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CONFIDENTIAL AP/APR 2009/QSD231/201

UNIVERSITI TEKNOLOGI MARAFINAL EXAMINATION

COURSECOURSE CODEEXAMINATIONTIME

: MEASUREMENT OF CONSTRUCTION WORKS III(PAPER 2): QSD231/201: APRIL 2009: 3 HOURS

INSTRUCTIONS TO CANDIDATESThis question paper consists of two (2) pa rts : PART A (1 Question)PART B (1 Question)

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CONFIDENTIAL 3 AP/APR 2009/QSD231/201

P A R T B

Please refer to Appe ndix 2 for costing information.

QUESTION 1Built-up rate for the following items wh ich are extracted from the Bill of Quantities;

a) 300m m x 300m m approved plate glass mirror fixed with 6mm thick waterproof plywoodbacking rubber gasket with aluminium channel strip edging and fixing with chromiumplated hea ded screws to tiled wall. - NO(10 marks)

b) Formw ork to horizontal soffit of suspende d slab. - M2 (10 marks)c) Reinforced in-situ concrete Grade 30 in suspen ded slab, thickness exceeding 300m mthick. - M3 (By Machine) (15 marks)

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CONFIDENTIAL APPENDIX 2(1) AP/APR 2009/QSD231/201

COST INFORMATION

MATERIAL

CementSand (1520 kg per m3)Aggregate (1600 kg per m3)RM 13.00 per bagRM 15.00 per tonneRM 35.00 per tonne

Plywood (1.20mx2.40m)Timber (1.42 m3 per tonne)Nails (0.35kg per m2)Quantity of timber for s trut and supportFabric Reinforcement Ref. A 252LappingTying wire & Spacer block300mm x 300mm x 6mm thick glass m irrorWaterproof plywoodChrome Plated screws (2 nos.)

RM 52.00 per pieceRM 1,200.00 per tonneRM 4.50 per kg0.06 m3 per m2RM 15.00 per m212%10%RM 100.00 per noRM 70.00 per m2RM 1.20 per no

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CONFIDENTIAL APPENDIX 2(2) AP/APR 2009/QSD231/201

COST INFORMATION

LABOUR CONSTANT

ConcreteTransporting and placing of concreteLabour for concrete mixing operationFabric ReinforcementUnloading and StoringBending, Cutting, Fixing & TyingFormworkErectingDismantlingPlumbingJointing & Fixing

8.00 hours per m3 (1 general labour)4 general labour

1 general labour (0.15 hours per m2)1 skilled labour (0.33 hours per m2)

1 skilled labour (1.00 hours per m 2)1 general labour (0.75 hours per m2)1 general labour (0.75 hours per m2)

1 skilled labour (0.25 hours per m)1 general labour (0.25 hou rs per m)

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CONFIDENTIAL APPENDIX 1 (1) AP/APR 2009/QSD231/201 (PAPER 2)

3400

20Sf G.I DOWN SERVICE PIPEDROP TO SERVE BATH 3.

> L

- > '

ma.a.CDzioozC5fit

- 3 < -

< x> |_ -

At 77~

UTILITY

I RISING MAIN.

LIVING DININGjj # i i i i ii

TERRACE

^

CARPORCH

>METERI3400

< $

3600 1S00-

GROUND FLOOR PLAN

- > ' -

- > <

>20t,G.I DOWN PIPE

H SERVICE PIPE DROPTO SERVE BATH 1

FIRST FLOOR PLAN

YOU MAY MAKE ALL NECESSARY ANDREASONABLEASSUMPTIONS WHEREAPPLICABLE

PROJECT TITLE :

PROPOSED NEW BUNGALOW HOUSEAT PINGGGIRAN RAPAT, IPOHFOR EN. HAI KARL

DRAWING TIT LE:GROUND FLOOR PLANAN DFIRST FLOOR PLAN

ELEMENT:

QSD231(PAPER2) |CHECKED BY :

NATASHA KHALILDRAWN BYSCALEDATE

HISHAM1: 100APRIL 2009

DRAWING NO. :PUB/QSD231/201/P2/1

Hak Cipta Universiti Teknologi MARA CONFIDENTIAL

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CONFIDENTIAL APPENDIX 1 (2) AP/APR 2009/QSD231/201 (PAPER 2)

YOU MAY MAKE ALL NECESSARY ANDREASONABLE ASSUMPTIONS WHEREAPPLICABLE

SECTION X-X SECTION Y-Y

PROPOSED NEW BUNGALOW HOUSEAT PINGGGIRAN RAPAT, IPOHFOREN.HAIKARL

SECTION X-XANDSECTION Y-YELEMENT:

QSD231(PAPER2)CHECKEDBY:

NATASHA KHALILDRAWNBYSCALEDATE

HISHAM1: 100APRIL 2009

DRAWING NO. :PUB/QSD231/201/P2/2

Hak Cipta Universl ti Teknologi MARA CONFIDENTIAL

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CONFIDENTIAL APPENDIX 1 (3) AP/APR 2009/QSD231/201 (PAPER 2)

200 GALLONS WATERSTORAGETANK.

200 GALLONS WATERSTORAGETANK.

NO T E S :1. ALL COLD WATER SUPPLY PIPESHALL BE GALVANISED MILDSTEEL (gms) to BS 1387 WITH SCREWED.

2. ALL PIPE INTERNALLY SHALL BECONCEALED UNLESS TO OTHERWISEINDICATED.

3. PIPES BURIED UNDERGROUND SHALLBE AT DEPTH OF 400mm.4. ALL VALVES & TAPS SHALL BE BRASSTO BS 1018.

-200

& ^-1S0^- /Sq s< ^

AS0

BATH1

SCHEMATIC DIAGRAM FOR COLD WATER SUPPLY

UNIVERSITI TEKNOLOGI MARA

NOTES:

YOU MAY MAKE ALL NECESSARY ANDREASONABLE ASSUMPTIONS WHEREAPPLICABLEPROJECT TITL E:

PROPOSED NEW BUNGALOW HOUSEAT PINQGGIRAN RAPAT, 1POHFOR EN. HAIKARL

DRAWING TITLE :

SCHEMATIC DIAGRAMFOR COLD WATER SUPPLYELEMENT:

QSD231(PAPER2)CHECKED BY :

NATASHA KHAULDRAWN BYSCALEDATE

HISHAMNO TO SCALEAPRIL 2009

DRAWING NO. :PUB/QSD231/201/P2/3

Hak Clpta Universiti Teknologi MARA CONFIDENTIAL