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					CONFIDENTIAL                                                                      AP/OCT2007/QSD131




                                 UNIVERSITI TEKNOLOGI MARA
                                     FINAL EXAMINATION




      COURSE                      :     MEASUREMENT OF CONSTRUCTION WORKS I
                                        (PAPER 1)
      COURSE CODE                 :     QSD131
      EXAMINATION                 :     OCTOBER 2007
      TIME                        :     3 HOURS




INSTRUCTIONS TO CANDIDATES

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

2.        Answer the question in the traditional dimension papers and the answer booklet.

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

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

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

                i)   the Question Paper
               ii)   an Answer Booklet - provided by the Faculty
              iii)   Drawings No. PUB/QSD131/OCT 2007/P1/1A- 1B - provided by the Faculty
              iv)    Traditional Dimension Papers - provided by the Faculty
               v)    The Malaysian Standard Method of Measurement of Building Works (Second
                     Edition) (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
© Hak Cipta Universiti Teknologi MARA                                                 CONFIDENTIAL
CONFIDENTIAL                                      2             AP/OCT 2007/QSD131




PART A

QUESTION 1

Based on Drawings No. PUB/QSD181/151/OCT 2007/P1/1-4, take-off complete roof of the
building as shown.


                                                                       (100 marks)



                                        END OF QUESTION PAPER




© Hak Cipta Universiti Teknologi MARA                               CONFIDENTIAL
                                                                                                                                                                    AP/QSD131/OCT2007
                                                                                                                                                                             (PAPER 1)




                                                                                                                          SPECIFICATION :

                                                                                                                          A) EXCAVATOR

                                                                                                                          1. Excavate oversite to remove top soil
                                                                                                                             T50mm deep deposited 100M away.

                                                                                                                          2. Hordcore shall be broken bricks and
                                                                                                                             the top surface shall be blinded with sand.

                                                                                                                          b) CONCRETOR

                                                                                                                          1. Ploin in—situ concrete ( 1 : 2 : 4 - 1 9 m m agg)
                                                                                                                             in strip foundation.
                                                 B
                                                                                                                          2. Plain i n - s i t u concrete (1:3:6-38MM agg)
                                                                                                                             in bed.

                                                                                                                          3. Damp proof membrane shall be 4 m m thick
                                                                                                                             polythene or other equal and approved with
                                                                                                                             100mm lap at joints.

                                                                       c                                                  c) BRICKLAYER

                                                                                                                          1. All bricks shall be ordinary clay bricks to BS 3921
                                             B                                                                            2. Domp proof course shall be single layer
                                                     %                                                                       hessian based to B.S.743 bedded in gauged
                                                                                                                             mortar (1:1:6) with 1 5 0 m m lap at joints.

                                                     %




                                                         2000   4000




NOTE                                                                       PROJECT                                                                      DRAWN BY
                                                                                                          DRAWING TITLE
                                                                                                                                                       CHECKED BY                AHMAD NOORZALI
YOU MAY MAKE ALL NECESSARY AND REASONABLE
ASSUMPTIONS WHERE APPLICABLE                                                  PROPOSED ONE UNIT                                                        SCALE                     1   100
                                                                              SINGLE STIOREY OFFICE FOR    STRIP FOUNDATION PLAN                        DATE                     OCTOBER 2007
                                            UNIVERSITI TEKNOLOGI MARA         BAY AN POULTRY SDN BHD                                                    DRAWING NO.        :
CONFIDENTIAL                                     CAWANGAN SARAWAK                                         WORKS BELOW LOWEST FLOOR FINISH                       PUB/QSD131/OCT 2007/P1/1A
                                                                                                                                                                                                          AP/QSD131/OCT2007
                                                                                                                                                                                                                   (PAPER 1)
                                                                                                                                                                                                             100mm BLOCKWALL
                                                                                                                                -D.P.C




                                                                                                                               - 1 0 0 m m SLAB
                                                                                                                                200mm HARDCORE

                                                                                                                               - 1 1 3 m m BRICKWORK




                                                                                                                               - 5 0 m m BLINDING                            SECTION C - C
                                                                                                            750                                                                 Scale   1:20


                                                     5 0 m m BLINDING            SECTION A - A
                                                                                     Scale 1:20




                                                                         D.P.C

          SPECIFICATION :

         A) EXCAVATOR

          1. Excavate oversite to remove top soil
             150mm deep deposited 100M oway.
                                                                        100mm SLAB
          2. Hardcore shall be broken bricks and
                                                                        200mm HARDCORE
             the top surface shall be blinded with sand.
          b) CONCRETOR

          1. Plain in-situ concrete (1:2:4-19mm agg)                    338mm BRICKWORK
             in strip foundation.

          2. Plain in-situ concrete (1:3:6-38MM agg)
             in bed.

          3. Damp proof membrane shall be 4mm thick
             polythene or other equal and approved with
             100mm lap at joints.
          c) BRICKLAYER
                                                                        50mm BLINDING
           1. All bricks shall be ordinary clay bricks BS3921

          2. Damp proof course shall be single layer
             hessian based to B.S.743 bedded in gauged
             mortar (1:1:6) with 150mm lap at joints.                                                        SECTION B-B
                                                                                                                  Scale 1:20


NOTE :                                                                                            PROJECT    :                                      DRAWING TITLE :                            DRAWN BY
                                                                                                                                                                                               CHECKED BY         AHMAD NOORZALI
YOU MAY MAKE ALL NECESSARY AND REASONABLE                                                          PROPOSED ONE UNIT
ASSUMPTIONS WHERE APPLICABLE                                                                                                                        STRIP FOUNDATION SECTION                   SCALE             1   100
                                                                                                   SINGLE STOREY OFFICE FOR                                                                    DATE               OCTOBER 2007
                                                    UNIVERSITI TEKNOLOGI MARA                      BAY AN POULTRY SDN BHD                                                                      DRAWING NO.   :

CONFIDENTIAL                                             CAWANGAN SARAWAK                                                                              WORKS BELOW LOWEST FLOOR FINISH                 PUB/QSD131/OCT 2007/ P1/1B

				
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Description: EXAM PAPER FOR ESTATE MANAGMENT