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ELEMENTAL COST ANALYSIS - FORM 1
INFORMATION OF CONTRACT
JOB TITLE :CLIENT :
LOCATION : Petaling , Selangor TENDER DATE : 3/27/2008
Scope of works : Site Conditions :
Market Conditions :
Contract ParticularsBasis of Cost Fluctuation : Competitive Tender List
Contract No : JKR/IP/CKUB/215/2008 VOP Clause - SPP 3/2008
(RM) Tender AmountConventional - Local
Preliminaries 1,686,000.00 No. (RM)(being 3.4 % of the
PWD 203A remainder Contract 15/18 48,020,463.00 Sum) 10/18 49,650,027.00
1/18 50,558,942.82Buildings 41,849,783.40 12/18 50,682,747.08
7/18 50,970,000.00External Works 7,434,216.60 11/18 51,628,000.00
4/18 51,713,056.47Contract Sum 50,970,000.00 17/18 52,874,452.50
2/18 54,800,000.00Contract Period 13/18 55,090,383.36Stipulated By Client : 104 Weeks 8/18 55,730,048.95
16/18 56,545,244.10
Contract Period Extract of Total : 14/18 56,950,071.38
Offered By Contractor : 104 WeeksP.C. Sum -
Number Of TendersIssued : 18 Provisional Sum 21,300,800.00
Number Of Tenders Received : 18
1/1
Basis Of Tender : Bumiputera Competitive
Kementerian Sains, Teknologi dan Ino
Form of Contract :
Competitive
JABATAN KERJA RAYA
Pembangunan Institute Agro-Biotecnologi (ABI) Mosti, Di Mardi, UPM Serdang Selangor.
Gently sloping site
Type of Contract :
Construction of new complex consisting of Block A, Blok B, Blok C, Blok D, Pump House, Pondok Pengawal, TNB Station and External Works complete with mechanical and electrical work
ANALYSIS OF SINGLE BUILDING Bldg. Type :
Bldg. Code:
Name of Building : BQ Reg. Nos:
Areas Functional Unit : 2,213 m2 Number/Composition Of Storeys
Enclosing Wall = 3,388 Below Ground Floor : m2 To Floor Ratio 5,543 a) Below Grd Floor - %
Ground Floor : 1,503 m2
Upper Floor : 4,040 m2 = 0.611 b) Single Storey - %
c) 2-Storey - %GROSS FLOOR AREA : 5,543 m2
d) 3-Storey 100 %
Floor Space NOT e) - Storey - %Enclosed : 275 m2
Roof Area : 1,660 m2 Storey Heights :
Drawing No.:
Av. Below Grd. Floor : - m
At. Grd. Floor : 4.50 m
Above Grd. Floor : 9.00 m
Brief Cost Information (To be filled by UPKP)
Building Cost : RM 8,534,817.00 Analysis Index : Base Index :
Extract of Total : Building Functional Base Building FunctionalUnit Cost : Unit Cost :
Provisional Sum : RM 3,670,556.00
Prime Cost Sum : RM 0.00 Building Cost/m2 GFA : Base Building Cost/m2 GFA :
Prepared by : Unit
1/3
ANS/JKR/AGRO/2007/BB/08ANS/JKR/AGRO/2007/SP/01
ANS/JKR/AGRO/2007/BB/05ANS/JKR/AGRO/2007/BB/06
BLOCK B
3 Storey Rectangular Building overall size 73.2m x 37.5mDesign/Shape Information :
ANS/JKR/AGRO/2007/BB/01
7 - Educational. Cultural, Scientific Buildings
A - 3 - 5,543
ANS/JKR/AGRO/2007/BB/03ANS/JKR/AGRO/2007/BB/04
ANS/JKR/AGRO/2007/BB/07
ANS/JKR/AGRO/2007/BB/02
ELEMENTAL COST ANALYSIS - FORM 2 (CONT'D)
Bldg. Type :
ANALYSIS OF SINGLE BUILDING (CONT'D)
Bldg. Code : A - 3 - 5,543
SUMMARY OF ELEMENT COSTS
GROSS FLOOR AREA : 5543 m2
REF. ELEMENT ELEMENT ELEMENT ELEMENT ELEMENT ELEMENT % OF COST COST/SQ.M UNIT UNIT TO FLOOR BLDG. OF GFA QUANTITY RATE RATIO COST
RM RM RM
A B=A/(GFA) C D = A/C E = C/(GFA) F = (A/∑A)%
1 SUBSTRUCTURE
1A Piling/Special Foundation 405,120.00 73.090 5,040 m 80.38 0.91 4.7
1B Work Below Lowest Floor
Finish 567,056.10 102.300 1,503 m2 377.28 0.27 6.6
1C Aprons & Perimeter Drains 0.00 - 0 m - - -
GROSS ELEMENT TOTAL 972,176.10
2 SUPERSTRUCTURE
2A Frame 914,733.10 165.020 5,818 m2 157.22 1.05 10.7
2B Upper Floor 411,079.90 74.160 4,040 m2 101.75 0.73 4.8
2C Roof 255,381.80 46.070 1,660 m2 153.84 0.30 3.0
2D Stairs 115,647.50 20.860 1,024 m3 112.94 0.19 1.4
2E External Wall 351,792.20 63.470 2,596 m2 135.51 0.47 4.1
2F Windows & External Doors 325,576.40 58.740 1,398 m2 232.89 0.25 3.8
2G Internal Walls & Partitions 123,110.00 22.210 2,065 m2 59.62 0.37 1.4
2H Internal Doors 155,104.00 27.980 315 m2 492.39 0.06 1.8
GROUP ELEMENT TOTAL 2,652,424.90
Sub Total C/F 3,624,601.00
2/3
3/27/2008TENDER DATE :
7 - Educational. Cultural, Scientific Buildings
ELEMENTAL COST ANALYSIS - FORM 2 (CONT'D)
ANALYSIS OF SINGLE BUILDING (CONT'D) Bldg. Type :
Bldg. Code: A - 3 - 5,543
REF. ELEMENT ELEMENT ELEMENT ELEMENT ELEMENT ELEMENT % OF COST COST/SQ.M UNIT UNIT TO FLOOR BLDG. OF GFA QUANTITY RATE RATIO COST
RM RM RM
A B=A/(GFA) C D = A/C E = C/(GFA) F = (A/∑A)%
Sub Total B/F 3,624,601.00
3 FINISHES
3A External Floor Finishes 1,536.00 0.28 128 m2 12.00 0.02 0.0
3B Internal Floor Finishes 460,401.00 83.06 4,921 m2 93.56 0.89 5.4
3C External Ceiling Finishes - 0 m2 - - -
3D Internal Ceiling Finishes 175,587.00 31.68 5,130 m2 34.23 0.93 2.1
3E External Wall Finishes 72,688.00 13.11 2,596 m2 28.00 0.47 0.9
3F Internal Wall Finishes 265,853.00 47.96 6,306 m2 42.16 1.14 3.1
GROSS ELEMENT TOTAL 976,065.00
4 FITTINGS , FURNISHING & 1,337,128.00 241.23 15.7SIGNAGE
ELEMENT UNIT
5 SERVICES QUANTITYOR FLOOR
AREASERVED
5A Sanitary Appliances 42,095.00 7.59 87 No. 483.85 0.02 0.5
5B Cold Water and Soil
Plumbing Installation 221,500.00 39.96 5,543 m2 39.96 1.00 2.6
5C Electrical Installation 528,652.00 95.37 5,543 m2 95.37 1.00 6.2
5D Fire Protection Installation 111,593.00 20.13 5,543 m2 20.13 1.00 1.3
5E Air Conditioning 864,905.00 156.04 3,197 m2 270.54 0.58 10.1
5F Lift and Conveyor Installation 339,135.00 61.18 5,543 m2 61.18 1.00 4.0
5G Mechanical Roller Shutter Doo 0.00 - 0 m2 - - -
5H LPG Piping 223,829.00 40.38 5,543 m2 40.38 1.00 2.6
5I Booster Pump System 0.00 - 0 m2 - - -
5J Telephone and ICT System 265,314.00 47.86 5,543 m2 47.86 1.00 3.1
5K Extra Low Voltage Appl. 0.00 - 0 m2 - - -
5L Equipment System 0.00 - 0 m2 - - -
5M Generator Set 0.00 - 0 m2 - - -
5N Traffic Light System 0.00 - 0 m2 - - -
GROUP ELEMENT TOTAL 2,597,023.00
TOTAL ELEMENT COST* 8,534,817.00
* Must equal to Building Cost as in page 1/3 3/3
7 - Educational. Cultural, Scientific Buildings
JABATAN KERJA RAYA
ELEMENTAL COST ANALYSIS - FORM 2A
ANALYSIS OF REINFORCED CONCRETE WORKS Bldg. Type :
Bldg. Code: A - 3 - 5,543
REF. ELEMENT REINFORCED REINFORCEMENT FORMWORK CONCRETE
m3 Kg. Kg./m3 m2 m2/m3
1 SUBSTRUCTURE - - - - -
1A. Piling/Special Foundation 0 0 - 0 -
1B. Work Below Lowest Floor Finish - - - - -
1B.i Strip footing 0 0 - 0 -
1B.ii Column Bases 0 0 - 0 -
1B.iii Pile Caps 115 11,679 102 0 -
1B.iv Column Stumps 47 10,528 224 422 9.00
1B.v Ground Beam 173 25,697 149 1,532 9.00
1B.vi Ground Slab And Thickening 178 24,518 138 128 1.00
1C Aprons & Perimeter Drains 0 0 - 0 -
GROUP ELEMENT TOTAL 513 72,422 141 2,082 4.00
2 SUPERSTRUCTURE - - - - -
2A. Frame - - - - -
2A.i Columns 383 41,090 107 3,316 9.00
2A.ii Beams - - - - -
2A.ii.a Floor 370 52,640 142 2,595 7.00
2A.ii.b Roof 188 21,878 116 1,897 10.00
2A.ii.c Other* 37 15,044 407 189 5.00
2B Upper Floors 70 5,903 84 350 5.00
2C Roof 88 8,141 93 486 6.00
2D Stairs 51 7,050 138 423 8.00
2E External Wall 0 0 - 0 -
2F Windows & External Doors 0 0 - 0 -
2G Internal Walls & Partitions 0 0 - 0 -
2H Internal Doors 0 0 - 0 -
GROUP ELEMENT TOTAL 1,187 151,746 128 9,256 8.00
TOTAL 1,700 224,168 132 11,338 7.00
* landing beam, fascia beams, arch & portal frame, etc.1/1
7 - Educational. Cultural, Scientific Buildings
1/3
JABATAN KERJA RAYA
ELEMENTAL COST ANALYSIS - FORM 2B
BRIEF SPECIFICATION FOR BUILDING Bldg. Type : 7 - Educational. Cultural, Scientific Buildings Bldg. Code: A - 3 - 5,543
BRIEF SPECIFICATION
GROSS FLOOR AREA : 5543 m2 TENDER DATE : 3/27/2008
REF. ELEMENT SPECIFICATION
1. SUBSTRUCTURE
1A. Piling
1B. Work Below Lowest Floor Finish
1C. Apron & Perimeter Drains
2 SUPERSTRUCTURE
2A. Frame
2B. Upper Floor
2C. Roof
2C.i Roof Structure
2C.ii Roof Covering
2C.iii Roof Drainage
2D. Stairs
2D.i Stairs Structure
2D.ii Stair Finishes
2D.iii Stair Balustrades & Handrails
2E. External Walls
2F. Windows & External Doors
2G. Internal Walls & Partitions
2H. Internal Doors
1000mm wide apron
Reinforced concrete Grade 35
Half Brickwall, gypsum board, fix glass panel
Homogenius tile, plastering and painting
Timber Flush Door, Metal fire rated door, Timber panelled door, aluminium swing tinted glass door, aluminium roller shutter with ms frame.
Half Brickwall
-
150mm thick RC flat roof, 5% Pitch roof , Steel Structure
-
Reinforced concrete Grade 35
Precast Concrete pile 300mm x 300mm 12 m length 630 nos.
Pile cap grade 35' , slab 150mm thick
Steel trust
G.I Gutter, RC Gutter with UPVC rainwater downpipe
Reinforced concrete Grade 35
metal deck with single sided aluminium insulation foil, with fibreglass insulation
-
Hollow stainless steel
Aluminium casement window, Aluminium Lourved window,
2/3
JABATAN KERJA RAYA
ELEMENTAL COST ANALYSIS - FORM 2B (contd)
BRIEF SPECIFICATION FOR BUILDING Bldg. Type : 7 - Educational. Cultural, Scientific Buildings Bldg. Code: A - 3 - 5,543
REF. ELEMENT SPECIFICATION
3 FINISHES
3A. External Floor Finishes
3B. Internal Floor Finishes
3C. External Ceiling Finishes
3D. Internal Ceiling Finishes
3E. External Wall Finishes
3F. Internal Wall Finishes
4. FITTING , FURNISHING &SIGNAGE
5. SERVICES
5A. Sanitary Appliances
5B. Cold Water and SoilPlumbing Installation
5C. Electrical Installation
5D. Fire Fighting Installation
5E. Air Conditioning Installation
5F. Lift and Conveyor Installation
5G Roller Shutter Door
5H LPG Piping
5I Booster Pump System
5J Telephone and ICT System
5K Extra Low Voltage Application
Provisional Sum of RM 528,652.00
-
Provisional Sum of RM 265,314.00
Provisional Sum of RM 864,905.00
Provisional Sum of RM 339,135.00
Provisional Sum of RM 223,829.00
Provisional Sum of RM 111,593.00
33 Nos of Watercloset, 42 Nos Wash hand basin complete with pillar tap, 33 Nos handbidet spray, 6 No Wall hung urinal , 12 s/s Soap dispenser, 15 Nos Jumbo Roll Dispenser, 12 Nos Paper tower dispenser
27 m3 Frp Storage tank, with ducktile iron distribution pipe.
16.8% Cement render, 8.2% homogenius tile, 5.9% Ceramic, 68.9% Vinyl
-
100% Cement plaster complete with painting
91.1% Cement plaster with painting, 8.9% Ceramic tile
Provisional Sum of RM 1,337,128.00
100% Cement and sand render
36.9% Fibrous Plastered ceiling, 15.9% Cement board, 47.10% Gypsum Board
-
3/3
JABATAN KERJA RAYA
ELEMENTAL COST ANALYSIS - FORM 2B (contd)
BRIEF SPECIFICATION FOR BUILDING Bldg. Type : 7 - Educational. Cultural, Scientific Buildings Bldg. Code: A - 3 - 5,543
REF. ELEMENT SPECIFICATION
5L Equipment System
5M Generator Set
5N Traffic Light System
5O Lift And Conveyor Installation
5P Dental Units & AssociatedEquipment System
JABATAN KERJA RAYA
ELEMENTAL COST ANALYSIS - FORM 3
ANALYSIS OF EXTERNAL WORKS JOB TITLE:
19,634 m2
REF. ELEMENT ELEMENT ELEMENT ELEMENT UNIT ELEMENT % OF COST COST/SQ.M QUANTITY UNIT BLDG. OF GFA RATE COST
RM RM UNIT QUANTITY RM
A B=A/(GFA) C D E=A/D F=A/COST OFALL BLDGS.
1 990,618.20 50.45 Hectares 3.93 252,065.70 2.40.00 - (m3) 0 - -
2 Covered Car Park 179,778.50 9.16 Surface Area 8 22,472.31 0.4(m2)
3 Roads, Hardstanding, 1,061,096.00 54.04 Surface Area 12,563 84.46 2.5Footpaths and Pavings (m2)
4 Fencing And Gates 0.00 - Perimeter 0 - -(m)
Total length5 Surface Drainage 1,286,728.40 65.54 of drain & 44,050 29.21 3.1
pipework(m)
6 Sewerage / Soil Drainage 658,210.00 33.52 P.E 250 2,632.84 1.6
7 Water Reticulation 318,693.00 16.23 P.E 250 1,274.77 0.8
8 Flag Post 9,848.00 0.50 LS 0 - 0.0
9 Walkway 22,090.50 1.13 m2 253 87.31 0.1
10 Relocating of existing 45,500.00 2.32 LS 0 - 0.1services
11 External Electrical Works 2,011,654.00 102.46 LS 0 - 4.8
12 Lanskap 850,000.00 43.29 LS 0 - 2.0
TOTAL ELEMENT COST 7,434,216.60 378.64
1/1
GROSS FLOOR AREA :
Pembangunan Institute Agro-Biotecnologi (ABI) Mosti, Di Mardi, UPM Serdang Selangor.
Site Preparation, Earthwork and Turfing
1/2
JABATAN KERJA RAYA
ELEMENTAL COST ANALYSIS - FORM 3A
JOB TITLE:
REF. ELEMENT SPECIFICATION
1. Site Preparation and Earthworks
2. Tempat Letak Kereta Dan BotBerbumbung
3. Roads, Hardstanding, FootpathsAnd Pavings
4. Fencing and Gates
5. Surface Drainage
6. Sewerage & Soil Drainage
7. Water Reticulation
8 Flag Post
9 Walkway
BRIEF SPECIFICATION FOR EXTERNAL WORKS
Construct of retaining wall, Cutting and filling, Temporary enviromental protection works.
Steel structure with metal decking covering complete with roof insulation.
Pembangunan Institute Agro-Biotecnologi (ABI) Mosti, Di Mardi, UPM Serdang Selangor.
Ducktile iron pipe,HDPE pipe , valve chamber,
Interlocking concrete paving blocks
VCP pipe, precast concrete manhole complete with treatment plant
Provisional Sum
Bituminous macadam with precast concrete kerb complete with road marking, signage and guardrail
-
600mm wide Insitu Concrete drain, 750mm Dia Class X pipe culvert, sump and detention tank
2/2
JABATAN KERJA RAYA
ELEMENTAL COST ANALYSIS - FORM 3A (Cont'd)
JOB TITLE:
REF. ELEMENT SPECIFICATION
10 Relocating of existing services
11 External and Electrical Works
12 Lanscape
13
Provisional Sum
Relocate existing Class D PVC pipe
Provisional Sum
BRIEF SPECIFICATION FOR EXTERNAL WORKS