qsd101p2mar02 by reeki090

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									CONFIDENTIAL                                 ^^__                          AP/MAR2002/QSD101
                                                                                    (PAPER 2)




                             UNIVERSITI TEKNOLOGI MARA
                                 FINAL EXAMINATION


  COURSE                 :   MEASUREMENT OF CONSTRUCTION WORKS 1
                             (PAPER 2)

  COURSE CODE            :   QSD101

  DATE                   : 16 MARCH 2002

  TIME            : 3 HOURS (9.00 A.M - 12.00 NOON)
   DOCUMENT ID: IOOOQ0 1ZS~&}O
  FACULTY         : Architecture, Planning and Surveying

  SEMESTER               :   November 2001 - April 2002

  PROGRAMME/CODE :           Diploma in Quantity Surveying / AP114



INSTRUCTIONS TO CANDIDATES

  1.     This question paper consists of two (2) sections i.e SECTION A (3 questions) and
         SECTION B (3 questions).
         SECTION A-Answer Question No. 1 and One (1) other question.
         SECTION B - Answer 2 questions.

  2.     Answer to each section must be written in separate answer script books and write
         SECTION A or B on each front cover. Each answer must start on a new page.

  3.     All measurement should based on the Standard Method of Measurement of Building
         Works (Second Edition) (SMM2). Marks will be given based on correct principles of
         measurement, accurate and complete descriptions, understanding of construction
         principles and accuracy of the measurement.

  4.     Candidates are not allowed to bring any material other than those allowed by the
         invigilator into the examination room.

  5.     Candidates are allowed to use calculators.

  6.     Please check to make sure that this examination pack consists of: ~]
         i)      Standard Methods of Measurement (Second Edition) (SMM2) I Provided by
         ii)     Traditonal Taking-off paper                                 fine Faculty
         iii)    Drawing No. QSD101/MAR2002/P2                             J
         iv)     Appendix 1 (1 page) - included

           DO NOT TURN THIS PAGE UNTIL YOU ARE TOLD TO DO SO
                             This Exam Paper Consists of 7 printed pages


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                                                                                (PAPER 2)

ENGLISH


SECTION A

Answer Question No. 1 and ONE (1) other questions.


1.    Measure a!! the brickworks and coping involved in the construction of garden wall as
      shown in the drawing. DO NOT measure Excavation and the Concrete for the Strip
      Foundation.

      Refer to drawing no. QSD101/MAR2002/P2
                                                                                  (25 marks)


2.    a)     Explain briefly the reasons why a Bill of Quantities is needed.
                                                                                  (16 marks)

      b)     Explain with suitable examples where applicable the following general
             principles of measurement:

             i)     Timesing
             ii)    Deduction
             iii)   Waste Column
                                                                                   (9 marks)


3.    a)     Explain with suitable examples and sketches the following SMM2 clauses:-

             i)     Clause         D.12.6
             ii)    Clause         F.2
             iii)   Clause         G.3.3.f
             iv)    Clause         G.28.2
                                                                                  (20 marks)

      b)     Explain the meaning of 'Provisional Sum' and 'Prime Cost Sum1 based on the
             definition in the Standard Method of Measurement (SMM 2).
                                                                              (5 marks)




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                                                                               (PAPERS)


SECTION B


Answer TWO (2) questions only.

For questions 1b, 2 and 3 please refer to the data attached in APPENDIX 1.


1.    The cost of material and labour are part of the components in ariving at a rate for an
      item in a Bill of Quantities.

      a)      Briefly explain the above with examples.
                                                                                 (10 marks)

       b)     Analyse the unit rate for the following:
                     1
              i)     /a B thick brickwall in common bricks in cement and sand (1:3)
                     mortar laid in stretcher bond with and including a layer of exmet at
                     every fourth course - m2
                                                                                   (6 marks)

              ii)     1 B thick brickwall in common bricks in cement and sand (1:3) mortar
                     laid in Flemish bond weatherstruck pointing as desribed. - m2
                                                                                 (5 marks)

              iii)   Extra over 1 B thick brickwail for facework to one side with facing
                     bricks in Flemish bond.
                                                                              (4 marks)


2.    Analyse the unit rate for the following:

      a)     Excavate for pad foundation not exceeding 2.00m deep commencing from
             stripped level, (by machine) - m3
                                                                       (15 marks)

      b)     Cart away surplus excavated materials 15km away from site - m3
                                                                                (10 marks)


3.    Analyse the unit rate for the following:

      a)     Plain in situ concrete (1:3:6 - 36mm aggregates) in strip foundation,
             (by machine) - m3
                                                                                 (10 marks)




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                                                                      (PAPER 2)




     b)    i)    Excavate oversite to remove vegetable soil average 150mm deep
                 starting from original ground level and get out. (by hand) - m2

                                                                     (7 Vz marks)


           ii)   100mm Thick hardcore of broken bricks well compacted,
                 consolidated, watered and blinded with and including 25mm thick
                 sand to receive concrete - m2
                                                                     (71/2 marks)




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                                                                            (PAPER 2)


BAHASA MELAYU


BAHAGIAN A

Jawab Soalan No. 1 dan SATU (1) soalan lain.


1.    Ukur semua kerja-kerja bata dan 'coping' yang terlibat di dalam pembinaan tembok
      taman seperti yang terdapat di dalam lukisan. TIDAK PERLU menqukur kerja-kerja
      Pengorekan dan Konkrit bagi Asas Jalur.

      Rujuk lukisan No. QSD101/MAC2002/P2
                                                                           (25 markah)


2.    a)     Terangkan secara ringkas sebab-sebab Senarai Kuantiti diperiukan.
                                                                           (16 markah)


      b)     Terangkan berserta contoh yang sesuai di mana perlu bagi prinsip-prinsip
             asas pengukuran yang berikut:-

             i)     Timesing'
             ii)    'Deduction'
             iii)   'Waste Column'
                                                                            (9 markah)


3.    a)     Terangkan berserta contoh-contoh dan lakaran-lakaran yang bersesuaian
             bagi fasal-fasal SMM2 berikut:-

             i)     Fasal         D.12.6
             ii)    Fasal        F.2
             iii)   Fasal        G.3.3.f
             iv)    Fasal        G.28.2
                                                                           (20 markah)

      b)     Terangkan maksud Wang Peruntukan Sementara dan Wang Kos Prima
             mengikut definasi Kaedah Pengukuran Setara.
                                                                            (5 markah)




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                                                                                 (PAPER 2)


BAHAGIAN B


Jawab DUA (2) soalan sahaja.

Untuk soalan 1b, 2 dan 3 siia rujuk kepada data yang disertakan di APPENDIX 1.


1.     Harga-harga bahan binaan dan buruh merupakan sebahagian daripada komponen-
      komponen di dalam menentukan kadar harga bag! sesuatu item di dalam Senarai
       Kuantiti.

      a)       Terangkan dengan jelas beserta contoh-contoh kenyataan di atas.
                                                                             (10 markah)

       b)      Kirakan kadar harga bagi yang berikut:

               i)     %. B thick brickwall in common bricks in cement and sand (1:3) mortar
                      laid in stretcher bond with and including a layer of exmet at every
                      fourth course - m2
                                                                                (6 markah)

               ii)     1 B thick brickwall in common bricks in cement and sand (1:3) mortar
                      laid in Flemish bond with weatherstruck pointing as desribed - m2

                                                                                  (5 markah)

               iii)   Extra over 1 B thick brickwall for facework to one side with facing
                      bricks in Flemish bond - m2
                                                                                  (4 markah)

2.    Kirakan kadar harga bagi yang berikut:

      a)      Excavate for pad foundation not exceeding 2.00m deep commencing
              from stripped level, (by machine) - m3
                                                                    (15 markah)


      b)       Cart away surplus excavated materials 15km away from site - m3
                                                                             (10 markah)


3.    Kirakan kadar harga bagi yang berikut:

      a)        Plain in situ concrete (1:3:6 - 36mm aggregates) in strip foundation,
               (by machine) - m3
                                                                                  (10 markah)



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                                                                           (PAPER 2)


     b)    i)    Excavate oversite to remove vegetable soil average 150mm deep
                 starting from original ground level and get out. (by hand) - m2
                                                                            (7 % markah)


           ii)   100mm Thick hardcore of broken bricks well compacted,
                 consolidated, watered and blinded with and including 25mm thick
                 sand to receive concrete - m2
                                                                     (7 1/2 markah)




                          END OF QUESTION PAPER




                                                                        CONFIDENTIAL
CONFIDENTIAL                            APPENDIX 1                 AP/MAR2002/QSD101
                                                                            (PAPER 2)



Plant Cost

Excavator (1/2m3 bucket)

Initial cost                                     RM250,000.00
Useful life                                      5 years
Interest rate                                    10%
Scrap value at end of life                       RM40.000.00
Operator                                         RM65.00perday
Diesel                                           5 litre/hour @ RM0.70/iitre
Lubrication                                      14 litre/week @ RM10.00/5 litre

Concrete mixer (output 14/10T)

Initial cost                                     RM50.000.00
Scrap value at end of year                       RM15,000.00

Lorry (10 tonnes @ 6 1/2 m3 capacity)

Hire charges                                     RM400.00 per day (inclusive)
Lorry operating                                  250 days


Basic Material Prices

Cement                                           RM10.00/50kgbag
Broken bricks                                    RM13.00/m3
Sand                                             RM16.00/m3
Course aggregates                                RM38.00/m3
Common clay bricks                               RM190.00/1000 pieces
Facing bricks                                    RM490.00/1000 pieces
Exmet                                            RM0.65/m

Labour wages per day

Skilled labour

Mason                                            RM60.00
Bricklayer                                       RM60.00
Barbender                                        RM60.00
Carpenter                                        RM60.00
Plasterer                                        RM60.00

Unskilled labour                                 RM30.00




                                                                         CONFIDENTIAL

								
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