Institute Agro Biotecnologi ABI MOSTI UPM Serdang Selangor Blok B

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



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

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3/27/2008TENDER DATE :


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


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


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

-


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


metal deck with single sided aluminium insulation foil, with fibreglass insulation

-

Hollow stainless steel

Aluminium casement window, Aluminium Lourved window,

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JABATAN KERJA RAYA

ELEMENTAL COST ANALYSIS - FORM 2B (contd)



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

-






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)



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 :


Site Preparation, Earthwork and Turfing

1/2

JABATAN KERJA RAYA

ELEMENTAL COST ANALYSIS - FORM 3A

JOB TITLE:


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.


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

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JABATAN KERJA RAYA

ELEMENTAL COST ANALYSIS - FORM 3A (Cont'd)

JOB TITLE:


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

Institute Agro Biotecnologi ABI MOSTI UPM Serdang Selangor Blok B

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