
9.25 25,712.23
39.00 37,564.80
1.65 753,859.05
65,501.83
I=(G/D)xHRM
SECTION VALUE
65,010.00
From BillsH
RMG=(F/C)xD
RM
63,277.03
RATE
FRM/Unit
From B.SchRATE VALUE
From Bills From BillsA C D
Unit RM/Unit RM
EXCAVATORExcavate for foundation trenches n.e. 1.50m deep m3 2/1/D-G 7.00 19,457.90 SRl1993/6/6
Hardcore m3 2/2/B&C 45 43,344.00 SRl1993/6/16
62,801.90
CONCRETORHigh tensile steel bars in reinforcement to concretework:a) 16mm - 32mm diameter kg 2/4/D-F,3/2/C-F 1.65 753,859.05 SRl1993/8/9(c)
3/3/A-E&G
4/2/D&E, 5/1/G
6111D&F
Welded steel fabric reinforcement of200mm x 200mm m2 2/5/C, 4/2/F
mesh weighting 2.22/ms 5/11H
Sawn formwork to sides of column m2 3/11E&F
Sawn formwork to sides and soffit of beam m2 311/G, 3/2/A&B
Sawn formwork to soffit of suspended floor slab m2 4/1/D
TOTALCARRlEDFORWARD
4.60 439,229.40 SRl1993/8/12 6.95 663,618.33
17.00 302,815.00 SRil 993/911 8 19.50 347,346.62
18.50 779,502.00 SRl1993/9/19 19.50 821,637.24
17.50 666,481.60 SRl1993/9120 18.70 712,183.20
2,941,887.05 3,298,644.44 5,247,449.35 5,883,798.16
5,312,459.35 5,949,299.99
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