City of Blue Mountains - Tel : (02) 4722 8603 THE ......2004/10/12 · THE BUILDING AND PEST...

CC SS BBAARRRRAATTTT BBUUIILLDDIINNGG CCOONNSSUULLTTAANNTTSS THE BUILDING AND PEST INSPECTION SPECIALISTS

ABN 50 096 166 068 A & J Perigo Pty Ltd

PO Box 6718 Parramatta BC NSW 2150

Tel : (02) 4722 8603 Fax : (02) 4722 8604

LAWSON COMMUNITY HALL

Cost Options for

a) Relocation b) Refurbishment

GREAT WESTERN HIGHWAY, LAWSON

Commissioned by : Blue Mountains City Council Purchase Order 019529 Mr Martin Ryman, Area Manager, City Living Branch Prepared by : Adam Perigo Date : 22 September 2004

C S BARRATT BUILDING CONSULTANTS THE BUILDING AND PEST INSPECTION SPECIALISTS

Blue Mountains City Council, Lawson Community Hall Great Western Highway, Lawson Options Proposal A & B - 22 September 2004

INDEX Page

Important information regarding the scope and limitations of the inspection and this report .............................................................. 3

Description .................................................................................. 4

Orientation .................................................................................... 4

Approximate Age of Building............................................................. 4

Summary ...................................................................................... 4

Brief ............................................................................................. 5

Option Number One - Brief ............................................................... 6

Inclusions – Option One................................................................... 6

Exclusions – Option One .................................................................. 6

Summary of Priced Cost Plan – Option One......................................... 8

Detailed Priced Cost Plan.................................................................. 9

Conclusion for Option One................................................................ 25

Option Number Two - Brief............................................................... 26

Inclusions - Option Number Two ...................................................... 26

Exclusions Option Number Two ......................................................... 26

Detailed Priced Cost Plan – Option Two .............................................. 27

Conclusion for Option Two................................................................ 34

Important Information Regarding the Limitations of the Valued Notable Defects Page/s ............................................................................ 38

Photographic Record ....................................................................... 39

Curriculum Vitae of Report Author .................................................. 44



Important Information Regarding the Scope and Limitations of the Inspection and this Report 1. This report is valid for no more than 90 days from the date of inspection. 2. This report is not an all-encompassing report dealing with the building from every

aspect. It is a reasonable attempt to identify any obvious or significant defects apparent at the time of the inspection. Whether or not a defect is considered significant depends, to a large extent, upon the age and type of the building inspected. This report is not a Certificate of Compliance with the requirements of any Act, Regulation, Ordinance or By-law.

3. THIS IS A VISUAL INSPECTION ONLY limited to those areas and sections of the

property fully accessible and visible to the Inspector on the date of Inspection. The inspection DID NOT include breaking apart, dismantling, removing objects including, but not limited to, foliage, mouldings, roof insulation/sisilation, floor or wall coverings, sidings, ceilings, floors, furnishings, appliances or personal possessions. The inspector CANNOT see inside walls, between floors, inside skillion roofing, behind stored goods in cupboards, other areas that are concealed or obstructed. The inspector DID NOT dig, gouge, force or perform any other invasive procedures. Visible timbers CANNOT be destructively probed or hit without the written permission of the property owner.

4. This Report does not and cannot make comment upon: defects that may have

been concealed; the assessment and detection of defects (including rising damp and leaks) which may be subject to the prevailing weather conditions; the presence or absence of timber pests; gas-fittings; common property areas; environmental concerns; the proximity of the property to flight paths, railways, to busy traffic; noise levels; health and safety issues; heritage concerns; security concerns; fire protection; site drainage (apart from surface water drainage); swimming pools and spas (non-structural); detection and identification of illegal building work; detection and identification of illegal plumbing work; durability of exposed finishes; neighbourhood problems; document analysis; electrical installation; any matters that are solely regulated by statute; any area(s) or item(s) that could not be inspected by the consultant. Accordingly this Report is not a guarantee that defects and/or damage do not exist in any inaccessible or partly inaccessible areas or sections of the property. (NB Such matters may upon request be covered under the terms of a Special-Purpose Property Report.)

5. In the event of any controversy of claim out of, or relating to this Report, it will

be settled by arbitration, in accordance with the rules of the Institute of Arbitrators Australia. Any judgment from such arbitration shall be binding upon both parties.



DESCRIPTION A full brick and partially timber framed, painted weatherboard clad constructed community hall building. With a suspended timber, partial concrete floor and a colour coated zincalume sheet covered roof. The building contains the main community hall incorporating a stage, a chair storage room, a separate storage room (off the chair storage room), a ladies toilet, a gentlemen’s toilet, an office, a supper room, a kitchen and a meeting room. There is also a rear elevation, externally accessible, toilet room. Some defects and items requiring attention were noted and these have been described under the appropriate headings in the following pages. We are available to discuss any matters arising from this report and provide any further information, which may be available.

ORIENTATION The buildings entrance elevation faces North, for the purpose of this report this elevation will be referred to as its front elevation.

APPROXIMATE AGE OF BUILDING Approximately one hundred (100) years old.

SUMMARY The brief is broken in to two options, one being the relocation of the existing building approximately 4.00 m from its present location and generally in its present condition with no upgrade costs to comply with the Building Code of Australia or Safer by Design Principles. Two being to demolish the timber framed structures around the building and concentrate on refurbishing the masonry portion of the Lawson Community Hall so that it complies with Building Code of Australia, Public Halls Act and Safer by Design principles. Generally the cost of relocating the building would be $560,157.80 and the cost of refurbishing the masonry structure $497,640.00. Generally the costs of the exclusions to both projects could add an additional 40% to 80% onto the overall cost of the works and this percentage would not include the additional costs for financing and supervising the project on the behalf of the Blue Mountains City Council. The percentage is impossible to quantify without understanding which rules and regulations in relation to design, Development and Building consent may be ignored. Option one to relocate the building to a new location would not work unless their was legislative changes to enable the Blue Mountains City Council to ignore the local authority rules for Development and Building Applications and consent and the State



Government would be unlikely to approve the relocation of such a building without insisting on compliance with Building Code of Australia and the Public Halls Act. The RTA would execute demolition of the existing building at no cost to the Blue Mountains City Council and the Rural Fire Brigade building would be demolished as a separate project. Note: This summary is supplied to allow a quick and superficial overview of the inspection results. This summary is NOT the Report and cannot be relied upon on its own. This Summary must be read in conjunction with the full report and not in isolation from the report. If there should happen to be any discrepancy between anything in the Report and anything in this Summary, the information in the Report shall override that in this Summary.

BRIEF Two options proposed and to be costed are listed as follows. 1. Move the Lawson Community Hall by approximately 4.00 m off the proposed

Great Western Highway, which will assume that the Rural Fire Brigade building has been demolished and reconstruct Lawson Community Hall using as much of the existing materials as possible.

2. Allow construction of a new façade approximately 3.00 m off the proposed Great

Western Highway and demolishing the back wall to the stage of the Lawson Community Hall and refurbishing the reclaimed and existing structures to comply with the Building Code of Australia within the rendered and painted masonry envelope and demolish and make good around the timber-framed extension to the rear elevation.



OPTION NUMBER ONE Relocate the Lawson Community Hall by approximately 4.00 m off the proposed Great Western Highway and assume that the Rural Fire Brigade building has been demolished, the relocated Lawson Community Hall using as much salvaged material as is practicable and economical.

INCLUSIONS Construct new façade.

New footings/foundations to the relocated building.

Support for the timber framed structure.

Extending the original masonry walls to the hall to accommodate new location.

Relocating the stage.

Relocating doors and doorframes.

Reconstructing access to the toilets.

Demolish and reconstruct the chimney and toilet to the rear elevation.

Refit the internal areas of the timber-framed building.

Trim back the veranda and stairs to the east elevation.

Alter the entrance and access ramp to the hall to accommodate new location.

Refurbish the internal areas of the main hall to accommodate the relocated stage.

Reconstruct the roof to the existing and relocated buildings.

Extend all drainage to accommodate new downpipe positions.

Extend and refurbish the electrical services.

Reline, patch repair and paint all ceiling and walls.

Patch repair all damaged floors.

Construction of a new covered entry into the building to match existing situation.

EXCLUSIONS Engineering reports and services to design the foundations and the support

structure to move the timber framed building.

Latent conditions that include works associated with replacement of lining concealed decay or termite damage to the framework or the roof.

Works associated with underpinning or supporting structures due to the zone of influence considerations.

Architectural services to extend and refurnish the existing masonry building.



Council submissions for Development Approval and Building Approval for the extension and refurbishment.

Works associated with compliance with the Building Code of Australia and to comply with Council Approval regulations.

Works associated with compliance with the Theatres and Public Halls Act 1928.

Works associated with the compliance with the Safer By Design Principles.

Car park works.

Excavation in rock.

Fencing works.

Lighting works.

Signage and imaging.

Security works.

Rewiring or upgrade of services.

Replacement of existing cladding to the timber framed building.

Refurbishment or alterations of any components of the ladies or gents toilets.

Refurbishment or alteration of the kitchen.

Support structures for lighting.

Air conditioning or ventilation.

Crossover, slip roads, access arrangements or gates onto or around the hall.

Contaminated material removal and disposal.

Demolition of the Rural Fire Brigade Building.



SUMMARY OF PRICED COST PLAN

Cost Plan Total Complete % Complete $

PRELIMINARIES 170,648.85 0% 0.00

FAÇADE WORKS 120,000.00 0% 0.00

DEMOLISHER 12,500.00 0% 0.00

SITE WORKS 30,074.25 0% 0.00

CONCRETE 31,564.50 0% 0.00

MASONRY 39,283.00 0% 0.00

CARPENTER & JOINER 25,507.90 0% 0.00

ROOFING 3,637.00 0% 0.00

STRUCTURAL STEEL 11,500.00 0% 0.00

GYPROCK & CEILINGS 6,975.00 0% 0.00

RENDER 7,100.00 0% 0.00

METALWORK 2,440.00 0% 0.00

CERAMIC TILER 2,235.00 0% 0.00

PAINTER 24,393.90 0% 0.00

PLUMBER & DRAINER 13,625.00 0% 0.00

MECHANICAL 200.00 0% 0.00

ELECTRICAL 7,550.00 0% 0.00

CONTINGENCY 50,923.40 0% 0.00

TOTAL VALUE OF WORKS 560,157.80 0% 0.00



DETAILED PRICED COST PLAN

Item Description Qty Item Rate Total

NOTES

NOTICES AND FEES

1 Hoarding fee 1.00 Item 1,650.00 1,650.00

2 Road repair fee 1.00 Item 825.00 825.00

3 Footpath crossing fee 1.00 Item 330.00 330.00

4 Water Board fee 1.00 Item 247.50 247.50

INSURANCE

5 Contract works insurance 0.00 Item 0.00 0.00

TEMPORARY SERVICES

6 Electrical installation 1.00 Item 500.00 500.00

7 Electrical authority charges 1.00 Item 500.00 500.00

8 Water supply 1.00 Item 250.00 250.00

9 Sewer connection 1.00 Item 250.00 250.00

10 Telephone connection 1.00 Item 75.00 75.00

11 Telephone call charges 1.00 Item 250.00 250.00

SITE ACCOMODATION

12 Site office (inc A/C furniture) 24.00 Weeks 47.85 1,148.40

13 Lunchroom (inc A/C furniture) 24.00 Weeks 69.30 1,663.20

14 Toilet 24.00 Weeks 45.00 1,080.00

15 Container 15.00 Weeks 31.35 470.25

16 Delivery and pick up sheds 4.00 No 156.75 627.00

MATERIALS HANDLING

17 Mobile crane 12.00 Hrs 247.50 2,970.00

SCAFFOLDING

18 Scaffolding supply and erect 150.00 m2 120.00 18,000.00




BARRICADES AND HOARDING

19 Type B hoarding 15.00 m 973.50 14,602.50

20 Extra over for gates 2.00 No 495.00 990.00

SUNDRY TOOLS & EQUIPMENT

21 Plant hire 1.00 Item 500.00 500.00

22 Sundry tools and purchases 1.00 Item 500.00 500.00

SURVEY SET OUT & CERTIFICATES

23 Set out materials 1.00 Item 100.00 100.00

24 Surveyor set out 1.00 Item 500.00 500.00

25 Surveyor certificate 1.00 Item 300.00 300.00

CLEANING

26 Rubbish removal bin 25.00 No 200.00 5,000.00

27 Final clean 1.00 Item 500.00 500.00

SITE LABOUR

28 Foreman 24.00 Weeks 1,980.00 47,520.00

29 Labourer 20.00 Weeks 1,485.00 29,700.00

30 Fix out carpenter 20.00 Weeks 1,980.00 39,600.00

PRELIMINARIES 170,648.85

NOTES

1

We have assumed that the RTA will demolish the existing façade and support the building in an agreed location

Note

2

Include construction of new corbels to the heads of the walls, new sills and new head sections of the windows.

Note

3

Include for the removal of the timber framed and fibrous asbestos cement sheet clad lighting and film facility

Note




4

The reconstruction of the new façade will require the support of the steel framed, colorbond sheet covered roof and removal of the façade (11.5 m long), reconstruct at approximately 3.0 metres into the existing hall (southward).

1.00 Item 120,000.0

0 120,000.00

FAÇADE WORKS 120,000.00

NOTES

1

We have assumed that there are buildings occupying the site as detailed on the Architectural Drawings

Note

2 Demolish the rear elevation wall of the Main Hall to the back of the stage.

1.00 Item 5,000.00 5,000.00

3 Remove the rear elevation chimney and toilet and cart away.

1.00 Item 3,000.00 3,000.00

4 Scrape and grub up the rear elevation grounds and prepare for earthworks.

1.00 Item 1,500.00 1,500.00

5 Demolish and remove from site the stage.

1.00 Item 1,000.00 1,000.00

6 Remove the lighting rigging to the Main Hall.

1.00 Item 1,000.00 1,000.00

7 Demolish parts of the ramp and main entry due to relocation.

1.00 Item 1,000.00 1,000.00

DEMOLISHER 12,500.00

GENERALLY

1 Refer to the specification for full particulars of materials and workmanship

Note

PRICES

2

Prices are to include for levelling bottoms of excavations, keeping sides plumb, back filling, consolidating and disposal of surplus soil

Note

EXCAVATION

Assumption that there are no excavation in rock




Site Clearance

3 Site clearing including removal of vegetable matter

50.00 m2 1.50 75.00

Bulk Excavation

4 Excavation from reduced level to required level

80.00 m3 41.25 3,300.00

Detailed Excavation

5 450 x 550 strip footings 25.00 m3 62.70 1,567.50

Filling

6 Back filling to the rear of the building and compact in layers using approved material

10.00 m3 62.70 627.00

SUNDRIES

7 Allow for site controls to prevent mud etc on road

1.00 Item 1,500.00 1,500.00

FOOTPATH

8 Allow for taking up and laying new public footpaths

25.00 m2 95.70 2,392.50

9 Make good kerb to footpath 25.00 m 57.75 1,443.75

UNDERPINNING

10 Allow to underpin adjacent structures

1.00 Item 8,250.00 8,250.00

11 Shoring to excavations 1 Item 3,000.00 3,000.00

DEWATERING

12 Allow for dewatering if required 1.00 Item 1,500.00 1,500.00

RETAINING WALL

13 To the west elevation 25.00 m2 181.50 4,537.50

FOOTINGS TO PERIMETER WALL

14 As required and detailed 38.00 m3 49.50 1,881.00

SITE WORKS 30,074.25

GENERALLY




1 Refer to the specification and drawings for full particulars of materials and workmanship

Note

PRICES

2

Prices are to include for mixing, handling, hoisting and placing in position, pour joints and making good after removal of formwork

Note

3

Prices are also to include for all holes for pipes, conduits and the like and casting in ends of metal sections and similar items

Note

PROTECTION

4 Allow for protecting concrete from damage

0.00 Item 0.00 0.00

TESTING

5 Allow for testing of materials, concrete and the like

63.00 m3 8.25 519.75

NOTES

6

There are NO structural drawings for this trade, and all dimensions have been extracted from the Architectural drawings

Note

7

Quantities of formwork to sides of beams on suspended slabs are NOT measured as there are no indications of depth, an allowance should be made for this item on all suspended slabs

Note

8 NO formwork has been measured for strip and pad footings

Note

CONCRETE

Footings

9 Strip footings (Assumed 450 x 550) 63.00 m3 200.00 12,600.00

Staircases

10 Steps and landings to the front elevation

10.00 m3 200.00 2,000.00

FORMWORK

PRICES




11

Prices for formwork are to include for all necessary boarding, supports, erecting, framing, cutting,angles, removal, cleaning, wetting and treatment with separating agent before placing concrete

Note

12

Prices are also to include for forming chamfered edges, splayed internal angles in beams, columns and the like

Note

13

Prices for formwork are also to include for filling and patching tie bolt holes where tie bolts and the like are used

Note

14 Prices are to include for drip grooves and the like

Front Entry

Class 2 Formwork To The Following:

15 Soffits of landing 5.00 m2 90.75 453.75

16 Soffits of sloping stairs 10.00 m2 107.25 1,072.50

17 Faces of risers 10.00 m 39.60 396.00

Ground Floor to Second Floor

REINFORCEMENT

PRICES

18

Prices for reinforcement are to include for cleaning, cutting, bending, fabricating, scheduling wires and bases, placing and the provision of all necessary temporaryfixings and supports

Note

19 Prices for fabric reinforcement are to include for laps

Note

20 No allowance has been made in the quantities for rolling margin

Note

Bars

21 In footings 100kg/m3 6.00 t 2,000.00 12,000.00

Bars




22 In stairs 1.00 t 2,000.00 2,000.00

SURFACE FINISHES

Stairs

23 Steel trowel finish 15.00 m2 1.50 22.50

SUNDRIES

24 Allow for all joints as required 1.00 Item 500.00 500.00

CONCRETE 31,564.50

GENERALLY


Note

PRICES

2

Prices for brickwork are to include for plumbing angles, square cutting,rake cutting, forming acute and obtuse angles, sawcutting, forming rebated reveals, raking out joints for plastering and flashings, building in or cutting holes or pipes and the like

Note

3

Prices for blockwork are to include for plumbing angles, square cutting,rake fractional size blocks, plain endand plain return blocks, raking out joints for plastering, building in or cutting holes for pipes and the like and protecting finished surfaces

Note

4 Prices are to include of sand in cement mortar to be white

Note

SAMPLES AND TESTS

5 Provide sample panels 1.00 Item 500.00 500.00

6 Allow for all tests as required 1.00 Item 500.00 500.00

BLOCKWORK

7 270 thick brick cavity wall to external walls to the main hall, front portico and new rear elevation

100.00 m2 170.00 17,000.00




detatched toilet

SUNDRIES

8 Galvanised steel angle lintels 8.00 m 45.00 360.00

9 Alcor cavity flashing above openings 8.00 m 5.50 44.00

10 Alcor cavity flashing 18.00 m 5.50 99.00

11 Allow for slip joints where required 1.00 Item 1,500.00 1,500.00

SUB-FLOOR WALLS

12 Brick enclosing walls to the subfloor of the rear extension to asutrlain Standard 3700

18.00 m 160.00 2,880.00

13 230 x 230 mm Brick pier supports to the rear elevation extension

6.00 Nr 650.00 3,900.00

FEATURES

14 Corbelling and feaures to the new walls and structures

1.00 Item 5,000.00 5,000.00

15 TERMITE MANAGEMENT

16 Allowance for ant caps and termite management

1.00 Item 7,500.00 7,500.00

MASONRY 39,283.00

GENERALLY


Note

PRICES

2

Prices are to include for all labours in fraying, drilling for bolts and fixing in position complete with all nails

Note

3

Prices are to include for mitre, ends and the like, punching in nail heads in exposed timbers and for all labours in connection with other trades

Note

4

Prices are to include for priming to built in timbers, glazing beads and rebates prior to fixing where applicable

Note




SAMPLES

5 Allow for samples of timbers and finishes

1.00 Item 500.00 500.00

ROOF FRAMING

6 Timber roof framing members to the extended Main Hall, portico and external toilet

50.00 m2 66.00 3,300.00

CEILING FRAMING

7 Timber framing to main hall, front entry and rear toilet

50.00 m2 20.00 1,000.00

SKIRTING

8 Designers moulding pattern timber skirting fixed to brick/block walls

18.00 m 11.55 207.90

HANDRAIL

9 Decorative timber balustrade to access stairs to the toilets

10.00 m 250.00 2,500.00

10 Handrail on steel brackets fixed to walls at the main entry

10.00 m 150.00 1,500.00

SUSPENDED TIMBER FLOORING

11 Suspended timber flooring to Australian Standard 1684 on bearers and joists

40.00 m2 300.00 12,000.00

FLOOR FINISHES

Wood flooring as selected by designer

12 Main Hall 40.00 m2 90.00 3,600.00

13 Patch repairs to the administration relocated timber framed building

10.00 m2 90.00 900.00

CARPENTER & JOINER 25,507.90

GENERALLY

1 Refer to the specification for more particulars for materials and workmanship

Note

PRICES

2

Prices are to include for laps, square cutting and waste, nails, screws, clips, rivets, strips and the like, temporary screeds, rules and

Note




grounds

GUARANTEE

3 Guarantee the whole of the work for ten years

1.00 Item 250.00 250.00

SAMPLES

4 Allow for samples 1.00 Item 500.00 500.00

TERRAIN CATEGORY

5 Allow for the appropriate roof construction, which abides by a terrain category of this area

Note

Clorbond Roof Sheets

Colorbond roof sheets to the extended Main Hall and the patch repairing of the relocated timber framed building

6 Main Hall 40.00 m2 25.00 1,000.00

7 Patch Repair to Existing Roof 10.00 m2 25.00 250.00

8 Roof to the main entry 3.00 m2 25.00 75.00

FLASHING

9 To all areas 15.00 m 52.80 792.00

DOWNPIPES

10 Colorbond zincalume box type 6.00 m 35.00 210.00

GUTTERS

11 Colorbond zincalume quadrant type 16.00 m 35.00 560.00

12 Sarking and insualtion to the roof 1.00 Item 2,500.00 2,500.00

ROOFING 3,637.00

STRUCTURAL STEEL

1 Allowance for framework to support the timber framed structure for moving

1.00 Item 10,000.00 10,000.00

2 Sundry structural steel 1.00 Item 1,500.00 1,500.00




STRUCTURAL STEEL 11,500.00

GENERALLY


Note

PRICES

2

Prices are to include for all temporary rules, temporary grounds, temporary screeds and the like, labor to internal angles, cutting and making good around pipes, sanitary fixtures and the like

Note

3

Prices are also to include for normal bedding and pointing materials, cleaning down and making good, including expansion and control joints

Note

SAMPLES

4 Allow for all samples as required Item

PLASTERBOARD TO WALLS

5 13 thick plasterboard sheeting fixed to block wall

100.00 m2 31.35 3,135.00

6 Patch repair the walls to the relocated building

25.00 m2 55.00 1,375.00

PLASTERBOARD TO CEILINGS

7 13 thick plasterboard sheeting fixed to ceiling framing

50.00 m2 33.00 1,650.00

8 Patch repair the ceilings to the relocated building

10.00 m2 65.00 650.00

CORNICE

9 Plasterboard cornice 20.00 m 8.25 165.00

GYPROCK & CEILINGS 6,975.00

GENERALLY


Note

PRICES




2

Prices are to include for all temporary rules, temporary grounds, temporary screeds and the like, labour to internal angles, cutting and making good around pipes, sanitary fixtures and the like

Note

3

Prices are to include for all rounded angles, arises, V joints and movement joints, external steel beads and the like

Note

4

Prices are to include for steel trowel finish or fine sand texture finish or carborundum stone finish to rendered face

Note

SAMPLES AND PROTECTION

5 Allow for all samples as required Item 0.00 0.00

6 Allow for protection of finishes as specified

Item 0.00 0.00

RENDER TO WALLS

7 Cement render to external brick/block walls

40.00 m2 75.00 3,000.00

8 Cement render to external corbelling and features

1.00 Item 3,000.00 3,000.00

RENDER TO STAIRS

9 Soffits of sloping stairs 10.00 m2 55.00 550.00

10 Strings of stairs 10.00 m 55.00 550.00

RENDER 7,100.00

GENERALLY


Note

PRICES

2

Prices are to include for all fabrication work, delivery, unloading, handling, hoisting, fitting, fixing in position

Note

EXTERNAL HANDRAILS

16 Painted tubular steel handrails to stairway front elevation

10.00 M/R 132.00 1,320.00




FIRE RATED DOORS 0.00

19 820 x 2040 high unit entry door with 1 HR fire rating including hardware

2.00 No 560.00 1,120.00

METALWORK 2,440.00

GENERALLY

1 Refer to the specification for more particulars of materials and workmanship

Note

PRICES

2

Prices are to include for all temporary rules, temporary grounds, temporary screeds and the like, labor to internal angles, cutting and making good around pipes, sanitary fixtures and the like

Note

3

Prices are also to include for normal bedding and pointing materials, cleaning down and making good, including expansion and control joints

Note

INTERNAL FLOOR TILING

Mosaic Tiles

4 25 x 25 floor tiles type to the new toilet room rear elevation

5.00 m2 60.00 300.00

POOL

5 Mosaic tiles to the lap pool and plunge pool

0.00 m2 165.00 0.00

6 Edge tile to perimeter of pools 0.00 m 49.50 0.00

TILING TO EXTERNAL STEPS

Ceramic Tiles

7 To external steps (Unspecified) 10.00 m2 75.00 750.00

INTERNAL WALL TILING

Ceramic Tiles

10 100 x 100 wall tiles type (Unspecified) to rear elevation toilet

15.00 m2 75.00 1,125.00




room

SUNDRIES

12 Brass division strips at junction of bathroom/ensuites and carpet floor finish

2.00 m 30.00 60.00

CERAMIC TILER 2,235.00

GENERALLY


Note

PRICES

2

Prices are to include for the provision, erection and removal of scaffolding, preparation, rubbing down between coats and the like

Note

NOTES

3 Flat plastic paint colours to be selected by designer for walls and ceilings

Note

4 Satin finish to woodwork Note

5 Premium painted finish to all external wall areas

Note

TIMBER SKIRTING

6 Paint finish to timber skirtings 0.00 m 2.15 0.00

CONCRETE SOFFITS

7 Bristol textured paint to concrete soffit

18.00 m2 11.55 207.90

RENDERED AREAS

8 Paint to external walls 40.00 m2 23.10 924.00

9 Paint to internal walls 1,500.00 m2 7.00 10,500.00

10 Paint to ceilings 1,408.00 m2 9.00 12,672.00

11 Paint to strings of stairs 10.00 m 9.00 90.00

PAINTER 24,393.90




ALLOW FOR PLUMBING WORKS TO THE FOLLOWING:

1 Basins 1.00 No 75.00 75.00

2 WC's 1.00 No 200.00 200.00

3 Chrome tap ware 1.00 No 200.00 200.00

4 Taps and fittings, sanitary ware to designer spec

1.00 Item 1,500.00 1,500.00

5 Allow for subsoil & stormwater 1.00 Item 10,000.00 10,000.00

6 Allow for external garden water taps if required

2.00 No 75.00 150.00

BWIC

15 Allow for BWIC 1.00 Item 1,500.00 1,500.00

PLUMBER & DRAINER 13,625.00

MECHANICAL

1 Ventilation in WC's bathrooms and en suites

5.00 m2 40.00 200.00

7 BWIC 0.00 Item 250.00 0.00

MECHANICAL 200.00

SMOKE DETECTORS

1 Smoke Detectors 2.00 No 125.00 250.00

POWER POINTS

2 Double power in Main Hall 5.00 No 150.00 750.00

3 Double power in rear elevation relocated building

5.00 No 150.00 750.00

LIGHTING

5 Main Hall 1.00 Item 2,500.00 2,500.00

6 Relocated building 1.00 Item 2,500.00 2,500.00

TELEPHONE

10 Telephone outlets in all main areas 2.00 No 150.00 300.00

BUILDERS WORK




16 BWIC 1.00 Item 500.00 500.00

ELECTRICAL 7,550.00

NOTES

1 Figure used below from CS Barratt Building Consultants

Note

2 Allow for Clients Contingency 0.10 % 509,234.0

0 50,923.40

CONTINGENCY 50,923.40



CONCLUSION FOR OPTION ONE This alternative will not work, as it would take a legislative change to allow the building to be altered and added to without compliance to the Building Code of Australia. It will not comply with basic health and amenity regulations, Safer by Design principles and the insurance for such a building would not be possible to arrange as the risks associated with the building would be such that it would either be unfeasible due to cost or to risky for the Council to utilise the building without exposure to potential claims associated with personal injury. The Safer By Design principles indicate that the building is a significant risk in its present state with a possible 78 number applicable site features and a score of 96. It should be noted that there are 5 categories with major being the worst rating, the site in question falls one short of the worst rating. However, there are many things that can be done to the building to reduce its rating and they have been factored into the overall refurbishment cost and include, fencing, imaging and lighting. However the pricing in option one does not allow for any works to be carried out and the building would remain at risk. Regardless of whether the proposed venue is a licensed premise or a disused warehouse, it must comply with essential minimum requirements of the Local Government (Approvals) Regulations 1993 and the Building Code of Australia 1990 (BCA) concerning building structure, fire safety and sanitary provisions. (However, Councils have some discretion when dealing with existing buildings that do not strictly meet minimum requirements that are mandatory for new buildings.) The references to the Building Code of Australia 1990, in this Section provide a guide to KEY elements of building design and fire safety issues. The BCA should be consulted directly for technical building standards and requirements. Part A1 and the NSW Appendix A1 of the BCA contain a complete list of important definitions. The integrity of the building structure and it surrounds must be sound and not be a danger to its occupants which cannot be guaranteed with Option number one.



OPTION NUMBER TWO Allow constructing a new façade approximately 3.00 m off the proposed Great Western Highway and demolishing the back wall to the stage of the Lawson Community Hall and refurbishing the reclaimed and existing structures to comply with the Building Code of Australia within the rendered and painted masonry envelope and demolish and make good around the timber-framed extension to the rear elevation.

INCLUSIONS Construct new façade.

Support for the timber framed structure.

Cranage.

Remove the stage

Relocating doors and doorframes.

Refurbish toilets

Construct a new disable toilet.

Generally ensure the building complies with Building Code of Australia.

Generally ensure that the building complies with the Theatres and Public Halls Act 1928.

Generally ensure that the building complies with the Safer By Design Principles.

Refurbish the internal areas of the main hall.

Construction of a new covered entry into the building to match existing situation.

EXCLUSIONS Engineering reports and services to design of any parts of the structure.

Latent conditions, which include works, associated with replacement of lining concealed decay or termite damage to the framework or the roof.

Support structures for lighting.

Air conditioning.

Crossover, slip roads, access arrangements or gates onto or around the hall.

Contaminated material removal and disposal.

Demolition of the Rural Fire Brigade Building.



DETAILED PRICED COST PLAN

Ref Description Total

1. Demolish the rear elevation timber framed building and cart away.

15,000.00

2. Make good the Rear elevation walls to Lawson Community Hall.

10,000.00

3.

The rendered and painted masonry walls are in a sound and serviceable condition with many paint imperfections, alignment and plumb imperfections being evident. It is recommended that the walls be rubbed back, patch repaired and painted if to be made pleasing and to protect from further deterioration.

3,500.00

4.

The timber windows have scattered fatigue-damaged sections of putty that require replacement. Decay damaged sills to the framework need repair. Windows are poorly aligned and should be adjusted in order that they align correctly and function freely. All timber windows should be rubbed back and repainted if to be made pleasing and to protect from further weather deterioration.

2,500.00

5. The windows to the east and west elevation ladies and gentlemen’s toilets should be relocated in order to allow for the difference in the floor height, after refurbishment (5 no.).

2,000.00

6. Allowance should also be made to recover the window to the east elevation, which has been blocked in and will require refurbishment.

1,000.00

7.

Doorframes are to be caulk sealed, or similar, against their brick reveals where there are gaps evident. Externally exposed painted timber sections require rubbing back and repainting if to be made pleasing and to protect from further weather deterioration. Door hardware in general is in fair, but dated, condition and requires reconstruction.

500.00

8.

The fire exit doors to the main hall, both east and west elevations (totalling three pairs of doors) should be removed and replaced with fire doors which are in accordance with the Building Code of Australia and Australian Standards.

3,000.00




9.

The rear elevation door reveals, off the redundant stage, should have fire doors fitted in order to provide a means of controlling fire spread in accordance with the Building Code of Australia and Australian Standards.

2,000.00

10.

Gutter brackets require adjustment to eliminate sagging and water pondage. It is recommended that a new stormwater system be constructed and the downpipes be connected to that stormwater system in order to dispose of surface sub-waters away from the buildings enclosing wall areas.

2,500.00

11.

Damaged downpipes should be removed and replaced and all downpipes should be rubbed back and repainted if to be made pleasing and in order to protect from further weather deterioration. Gutters should be fitted with leaf guard in order to provide maintenance efficiencies.

1,500.00

12.

Open bargeboard joins, in particular bargeboard apex joints to the gable ends, need sealing to prevent water penetration saturating the boards end grain and causing eventual decay. All exposed raked timbers should be rubbed back and repainted if to be made pleasing and in order to protect from further weather deterioration.

650.00

13.

Leaning sub-floor isolated brick pier supports are to be physically realigned. Dry packed and poorly constructed piers are to be reconstructed. Misaligned and decay damaged floor framework is to be replaced and the framework repacked upon its pier supports.

1,000.00

14. All brickwork piers and brickwork enclosing walls should be constructed with ant caps in accordance with Australian Standards.

1,000.00

15.

Cellulose contained material, i.e. timber debris and formwork timbers, in ground contact scattered to the sub-floor area needs removal. Cellulose contained material in ground contact is conducive to termite attack.

350.00




16.

The sub-floor conditions are considered to be excessively wet and it is recommended that a buildings outer peripheral, up-slope surface, sub-water drainage system be constructed and connected directly to the stormwater drainage system in order to dispose of surface sub-waters away from the homes enclosing wall areas.

2,500.00

17. It is also recommended that sections of the enclosing walls should be reconstructed, as they are crack damaged.

500.00

18.

Anobium Punctatum (furniture beetle) damage was evidenced to some areas at the time of this inspection and it is recommended that a treatment be applied in order to protect the building from further damage.

500.00

19. The floor framework to the ladies and gentlemen’s toilets should be removed and reconstructed to align with the stage at approximately 500 mm above the finished ground level.

2,000.00

20.

It is noted that once ant caps are installed the building will be properly protected in this regard in accordance with the Building Code of Australia and Australian Standards. Supporting walls, internally, show high moisture metre readings indicating rising damp in some locations that will require installation of a new damp proof course.

1,500.00

21.

Added air vents at increments of 7,300 mm2 of air space per linear metre of sub-floor enclosing wall area should be inserted in order that the sub-floor area, in it’s entirety, be adequately cross flow ventilated.

1,500.00

22. The ceilings are to be rubbed back and repainted if to be made pleasing and to protect from further deterioration.

10,000.00

23.

It is recommended that new ceilings be constructed to the ladies and gentlemen’s toilets in order to account for the difference in the floor levels created by the construction and refurbishment of the new toilet facilities.

4,500.00

24. Painted steel lighting grid structural steelwork above the stage is to be removed and the ceilings in this area patch repaired, replaced and painted to match existing.

2,000.00




25.

Framework deflection and lining movement crack damage is scattered over window and doorframe openings and requires repair by reconstruction of leaning sub-floor isolated brick pier supports on concrete pad footings and realigning after which the walls can be patch repaired.

1,500.00

26. The floor framework, which in turn supports the wall framework, requires repacking on its pier supports thus returning the wall framework back to its correct position.

1,000.00

27.

Sections of the wall linings are distorted and sporadically show high moisture metre readings due to rising damp within the supporting walls. It is noted that some reconstruction work to the walls is required.

3,000.00

28.

All walls should be rubbed back and repainted if to be made pleasing and to protect from further deterioration, in particular the walls to the stage area as they are black and incomplete due to the location of the stage which it is proposed be removed.

5,500.00

29. The door hardware will require refurbishment in the future. 500.00

30. Doors have normal wear and tear, minor surface impact damage and paint neglect being evident.

550.00

31. It is also noted that a new floor is required to the stage area in order to increase the size of the common hall area.

14,000.00

32.

New suspended concrete floors to the ladies and gentlemen’s toilets (approx. 40 m) will be required to comply with the new arrangement and Bondek or a similar alternative suspended concrete floor system is recommended.

4,500.00

33. The stairs to the stage will be removed along with the stage, as this area is redundant.

650.00

34. New suspended timber stairs are to be constructed to the rear of the stage, accessing the new fire exits into the supper room.

1,700.00




35. The suspended timber stage and framework is to be removed in order to create better access and utilisation of facilities and overall to the community hall.

1,000.00

36.

Painted timber doorframes, window surrounds, architraves, dado rails, timber shutters to the windows and skirtings are fair with normal wear and tear, minor surface impact damage and paint neglect being evident and rubbing back and repainting of the shutters to the windows in the main hall is required.

3,000.00

37. Allow replacing the particleboard flooring with matching flooring to the entry lobby.

1,000.00

38. To completely refurbish the gentlemen’s toilet with new toilet pans, hand basins, urinals, partition stalls and dispensers.

10,000.00

39. To completely refurbish the ladies toilet with new toilet pans, hand basins, partition stalls and dispensers.

10,000.00

40. Allow demolishing the suspended concrete floors to the chair room, including the enclosing walls, roof and windows and making good the external facade.

3,000.00

41.

Allow gutting the storeroom, completely refurbishing, blocking in the doorway, constructing a new access doorway off the main community hall and refurbishing the room as a new disabled toilet facility.

5,500.00

42.

The kitchen is considered dilapidated and it is recommended that the room be completely refurbished incorporating a new catering style kitchen including an oven, dishwasher, cook top and stainless steel work surfaces.

15,000.00

43. Allow removing the front stage wall in the main hall and carting away and making good all surrounding wall and ceiling finishes.

1,500.00

44.

Water service is mains pressure, with no signs of leaks or dripping taps, however it is noted that the pipework will require substantial refurbishment to upgrade the original pipework to either copper or PVC in accordance with the Building Code of Australia.

10,000.00




45. The hot water heater located in the kitchen requires replacement, as it is not suitable for the type of facility the hall is to provide.

2,000.00

46.

It is recommended that a qualified electrician be appointed to check the wiring as the fuse box does not appear to have been upgraded as the building has been extended and altered over time. It is probable that substantial rewiring will be required.

7,000.00

47. No air-conditioning however the main hall requires a proper ventilation system to comply with the Building Code of Australia.

15,000.00

48. It is recommended that smoke detectors are hard-wired into the building and that an early warning system be created in accordance with Australian Standard 1670.

2,500.00

49.

The disabled access ramp is 1.0 m wide and does not give proper access as it narrows at its bottom section. It is recommended that this disabled access facility be removed and replaced incorporating a new entrance into the building to the right hand elevation.

9,500.00

50. It is recommended that damaged sections of the retaining wall be refurbished.

5,000.00

51.

Asphalt paths and driveways are in poor condition and it is recommended that the paths and driveways be excavated and reconstructed, including kerbs and gutters, in order to account for the new facilities which should also allow for tactile indicators in front of exits and entrances. It is also recommended that barriers be placed at entry and exit locations in order to prevent vehicles from overrunning.

40,000.00

52. It is also recommended that the rear, south elevation (170 m2 in total) be excavated and a new parking area created allowing for eleven car spaces.

17,000.00

53.

Suspended timber stairs to the rear elevation kitchen are in poor condition, heavily weathered and in ground contact. The stairs should be removed and replaced with a more suitable structure. It is also noted that the handrails do not comply with current Building Code of Australia requirements.

5,000.00




54. It is also recommended that fencing be erected to the perimeter of the east elevation and part of the rear elevation adjacent to the Rural Fire Service Headquarters.

6,500.00

55.

It is recommended that gates be erected to the East and West elevation access points into the building with the East have vehicular access gates and the West elevation having individual access gates. An access gate to the Rural Fire Service headquarters at the South elevation (rear) should also be provided for.

3,500.00

56.

The reconstruction of the new façade will require the support of the steel framed, colorbond sheet covered roof and removal of the façade (11.5 m long), reconstruct at approximately 3.0 metres into the existing hall (southward). This should include construction of new corbels to the heads of the walls, new sills and new head sections of the windows. Include for the removal of the timber framed and fibrous asbestos cement sheet clad lighting and film facility, internally of the hall, and carting away (150 m2 on two faces i.e. approximately 300 m2 of wall linings). Works can be executed whilst the rear of the centre predominantly used as a youth club is in use. Hoardings and fencing to be constructed in order to provide access and protection to the general public whilst the works is in progress.

120,000.00

57. Allow providing new lighting standards on posts in conduits to the perimeter of the building.

25,000.00

58. Provisional sum for decals and imaging/signage and specialist lighting to the front of the building to provide a specific identity to the project.

15,000.00

59. Construction of a new covered entry into the building to match existing situation.

15,000.00

Total $ 452,400.00

Add GST (10%) $ 45,240.00

Total $ 497,640.00



CONCLUSION FOR OPTION TWO As indicated in our previous report, the Safer By Design principles indicate that the building is a significant risk in its present state with a possible 78 number applicable site features and a score of 96. It should be noted that there are 5 categories with major being the worst rating, the site in question falls one short of the worst rating. However, there are many things that can be done to the building to reduce its rating and they have been factored into the overall refurbishment cost and include, fencing, imaging and lighting. We have allowed for the building to comply with the Safer by Design Principles. Generally, the $497,640.00 is proposed to be spent on the Lawson Community Hall, this will not add value to the hall but will generally only bring it up to a standard that must be expected of public facilities run by the Blue Mountains City Council for use by the general public. Should Option Two be adopted the following criteria would be adopted. Regardless of whether the proposed venue is a licensed premise or a disused warehouse, it must comply with essential minimum requirements of the Local Government (Approvals) Regulations 1993 and the Building Code of Australia 1990 (BCA) concerning building structure, fire safety and sanitary provisions. (However, Councils have some discretion when dealing with existing buildings that do not strictly meet minimum requirements that are mandatory for new buildings.) The references to the Building Code of Australia 1990, in this Section provide a guide to KEY elements of building design and fire safety issues. The BCA should be consulted directly for technical building standards and requirements. Part A1 and the NSW Appendix A1 of the BCA contain a complete list of important definitions. Building Integrity The integrity of the building structure and it surrounds must be sound and not be a danger to its occupants. Below are some issues to be considered when deciding on a suitable venue. Floors All floor surfaces must be level, structurally sound and free of hazards such as potholes, protrusions, loose boards, worn floor coverings and debris. Walls Walls must be free of hazards such as loose and broken cladding, broken windows, protrusions and sharp edges.



Roof The roof must be sound and free of hazards such as loose roofing material, insulation, light fittings and broken skylights. Electrical Wiring must be sound and free of hazards such as exposed cables, terminals, loose plugs and switches. Exits An 'exit' is any internal or external stairway, ramp, fire-isolated passageway, or doorway, if they provide exit to an open space. All exit doors must be easily opened into an open space that is free from obstruction. All passages leading to an exit must be well maintained and free from obstruction. Exit provisions are determined by Section D of the BCA, which includes detailed specifications for the provision of escape and construction of exits. Numbers of Exits Required For all buildings there must be a minimum number of two exits from each floor, including the basement. Exit Travel Distances There can be up to a maximum of 80 metres from any point on the floor to an exit. Distance Between Alternative Exits There should be a minimum of 9 metres between alternative exits and a maximum of 60 metres between alternative exits. Alternative exits are to be located so that alternative paths of travel to those exits do not converge to the extent that they becomes less than 6 metres apart inside the building. The openings where the alternative exit paths leave the building must be as far apart as possible. Dimensions of Exits An exit, which is a doorway, must have a minimum height of 1,980 mm. All other exits must have a minimum height of 2.0 metres. An exit must have a minimum width of 1 metre and a maximum width of 3 metres. The aggregate (or total) required width of exits must be provided on the basis of one metre per 100 persons, or part thereof, present on the premises.



Exit Signs, Emergency Lighting And Warning Systems Exit signs, emergency lighting and warning systems must comply with BCA, Part E4. Exit signs All entertainment venues must be fitted with exit signs that are clearly visible to persons approaching the exit and must be installed on, above or next to each required exit. All exit signs must be installed so that if the normal power supply fails, emergency illumination is provided to the sign. Exit signs must comply with Australian Standard 2293.1. Emergency lighting Emergency lighting must be provided in entertainment venues where the floor area of that storey is more than 300 square metres, or any point on the floor of that storey is more than 20 metres from the nearest doorway opening directly to a stairway, ramp, passageway, road or open space. Emergency lighting must also be provided if exiting from that storey involves a vertical rise within the building of more than 1.5 metres, or any vertical rise if the storey does not admit sufficient light. Every emergency lighting system must operate automatically and give sufficient illumination without undue delay for the safe evacuation of all areas of the building. Emergency lighting must comply with Australian Standard 2293.1. Enquiries about Australian Standard 2293.1 and emergency lighting should be made to a qualified electrical contractor for electrical installations, and to local Council for the BCA. Doorways And Doors Required exits must be fitted with swing doors, which open outwards from the building. However, automatic sliding doors are allowed on the main entrance. Revolving doors, collapsible gates, accordion doors, turnstiles or rigid barriers are not acceptable. Many unlicensed venues are fitted with large sliding doors and roller doors, which do not meet the requirements for places of public entertainment. However, local Councils may accept sliding and roller doors as exits in a venue if: 1. The doors meet the minimum requirements of distance of travel to exits, and

aggregate width; 2. The doors are key-locked in the open position while the premises are occupied,

and the promoters hold the key. Artificial lighting



Artificial lighting must be provided in entertainment venues to provide a safe and comfortable environment in accordance with Australian Standard 1680 to all rooms that will be occupied by the public/patrons, and all corridors, lobbies, internal stairways and other circulation spaces and paths of exit. Fire Fighting Equipment Fire Hydrants A fire hydrant system must be provided to service a building with a floor area greater than 500 square metres, and where an operational fire service is available to attend a building fire. Fire hydrants must comply with Australian Standard 2419. Hose Reels A hose reel system must be provided to serve the whole building where one or more internal hydrants are installed. Where internal hydrants are not installed, a suitable hose reel system must be provided to serve any fire compartment with a floor area greater than 500 square metres. Hose reels must comply with Australian Standard 2441. Portable fire extinguishers Portable fire extinguishers containing an extinguishing agent suitable for the fire risk being protected against must be provided in every building. Water type extinguishers need not be installed in a building or part of a building served by a fire hose reel. Portable fire extinguishers must be provided and installed in accordance with Australian Standard 2444. Enquiries about Australian Standard 2441 and 2444, fire extinguishers and more specialised requirements for sprinklers and alarms should be made to the local Council.



IMPORTANT INFORMATION FOR THE CLIENTS The primary role of the Building Inspector is to bring to the clients attention visual and latent defects where possible and the potential for future defects and not to offer appraisal as such. In so doing this, a report can be considered to read negatively, we therefore urge the client to contact the writer upon receiving this report to discuss findings, and in order that the inspector can offer a perspective as to what is likely to have been expected. DISCLAIMER OF LIABILITY:- No liability shall be accepted on account of failure of the within Report to notify any problems in any area(s) or sections(s) of the subject property physically inaccessible for inspection, or when access for Inspection is denied by or to the Consultant (including but not limited to any area(s) or section(s) so specified by the within report). DISCLAIMER OF LIABILITY:- This Report is made solely for the use and benefit of the Client named on the front of this report and no liability or responsibility whatsoever is accepted to any third party who may rely on the Report wholly or in part. Any third parties acting or relying on this Report whether in whole or in part do so at their own risk.



PHOTOGRAPHIC RECORD

The existing façade as a model for the front of the Community Hall for Option two

New foundations in this area

Line of building to be relocated (Shaded area to be constructed in masonry as

part of the main hall refurbishment as part of proposal number one)



PHOTOGRAPHIC RECORD

Disabled ramp to the West elevation to be altered or replaced



PHOTOGRAPHIC RECORD

Possible latent conditions to be considered (Rotting framework)

South elevation of the building to moved further South in Option One



PHOTOGRAPHIC RECORD

South West timber framed structure

Proposed location of relocated building (Option One)



PHOTOGRAPHIC RECORD

Lawson Community Hall (Option Two) as the only area left minus the demolition of the front as indicated by the dotted line



APPENDIX A CURRICULUM VITAE

1.0 PERSONAL DETAILS NAME : Adam Peter Iain Perigo POSITION : Director COMPANY : A & J Perigo Pty Ltd

T/as C S Barratt Building Consultants

2.0 QUALIFICATIONS AND EXPERIENCE

2.1 QUALIFICATIONS AND COURSES

B-Tech Ordinary National Certificate (in Building)

B-Tech Higher National Certificate (in Building) Chartered Institute of Building Direct Entry Examinations – Part 1 Chartered Institute of Building Direct Entry Examinations – Part 2 Masters Degree Project Management UNSW First Year (Incomplete) Unit 6, 8 and 10 Timber Pest Certificate (Part of Certificate Three Asset Management) Managing Time and Priorities Certificate Introduction to Project Management Quality Assurance Implementation Certificate Certificate IV in Assessment and Workplace Training BSZ98 (Partial)

2.2 ACCREDITATIONS AND LICENCES Affiliate of The Australian Institute of Quantity Surveyors

Associate of The Chartered Institute of Building (UK) Associate of The Australian Institute of Building Master Builders Association Institute of Building Consultants Royal Institute of Chartered Surveyors (UK) Department of Fair Trading Building License number 154958C Department of Fair Trading Building Consultants License number BC221 (personal) Department of Fair Trading Building Consultants License number BC394 (company) OH&S NSW Construction Industry Green Card OH&S Construction Industry Green Card (Malaysian equivalent)

Rapid Training Course – Timber Pests



2.3.1 CS BARRATT BUILDING CONSULTANTS PO Box 6718 Parramatta BC NSW 2150 Building Consultant/Director

From: July 2002 to Present RESPONSIBILITIES

Running a Building Consultancy Company and preparing Building and Pest Reports, Building Reports, Expert Witness work and associated building consultancy. Clients include lawyers, councils, roads and traffic authority, strata managers, real estate agents, developers and property managers.

2.3.2 MARSIM PROPERTIES

New South Head Road Edgecliffe NSW Australia Commercial Manager/Estimator From: October 2001 to July 2002 RESPONSIBILITIES

Cost Planning/Contract Administration/Estimating on a variety of Industrial, Commercial and Residential Projects.

2.3.3 LEIGHTON CONTRACTORS (M) SDN BHD Manjung Power Station Site Office, Manjung Perak, West Malaysia Commercial Manager (Subcontracts) From: November 2000 To: October 2001 RESPONSIBILITIES

Subcontract Administrator and Head Contract Administrator Cooling Water Culvert.

2.3.4 BARCLAY MOWLEM

20 Bridge Street, Pymble NSW 2073

Contracts Manager From: June 2000 To: November 2000 RESPONSIBILITIES

Subcontract Administrator and Head Contract Administrator on the Ben Chifley Dam upgrade.



2.3.5 WALTER CONSTRUCTION GROUP Level 3 100 Pacific Highway, St Leonard’s, NSW 2065

Senior Contracts Administrator From: July 1999 To: June 2000

RESPONSIBILITIES Subcontract Administrator and Head Contract Administrator on the International Broadcast Centre at Homebush for the Olympic games.

2.3.6 BAULDERSTONE HORNIBROOKE / B+B (M5 JV)

Bexley Road, Bexley, Sydney, Australia

Senior Site Quantity Surveyor From : November 1998 To : July 1999 RESPONSIBILITIES Subcontract Administrator for the M5 East Motorway.

2.3.7 AIRFIELD WORKS JOINT VENTURE

AWJV Site Office, Chek Lap Kok Island, Hong Kong

Senior Site Quantity Surveyor From: October 1997 To : November 1998

RESPONSIBILITIES Head Contract Manager on Chep Lap Kok Airport in Hong Kong

2.3.8 JAMES CLIFFORD CONSTRUCTION PTY LTD 56 Bathurst Street, Liverpool NSW 2170

Senior Estimator From: November 1996 To: October 1997 RESPONSIBILITIES

I was responsible for all hard and soft tenders including the co-ordination of projects through the DA & BA stages of approval.



2.3.9 BARCLAY MOWLEM CONSTRUCTION 20 Bridge Street, Pymble NSW 2073

Senior Project Quantity Surveyor From: September 1995 To: November 1996 RESPONSIBILITIES

Subcontract Administrator and Head Contract Administrator.

2.3.10 RIDER HUNT PTY LTD Fifth Floor 41, McLaren Street, North Sydney NSW 2060

Senior Quantity Surveyor / Estimator From: April 1994 To: September 1995 RESPONSIBILITIES Professional Quantity Surveyor and Cost Planner.

2.3.11 REPSOL PETROLEUM LTD Anglo House, Main Road, Chelmsford, Essex, England Project Manager From: January 1991 To: April 1994 RESPONSIBILITIES

Project Manager for Petrol Station developments.

2.3.12 AMEC CONSTRUCTION PTY LTD Chester Road, South Brownhills, Cannock, England

Senior Quantity Surveyor From: June 1986 To: January 1991

RESPONSIBILITIES Subcontract Administrator and Head Contract Administrator.

2.3.13 WINCOTT GALLIFORD LTD Sheepcote Street, Birmingham, West Midlands, England

Assistant Quantity Surveyor / Estimator From: March 1984 To: June 1986 RESPONSIBILITIES

Subcontract Administrator and Head Contract Administrator on various Building and Civil projects.

City of Blue Mountains - Tel : (02) 4722 8603 THE ......2004/10/12 · THE BUILDING AND PEST...

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