INSTITUTION OF SURVEYORS MALAYSIABUILDING COST INFORMATION CENTRE

ELEMENTAL COST ANALYSIS - FORM 1

JOB TITLE : CLIENT : Tanah Emas Properties Sdn. Bhd.

LOCATION : Mile 4, North Road, Sandakan, Sabah TENDER DATE : 26-Sep-2012INFORMATION ON TOTAL PROJECT

Project and Contract informationProject Details and Site Conditions : Contract : PAM Contract 2006 (With Quantities)

Market Conditions: CompetitiveContract Particulars :

Cost fluctuation : YesType of Contract : PAM Contract 2006 (With Quantities)

NoBasis of Tender : Open/Selected √Bills Of Quantities √ Competition Government

Bills of Appr. Quant. Negotiated Private

Sched. of Rates/ √ Serial Provisional Sums RM 3,629,372.15Spec. & Drawings Prime Cost Sums RM -

Preliminaries RM 280,427.00Contract Period Stip. By Client: 20 Months Contigencies RM -

Contract Sum RM 19,484,503.22Contract Period Offered by Builders: -

Number Of Tenders Issue : 3 No

Number of Tenders Received : 2 NoANALYSIS OF SINGLE BUILDING

Design / Shape InformationAccommodation and Design Features : The building is a 3-storey rectangular shape on plan to accommodate shop/office, toilet and pantry

Areas: Functional Unit: 11257.44

Lower Ground Floor N/A m2 External Wall Area=

5786Ground Floor 6590.17 m2 Gross Floor Area 16552.34Upper Floor 9962.17 m2GROSS FLOOR AREA 16552.34 m2 = 0.350

Usable Area 11257.44 m2Circulation Area 956.86 m2Ancillary Area 3783.94 m2 Storey HeightInternal Division 554.10 m2GROSS FLOOR AREA 16552.34 m2 Avg Below Ground Floor N/A

Floor spaces not enclosed 8.12 m2 At Ground Floor 4.25Roof Area 4,693.00 m2(Structural and Plant Rooms) Above Ground Floor 3.35

Construction and Completion of Proposed Shop/Office Development & Subdivision on TL077541916 (5.99 Acres) Mile4, North Road, Sandakan, Sabah (Phase 1 - 40 Units of 3-Storey Shop/Office & 3 Units of 2-Storey Shop/Office (Block Title to be Applied For))

The Project comprises of 3 units of 2-storey Shop offices namely A & G and 40 units of 3 storey Shop offices namely Type B, C, D, E & F complete with infrastructure and external works. The site is located near existing buildings and is accessible via main route.

Brief Cost InformationContract Sum : RM 19,484,503.22 Functional Unit Cost excluding Provisional Sum : RM 3,629,372.15 external works : RM 722.23 Prime Cost Sum : RM 0.00Preliminaries : RM 280,427.00 being 1.44 % of remainder Contigencies : RM 0.00 being 0 % Contract Sum

Contract Sum Less Contingencies: RM 19,484,503.22

9 - Building, Spaces in General

A - 3 - 1732Tanah Emas Properties Sdn. Bhd.

26-Sep-2012INFORMATION ON TOTAL PROJECT

Project and Contract informationPAM Contract 2006 (With Quantities)

Competitive Tender List

RM Int(JV)/L√

√

3,629,372.15 -

280,427.00 -

19,484,503.22

ANALYSIS OF SINGLE BUILDINGDesign / Shape Information

The building is a 3-storey rectangular shape on plan to accommodate shop/office, toilet and pantry

m2 Design/Shape:

5786 Percentage of Gross Floor Area:16552.34

a) Below Ground Floor N/A %0.350 Construction

b) Single Storey N/A %Construction

c) 2-Storey 8.26 %Construction

N/A md) 3-storey 91.74 %

4.25 m Construction

3.35 m e) 5-storey N/A %Construction

/m2

THE INSTITUTION OF SURVEYORS MALAYSIABUILDING COST INFORMATION CENTRE

ELEMENTAL COST ANALYSIS - FORM 2

SUMMARY OF ELEMENT COSTS

GROSS FLOOR AREA : 16,552.34 m2

Element

Preliminaries Shown SeparatelyTotal Cost Cost per Element Elementof Element m2 GFA unit Unit Rate

RM RM Quantity RM1 Substructure

1.A. Piling - ### - m - 1.B. Work Below Lowest Floor Finish 1,840,800.15 111.21 6,590 m² 279.33 Group Element Total : 1,840,800.15 111.21 2. Superstructure2.A. Frame 1,690,442.55 102.132.B. Upper Floors 960,766.25 58.04 9,962 m² 96.442.C. Roof 1,434,133.75 86.64 4,803 m² 298.592.D. Stairs 311,510.15 18.822.E. External Walls 547,447.30 33.07 5,786 m² 94.622.F. Windows and External Doors 1,741,316.60 105.20 4,803 m² 362.552.G. Internal Walls & Partitions 510,820.50 30.86 7,189 m² 71.062.H. Internal Doors 205,395.00 12.41 388 m² 529.37Group Element Total : 7,401,832.10 447.183. Finishes3.A. Internal Wall Finishes 509,895.00 30.81 21,955 m² 23.22 3.B. Internal Floor Finishes 279,512.00 16.89 11,954 m² 23.38 3.C. Internal Ceiling Finishes 283,502.50 17.13 12,105 m² 23.42 3.D. External finishes 407,532.00 24.62 14,281 m² 28.54 Group Element Total : 1,480,441.50 89.444. Fittings and Furnishings 76,800.00 4.64 630 No. 5. Services5.A. Sanitary Installation 122,880.00 7.42 5.B. Plumbing Installation 292,620.00 17.68 5.C. Refuse Disposal - - 5.D. Air-Conditioning & Ventilation System - - Tm3

5.E. Electrical Installation 360,162.00 21.76

5.F. Fire Protection Installation - - 5.G. Lift and Conveyor Installation - - 5.H. Communication Installation 98,620.50 5.96 5.J. Special Installation - - 5.K. Builder's Profit and Attendance on Services - -

5.L. - -

Group Element Total : 874,282.50 52.82 11,674,156.25 705.29

Preliminaries and Contingencies6. External works6.A. Site Work 132,056.00 7.98 6.B. Drainage 1,140,580.00 68.91 6.C. External Services 2,148,190.62 129.78 6.D. Ancillary Buildings - 6.E. Recreational Facilities - -

Builder's Work in Connection with Services (Provisional Sum)

Sub-total excluding External Works,

Group Element Total : 3,420,826.62 206.67 Preliminaries 280,427.20 16.94 TOTAL (less Provisionals) 15,375,410.07 928.90

Note:1 Piling works tender were called separately.2 Landscape is priced as provisional sum in the tender. It is not included in the above.

9 - Building, Spaces in GeneralELEMENTAL COST ANALYSIS - FORM 2A - 3 - 1732

SUMMARY OF ELEMENT COSTS

TENDER DATE : 26 Sep 2012Preliminaries Shown Separately

Element Reinforced Rein- FormworkRatio/ Concrete forcement

m2 GFA m3 KG M2

- - - ### 0.398 141 17318 508

0.000 183 21117 19700.602 131 12206 10580.290 7 796 45

12 2920 860.3500.2900.4340.023

333 37039 3159

1.3260.7220.7310.863

P.C. Sum Allowed Tender Sum

1,351,003.50

1,351,003.50 1,351,003.50

CLIFF PANG TZE FOONG (1007P10538)

INSTITUTION OF SURVEYORS MALAYSIABUILDING COST INFORMATION CENTER

ELEMENTAL COST ANALYSIS - Form 3

BRIEF SPECIFICATION Gross Floor Area : 1731.48 m2

ELEMENT SPECIFICATION1 Substructure

1A Piling Not applicable

1B Work Below Lowest Floor Finishes

2 Superstructure2A Frame Reinforced in-situ concrete Grade 25 in isolated columns, suspended floor beam and isolated roof beam

2B Upper Floor

2C Roof

2D Stairs

2E External Walls

2F Windows & External Doors

2G Internal Walls & Partitions

2H Internals Doors Grade 'C' timber single leaf waterproof plywood flush door with hardwood door frame finished with one coat of wood primer and painting.3 Finishes

3A Internal Wall Finishes

3B Internal Floor FinishesCement and sand (1:3) paving finished smooth; bed or backing to receive "MML KEW" series kew porcellanato floor tiles and water proofing membrane at all W.C.

3C Internal Ceiling Finishes

3D External Finishes

4 Fittings and Furnishings5 Services

5A Sanitary appliances

5B Plumbing Installation P.C sum5C Refuse Disposal P.C sum5D

P.C sum

5E Electrical Installation P.C sum5F Fire Protection Installation P.C sum

5G Lift & Conveyor Installation P.C sum5H Communication Installation P.C sum5J Special Installation P.C sum5K

Reinforced in-situ concrete Grade 30 in Pile caps, column stumps (provisional), Ground beam, Ground floor slab / walkway exd 100mm but n.e 150mm thk, Mass in-situ concrete Grade 30 for ramp n.e 100mm thk (avg).

Reinforced in-situ concrete Grade 25 in suspended floor slab exd 100mm but n.e 150mm thk & R.C floor Hood n.e 100mm thk, Mass-situ concrete Grade 25 in floor slab n.e 50mm thk

Reinforced in-situ concrete Grade 25 in roof slab, fabricated steelwork complete with 'Colourbond KLIP LOK' metal roofing sheet with "Duo Foil" sisalation single-sided non-fire retardant reflective aluminum foil insulation, one layer of rockwool, and galvanised chicken wire netting. Plastered and painted R.C gutter with 2 coats of water proofing membrane, flashing, rainwater disposal and UPVC downpipe.

Reinforced in-situ concrete Grade 25 in staircase with "MFR" MML series unglazed porcelain homogeneous tiles finished including "MML" nosing tile. Cement and sand (1:6) plaster and painted well at sloping, horizontal soffit and side of open string. Painted mild steel handrail with and including balustrade forged and welded together.One brick thick fire break and Half brick thick clay brickwall in common brick in cement and sand (1:3) mortar with plasticiser, reinforcing every forth course with approved metal mesh reinforcement.

Grade 'C' timber Single-leaf timber fire rate door, single leaf swing door with color powder-coated aluminium door frames, top hung window, fixed glass window with frames complete with green tinted floated glass panels, obscured glass panels, and clear float glass louvers blades; single leaf mild steel door with frame, galvanised iron prepainted 'LCP' roller shutter manually operated by spring.

One brick thick and half brick thick clay brickwall in common brick in cement and sand (1:3) mortar with plasticiser, reinforcing every forth course with approved metal mesh reinforcement.

Cement and sand (1:6) plaster finished smooth and painted with "Dulux Light and Space" in brick walls, integral concrete columns, stiffeners, and beam. Cement and sand (1:3) backing to received "MML KEW" glazed ceramic wall tiles to 2.0m high.

Plaster finished smooth; "Primaflex" ceiling board and 'BPB' Caso Sand gypsum plaster with 'MICO' ceiling suspension systems suspended ceilings and painted finished with "Dulux Light and Space".Wall : Cement and sand (1:4) plaster finished smooth and painted with "Dulux Weathersheild keep cool" in brickwalls, integral concrete columns, stiffeners, beam, isolated column and R.C hood, decorated with painted concrete keystone.

Floor : Cement and sand (1:3) paving finished smooth, bed or backing to receive "MML MFR" series unglazed procelain homogenous tiles and M.S angle nosing along edge.

Ceiling : Plaster finished smooth and painted with "Dulux Weathersheild keep cool" at soffit of r.c gutter; "Luxalon" sheet suspended ceiling board.

Standard sanitary fittings - "Claytan" glazed vitrous china wash down water closet coupled saving water dual flush tank and wall hung wash hand basin, "DOE BT36" booster pillar tap and bib tap, hand bidet with flexible hose, semi-recessed toilet paper roll holder, "Ebanez" single bowl single drainer stainless steel kitchen sink, water tank support.

Air-Conditioning & Ventilation System

Builder's Profit & Attendance on Services

CLIFF PANG TZE FOONG (1007P10538)

5L

6 External Works

6A Site WorksRoadworks, precast concrete kerbs, road marking, 1.8mm high solid brick wall with cement and sand plaster finished smooth and painted on both sides.

6B Drainage

6C External ServicesWater reticulation : Reinforced concrete (Grade 25) pipe encasement with 150mm diameter pipe, Sluive valve type B, pillar hydrant, and masonry chamber for valve.

6D Ancillary Buildings Refuse Bin Center and SESB - substation building.6E Recreational Facilities

Builder's Work in Connection with Services

Surface water drainage : 600mm and 900mm wide R.C detention drain with Grade 25 reinforced concrete base, R.C cover drain with M.S grating at 6m apart, R.C box culvert with inspection chamber, R.C sump and R.C discharge control pit with plastering bothsides and grating cover on angle frame, galvanized M.S trash grill including tie beam.

Sewerage work : 200mm ductile iron pipe, 225mm vitrified clay sewer pipe and road crossing, 1200mm diameter Grade 25 Reinforced concrete round manhole in concrete rendered with cement and sand screed finish, pump pit installation with M.S cover and frame with heavy duty hinges, class D HDPE pipes and fabricate stainless steel ladder.

CLIFF PANG TZE FOONG (1007P10538)

ELEMENTAL COST ANALYSIS - Form 39 - Building, Spaces in GeneralA - 3 - 1732

BRIEF SPECIFICATIONTender date : 11 Apr 2011

SPECIFICATION

Not applicable

Reinforced in-situ concrete Grade 25 in isolated columns, suspended floor beam and isolated roof beam

Grade 'C' timber single leaf waterproof plywood flush door with hardwood door frame finished with one coat of wood primer and painting.

Cement and sand (1:3) paving finished smooth; bed or backing to receive "MML KEW" series kew porcellanato floor tiles and water proofing membrane at all W.C.

P.C sumP.C sum

P.C sum

P.C sumP.C sum

P.C sumP.C sumP.C sum

Reinforced in-situ concrete Grade 30 in Pile caps, column stumps (provisional), Ground beam, Ground floor slab / walkway exd 100mm but n.e 150mm thk, Mass in-situ

Reinforced in-situ concrete Grade 25 in suspended floor slab exd 100mm but n.e 150mm thk & R.C floor Hood n.e 100mm thk, Mass-situ concrete Grade 25 in floor slab

Reinforced in-situ concrete Grade 25 in roof slab, fabricated steelwork complete with 'Colourbond KLIP LOK' metal roofing sheet with "Duo Foil" sisalation single-sided non-fire retardant reflective aluminum foil insulation, one layer of rockwool, and galvanised chicken wire netting. Plastered and painted R.C gutter with 2 coats of water

Reinforced in-situ concrete Grade 25 in staircase with "MFR" MML series unglazed porcelain homogeneous tiles finished including "MML" nosing tile. Cement and sand (1:6) plaster and painted well at sloping, horizontal soffit and side of open string. Painted mild steel handrail with and including balustrade forged and welded together.One brick thick fire break and Half brick thick clay brickwall in common brick in cement and sand (1:3) mortar with plasticiser, reinforcing every forth course with

Grade 'C' timber Single-leaf timber fire rate door, single leaf swing door with color powder-coated aluminium door frames, top hung window, fixed glass window with frames complete with green tinted floated glass panels, obscured glass panels, and clear float glass louvers blades; single leaf mild steel door with frame, galvanised iron

One brick thick and half brick thick clay brickwall in common brick in cement and sand (1:3) mortar with plasticiser, reinforcing every forth course with approved metal

Cement and sand (1:6) plaster finished smooth and painted with "Dulux Light and Space" in brick walls, integral concrete columns, stiffeners, and beam. Cement and sand

Plaster finished smooth; "Primaflex" ceiling board and 'BPB' Caso Sand gypsum plaster with 'MICO' ceiling suspension systems suspended ceilings and painted finished

Wall : Cement and sand (1:4) plaster finished smooth and painted with "Dulux Weathersheild keep cool" in brickwalls, integral concrete columns, stiffeners, beam, isolated

Floor : Cement and sand (1:3) paving finished smooth, bed or backing to receive "MML MFR" series unglazed procelain homogenous tiles and M.S angle nosing along

Ceiling : Plaster finished smooth and painted with "Dulux Weathersheild keep cool" at soffit of r.c gutter; "Luxalon" sheet suspended ceiling board.

Standard sanitary fittings - "Claytan" glazed vitrous china wash down water closet coupled saving water dual flush tank and wall hung wash hand basin, "DOE BT36" booster pillar tap and bib tap, hand bidet with flexible hose, semi-recessed toilet paper roll holder, "Ebanez" single bowl single drainer stainless steel kitchen sink, water

CLIFF PANG TZE FOONG (1007P10538)

Roadworks, precast concrete kerbs, road marking, 1.8mm high solid brick wall with cement and sand plaster finished smooth and painted on both sides.

Water reticulation : Reinforced concrete (Grade 25) pipe encasement with 150mm diameter pipe, Sluive valve type B, pillar hydrant, and masonry chamber for valve.Refuse Bin Center and SESB - substation building.

Surface water drainage : 600mm and 900mm wide R.C detention drain with Grade 25 reinforced concrete base, R.C cover drain with M.S grating at 6m apart, R.C box culvert with inspection chamber, R.C sump and R.C discharge control pit with plastering bothsides and grating cover on angle frame, galvanized M.S trash grill including

Sewerage work : 200mm ductile iron pipe, 225mm vitrified clay sewer pipe and road crossing, 1200mm diameter Grade 25 Reinforced concrete round manhole in concrete rendered with cement and sand screed finish, pump pit installation with M.S cover and frame with heavy duty hinges, class D HDPE pipes and fabricate stainless steel

EUQ for Windows and Doors

External Doors Internal DoorsItem Description Length Width No Total (m2) Item

1 L1 2100 1200 21 52.92 12 L3 2100 750 1 1.58 23 D2 2100 900 82 154.98 34 D3 2100 450 82 77.49

TOTAL 286.97

Windows1 S1a 2700 5800 1 15.662 S3a 2100 2000 41 172.203 S4 2100 3000 1 6.304 S5 2700 8250 1 22.285 S6a 2700 5100 41 564.576 S2 2700 4200 25 283.507 W1 600 600 108 38.888 W2 1500 850 81 103.289 W3 1500 3000 105 472.50

10 W4 1500 1800 1 2.7011 W5 1500 2100 1 3.1512 W6 1500 1050 1 1.5813 C1a 3150 5250 1 16.5414 C2a 3150 4050 2 25.5215 C3 3150 7850 1 24.7316 C4a 6500 4550 20 591.5017 C5a 6500 4100 20 533.0018 C6a 6500 4200 60 1,638.0019 0.0020 0.0021 0.0022 0.0023 0.0024 0.0025 0.00

TOTAL 4,515.87

Total External doors and windows 4,802.83

Element Unit Quantity or Roof

unit Quantity no total cos total

m2 104.40 2 208.80 0.9997 208.86

m2 14.40 2 28.80 0.9997 28.81

m2 87.10 2 174.20 0.9997 174.25

m2 36.90 2 73.80 0.9877 74.72

m2 41.40 2 82.80 0.9903 83.61

568.40 570.00

Internal DoorsDescription Length Width No Total (m2)FD1 2100 1000 82 172.20D1 2100 800 126 211.68D2 2100 900 2 3.78

TOTAL 388.00

TYPE A TYPE B

Areas : Areas :

Ground Floor 1636.71 m2 Ground Floor 579.86 m2First Floor 1563.67 m2 First Floor 575.10 m2Second Floors 1562.56 m2 Second Floors 576.52 m2

GROSS FLOOR AREA 4762.94 m2 GROSS FLOOR AREA 1731.48 m2

PRORATE % 44.3880% 16.1365%

PRORATE BQ 44.6132% 16.6320%

FINAL SUMMARY OF TENDERPRORATE BY GFA

BILL DESCRIPTION AMOUNT TYPE A TYPE B

1.0 BILL NO.1 - PRELIMNARIES 362,169.30 160,759.71 58,441.45

2.0 BILL NO.2- 3-STOREY SHOP/OFFICETYPE A BLOCK 2,903,333.10 2,903,333.10TYPE B BLOCK 1,082,374.65 1,082,374.65TYPE C BLOCK 2,522,088.90

3.0 BILL NO.3- EXTERNAL WORKS 2,175,597.60 965,704.26 351,065.31

4.0 BILL NO.4- P.C & PROVISIONAL SUMS 1,172,642.00 520,512.33 189,223.38

TOTAL TENDER SUM CARRIED TO FORM OF TENDER 10,218,205.55 4,550,309.40 1,681,104.78

TYPE C

Areas :

Ground Floor 1449.86 m2First Floor 1409.12 m2Second Floors 1376.84 m2

GROSS FLOOR AREA 4235.82 m2

39.4755%

38.7549%

PRORATE BY GFA PRORATE BY BQ

TYPE C TYPE A TYPE B TYPE C

142,968.14 161,575.31 60,236.00 140,358.35

2,903,333.101,082,374.65

2,522,088.90 2,522,088.90

858,828.03 970,603.71 361,845.39 843,150.67

462,906.29 523,153.12 195,033.82 454,456.23

3,986,791.37 4,558,665.24 1,699,489.86 3,960,054.16

GROSS FLOOR AREA - TYPE B

(corner shop / office lot 13 & lot 16 similar)(Intermediate shop / office lot 14 & lot 15 similar )

Ground floor (shop)Description Usable Area Circulation Area Ancillary Area Internal Division TOTAL

Shop area ( lot 13 & 16 ) Shop area ( lot 14 & 15 ) 161.7W.C 12.22staircase 27.5walkway 180.46Sub - Total 161.7 207.96 12.22 24.28 406.16

First floor (office)Description Usable Area Circulation Area Ancillary Area Internal Division TOTAL

office area ( lot 13 & 16 ) 254.84office area ( lot 14 & 15 ) 178.38W,C 12.22Pantry 19.44staircase 27.5terrace 43.36Sub - Total 433.22 70.86 31.66 39.36 575.1

2nd floor (office)Description Usable Area Circulation Area Ancillary Area Internal Division TOTAL

office area ( lot 13 & 16 ) 268.1office area ( lot 14 & 15 ) 201.84W,C 12.22Pantry 19.44staircase 36.5Sub - Total 469.94 36.5 31.66 38.42 576.52

Total 1064.86 315.32 75.54 102.06 1557.78

Project Team Participants :

Owner :

Developer :

Architect :

Civil & Structural Engineer :

Mechanical & Electrical Engineer :

Chartered Quantity Surveyor :

Contractor :

Tanah Emas Properties Sdn. Bhd. Block B, Lot 4 & 5, Bandar Kim Fung Mile 4, North Road. P.O.Box 925, 90710 Sandakan

Tanah Emas Properties Sdn. Bhd. Block B, Lot 4 & 5, Bandar Kim Fung Mile 4, North Road. P.O.Box 925, 90710 Sandakan

Arkitek Allan Wong Lot no. 71, 2nd Floor, Block I (DBKK no. 14-2), Lintas Square, Jalan Lintas, Luyang, 88900 Kota Kinabalu, Sabah

UM Jurutera And Associates Lot A3, 2nd Floor, Fu Guan Industrial Centre, Jalan Bundusan, 89500 Penampang, Kota Kinabalu, Sabah

CYES Konsult Lot 20-2, 2nd Floor, Block J, Lot 30-1, 1st Floor, Block J, Lintaas Square, Off Jalan Lintas, Luyang, 88300 Kota Kinabalu, Sabah

SP PerundingLot 27, 2nd floor, Block B, Towering koidupan Perdana,89500 penampang, Kota Kinabalu, Sabah.

Pembinaan Hin Meng Lot T-001, Taman Mutiara, Phase 1A, Lorong 2, Mile 3.5, Jalan Utara 90000 Sandakan, Sabah