UNIVERSITI SAINS MALAYSIA Second Semester Examination
Academic Session 200gl2OO9 April/May 2009
RQK 337 - Quantity Surveying ll
[Ukur Bahan 2]
Duration: 2 hours [Masa: 2 jam]
Please check that this examination paper consists
of
EIGHT pagesof
printed material before you begin the examination.Sila pastikan bahawa kertas pepeiksaan ini mengandungi LApAN
muka
surat yang tercetak sebelum anda memulakan pepeiksaan ini.Method
of
measurement shouldbe in
accordanceto the
Standard Method of Measurementfor
BuildingWorks,
2nd edition (SMM2)and
Mataysian Civil Engineering standard Method of Measurement (cESMM), where applicable.Kaedah pengukuran
perlu
berdasarkan kepada prinsip-prinsipdatam
Kaedah Ukuran Piawai bagi Kerja Bangunan Edisi Kedua' (SMM/)dan
Kaedah tJkuran Piawai bagi Kerja Kejuruteraan Awam (cEsMM), mengikut'kesesuaian.Answer ALL questions.
Jawab SEMUA soalan.
I47
...21-
lRoK 3371
-2-
1. With reference
to the
Road and Drainage Drawing, you are required to prepare the taking-offfor
road works, accommodating 15 lots of parking space. Each parking lot has an equal dimension of 4800 mm length and width of 2380 mm. You are not required to measure the RC drain shown inthe drawing
Merujuk kepada Road and Drainage Drawing, anda diminta menyediakan taking-off untuk kerja-kerja jalan untuk tempat letak kereta (15loQ. Seftap tot itu mempunyai ukuran sekata 4800 mm paniang dan lebar 2380 mm.
Sila abaikan pengiraan untuk R.C. drain seperti yang dituniukkan di dalam lukisan ini.
(100 marks/markah)
2.
Measure allthe
items connected with concreting works (insitu concrete, formwork and reinforcement) for Staircase Flight B based on Drawings:- L1kur segalaitem yang
berkaitan dengan kerja-kerjakonkit
(konkitinsitu,acuan dan tetulang) untuk Tangga Flight B berdasarkan Lukisan:' (a) Stairs/1;
(b) Stairs/2;
(c) Stairs/3;
(100 marks/mar&ah)
Measure all items in relation to the structural Steel "A" frame as shown on
drawings No.SS/1 and SS/2. Method of
measurementshall be
inaccordance to SMM2.
tJkur semua item yang berkaitan dengan kerangka besi "A" seperti yang ditunjukkan dalam tukisan No.SS/1
dan
SS/2. Kaedah pengukuran perlu berdasarkan kepada SMM2.(100 marks/markah) 3.
148
...31-
lRoK 3371
-3-
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-7
-Drawing
Title:
Elevation for"A"
frame steelworklRoK 3371
Drawing No. SS/1
| 6000
IFlange connection 152x102x29.66kg See detail B
Base fixing
(see detail C)
l9mm thick gusset plate size 152 x 152 x 36.04kg 25mm thick base plate size 1500 x 500mm
15'7
...8t-
ll'
I
DETAIL B
Flange connection
lRoK 3371
-B-
Drawing No. SS/2
Drawing
Title:
Diagrammatic Details For"A"
Frame SteelworkDETAIL A
DETAIL C