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									CONFIDENTIAL                                                                 AP/OCT 2008/QSD131/101




                                  UNIVERSITI TEKNOLOGI MARA
                                      FINAL EXAMINATION




      COURSE                             MEASUREMENT OF CONSTRUCTION WORKS I
                                         (PAPER 1)
      COURSE CODE                        QSD131/101
      EXAMINATION                        OCTOBER 2008
      TIME                               3 HOURS




INSTRUCTIONS TO CANDIDATES

 1.          This question paper consists of one (1) question.

2.           All measurement shall be in strict accordance with the principles laid down in the Malaysian
             Standard Method of Measurement of Building Works 2nd Edition (SMM2). Marks will be
             given based on correct principles and accuracy of measurement, accurate and
             completeness of descriptions and understanding of construction principles.

3.           Do not bring any material into the examination room unless permission is given by the
             invigilator.

4.           Candidates are allowed to use calculators.

5.           Please check to make sure that this examination pack consists of:

                     the Question Paper
                     a two-page Appendix 1(Drawing No. PUB/QSD131/101/P1/1-2)
              iii)   an Answer Booklet's Cover - provided by the Faculty
              iv)    Traditional Dimension Papers - provided by the Faculty
               v)    SMM2 - provided by the Faculty




                      DO NOT TURN THIS PAGE UNTIL YOU ARE TOLD TO DO SO
                            This examination paper consists of 2 printed pages
3) Hak Cipta Universiti Teknologi MARA                                                   CONFIDENTIAL
CONFIDENTIAL                                      2              AP/OCT 2008/QSD131/101



QUESTION 1

The accompanying Drawing No. PUB/QSD131/101/P1/1-2 shows a proposed one unit office
for Daya Urus Sdn.Bhd.

Take off complete all works associated with the element Works Below Lowest Floor Finish.

                                                                              (100 marks)




                                        END OF QUESTION PAPER




© Hak Cipta Universiti Teknologi MARA                                     CONFIDENTIAL
                                                                                                                                                                                                        AP/OCT 2008/QSD131/101
CONFIDENTIAL                                                                               APPENDIX 1 (1)                                                                                                            (PAPER 1)


                                                                                                                                                     SPECIFICATION

                                                                                                                                                     A) EXCAVATOR
                                                                                                                                                                                                             UNIVERSITITEKNOLOGI MARA
                                                                                                                                                     1. Excavate oversite to remove top soil
                                                                                                                                                        1 0 0 m m deep t o be preserved on site
                                                                                                         >.         ^1      T
                                                                                                                                  ^          V
                                                                                                                                                        in temporary spoil heap 1 0 0 m within          NOTES:
                                                                                                                      I 1000i                           the site.

             O
             O
             O
             to
                                                                                                                                                     2. All excavated materials (other than top soil)
                                                                                                                                                        to be disposed off site t o contractor's
                                                                                                                                                        own dumping site.



             o
                                                                                                                          cf                         3. Hardcore shall be broken bricks and
                                                                                                                                                        the top surface shall be blinded with sand.
             o
                                                                                                                                                     b) C0NCRET0R

                                                                                                                                                     1. Plain in—situ concrete Grade 30 in bed.
                                                                                                     ^                                           ^
                                                                                                                                                     2. Damp proof membrane shall be 4 m m thick
                                                                                                                                                        polythene or other equal and approved with
                                                                                                                          c                             1 0 0 m m lap at joints.

                                                                                                     ^                        4                  *    c) BRICKLAYER

                                                                                                                                                      1. All bricks shall be ordinary clay bricks            YOU CAN MAKE ALL NECESSARY
      o                                                                                                                                                                                                      AND REASONABLE ASSUMPTIONS
      o
      CN
      CO
                  4|i-       \            -M-                                  ^                     ^                                           *
                                                                                                                                                      2. Damp proof course shall be single layer
                                                                                                                                                         hessian based to B.S.743 bedded in gauged
                                                                                                                                                         m o r t a r 1:1:6.
                                                                                                                                                                                                             WHERE APPLICABLE



                                                                                                                                                                                                            PROJECT TITLE:

                             ^                                                                       *                                           ^
                                                                                                                                                                                                              PROPOSED ONE UNIT
                                                                                                                                                                                                              OFFICE FOR DAYA URUS
                             ^                                                                                                                                                                                SDN. BHD.
                                                                                   ^       ^   "^r

                                                                                                                                                 ^                                                      DRAWING TITLE:
                             SI                             V..   "W


                                                                                                                                                                                                             STRIP FOUNDATION PLAN
                                                                                                                                                 ^
                             ^

                  4A-                                                              -H                                                            ^
                                                                                                                                                                                                        ELEMENT:

                                                                                                                                                                                                                WORK BELOW LOWEST
                                                                                                                                                                                                                  FLOOR FINISHED
                             ^
                                                                                                                                                                                                        [       QSD131/101 (PAPER 1)       )

                                    3 1         ^   ^   ^
                                                                   ^      v            v       ~^r            s:          ^
                                                                                                                                  ~^r    ~^r K                                                              CHECKED BY:




                                                                                                                   2000                                                                                             ASNIZA HAMIMI THARIM

                                                                           10000

                                                                       17700
                                                                                                              ==t                     3000
                                                                                                                                                                                                            DRAWN BY
                                                                                                                                                                                                            SCALE
                                                                                                                                                                                                                          HISHAM

                                                                                                                                                                                                                          1 :100

                                                                                                                                                                                                            DATE          OCTOBER 2008

                                                                                                                                                                                                            DRAWING NO.


                                                                                                                                                                                                                 PUB/QSD131/101/P1/1


© Hak Cipta Universiti Teknologi MARA                                                                                                                                                                                     CONFIDENTIAL
                                                                                                                                                                     AP/OCT 2008/QSD131/101
CONFIDENTIAL                                                           APPENDIX 1 (2)                                                                                             (PAPER 1)



                                                                                                                                         ^ .      100mm BLOCK WALL
                                                                                         D.P.C
                                                                                                                                         X
                                                                                                                                                                     NOTES




                                                                                        -150mm CONC. BED.
                                                                                        -280mm HARDCORE
                                        225mm BRICKWORK.
                                                                                        -113mm BRICKWORK




                                                                                        -50mm LEAN CONCRETE

                                                                         750
                                                                  U-                        SECTION A - A
                                                                                                 Scale 1:20
                                         50mm LEAN CONCRETE
                                                                                                                                                                      YOU CAN MAKE ALL NECESSARY
                                                                                                                                                                      AND REASONABLE ASSUMPTIONS
                                                                                                                                                                      WHERE APPLICABLE


                                                                                                        SPECIFICATION                                                PROJECT TITLE

                                                                                                       A) EXCAVATOR
                                                                                                                                                                       PROPOSED ONE UNIT
               D.P.C                                                                                    1. Excavate oversite to remove top soil                        OFFICE FOR DAYA URUS
                                                                                                           100mm deep to be preserved on site                          SDN. BHD.
                                                                                                           in temporary spoil heap 100m within
                                                                                                           the site.
                                                                                                                                                                     DRAWING TITLE

                                                                                                        2. All excavated materials (other than top soil)
                                                                                                           to be disposed off site to contractor's                         SECTION OF
                                                                                                           own dumping site.                                            STRIP FOUNDATION
           150mm CONC. BED.
           280mm HARDCORE                                                                              3. Hardcore shall be broken bricks and                        ELEMENT
                                                                                                              the top surface shall be blinded with sand.                WORK BELOW LOWEST
                                                                                                                                                                           FLOOR FINISHED
           338mm BRICKWORK                                                                             b) CONCRETOR
                                                                                                                                                                         QSD131/101 (PAPER 1)       j
                                                                                                        1. Plain in—situ concrete Grade 30 in bed.
                                                                                                                                                                     CHECKED BY
                                                                                                       2. Damp proof membrane shall be 4mm thick
                                                                                                          polythene or other equal and approved with
                                                                                                          100mm lap at joints.
                                                                                                                                                                             ASNIZA HAMIMI THARIM
                                                                                                        c) BRICKLAYER
                                                                                                                                                                     DRAWN BY     HISHAM
                                                                                                         1. All bricks shall be ordinary clay bricks
                                                                                                                                                                     SCALE        AS SHOWN
          50mm LEAN CONCRETE                                                                            2. Damp proof course shall be single layer
                                                                                                           hessian based to B.S.743 bedded in gauged                 DATE         OCTOBER 2008
                                                                                                           mortar 1:1:6.
                                                                                                                                                                     DRAWING NO
                                            SECTION         B-B
                                               Scale 1:20                                                                                                                 PUB/QSD131/101/P1/2


© Hak Cipta Universiti Teknologi MARA                                                                                                                                                CONFIDENTIAL

								
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