BILL OF QUANTITIES FOR SITE INVESTIGATION bnc31803 site investigation assignment 02 Group 2
Group Members
2
NIK RAHIMAN BIN NIK AZHAR CN190213
NURUL ALEYA BINTI ROSTAM AFFANDY AN190075
MUHAMMAD HAZMAN SHAFIQ BIN ROSZANIHAR
NOR IMAN FATIHAH SOIFUL BAHRI
CN190060
AN190140
DIFFERENCES OF BOREHOLE AND CPT LAYOUT PLAN BOREHOLES LAYOUT PLAN DIFFERENCE
buildings. Based on our observation, the deep boring works
Deep boring in term of site investigation is a process of evaluation and verification of geological conditions at
in these layout plans differs according to the purpose of 3 their determination of groundwater. Deep boring works in
selected site plan. The purpose of deep boring test in this
option 1 layout plan happens to be outside of the proposed
project is drilling in rock not exceeding 10-meter depth for building plot because they wanted to induce water supply determination of groundwater existence under certain
resources to be located outside of the building. On the
position chosen in a site plan of proposed construction
contrary, water supply is connected direct into the buildings
project. Comparing the boreholes planned in both layout
in option 2 to provide conveniences to the future users. A
plan option 1 and option 2, it is shown that they are
very contradict position was also applied may be relevant to
positioned in different location from each other. Borehole
the certainty of groundwater location under the ground as
location in option1 layout plan is planned to be conducted
water resources with suitable soil type. Hence that is why
outside the boundary of the buildings to be constructed
there are 2 options for the layout plan in case the project
according to the plan. While deep boring works in option 2 owner wants to have difference location for water supply. have the location to be drilled is inside the boundary of the
DIFFERENCES OF BOREHOLE AND CPT LAYOUT PLAN CPT LAYOUT PLAN DIFFERENCE
ground with various number of resistant forces needed to be
Cone penetration test is conducted to identify the soil type treated so they will have equal strength of soil. Increasing 4 and their stratification of construction site. In this the depth of piling and foundation is also allowable in project, CPT is conducted in order to ensure the stability of certain condition, following the specification of the soil in the construction site besides resistant forces
construction. While the ground outside is tested to
when pressure is applied to the ground. In both layout plan determine the stability of the soil so there will be no option 1 and option 2, the soil profiling was conducted at
incident happens in the future. Afterall, cone penetration
the same exact place with positioned in and outside of the test is conducted in order to prevent any loss in the future buildings plot. Each position has different functionality of including cost and life. CPT soil determination as the pressure applied by a block of buildings may be greater than the pressures received by ground on the outside. By that, ground surface that to be built with buildings must be equally strong enough for the sake of stabilization of each building. Other than that,
REPRODUCE AND COMPLETE THE BQ (IN EXCEL) option 1 5
REPRODUCE AND COMPLETE THE BQ (IN EXCEL) option 1 6
REPRODUCE AND COMPLETE THE BQ (IN EXCEL) option 1 7
REPRODUCE AND COMPLETE THE BQ (IN EXCEL) option 1 8
REPRODUCE AND COMPLETE THE BQ (IN EXCEL) option 2 9
REPRODUCE AND COMPLETE THE BQ (IN EXCEL) option 2 10
REPRODUCE AND COMPLETE THE BQ (IN EXCEL) option 2 11
REPRODUCE AND COMPLETE THE BQ (IN EXCEL) option 2 12
SUPPORTING DOCUMENTS
13
JADUAL KADAR HARGA KERJA-KERJA
THE MALAYSIAN SITE INVESTIGATORS
JKR - JADUAL KADAR HARGA
PENYIASATAN TAPAK TAHUN 2018
ASSOCIATION (MSIA) SCHEDULE RATE
PENYIASATAN TAPAK 2012
2007
WORK PROGRAMME option 1 14
WORK PROGRAMME option 1 15
WORK PROGRAMME option 2 16
WORK PROGRAMME option 2 17
REFERENCES
Kuhlman, Kristopher, et al. Deep Borehole Field Test: Characterization Borehole Science Objectives. 1 June 2015, www.osti.gov/biblio/1184360/, 1 0.2172/1184360. Accessed 19 J an.2022. El-Reedy, M. A. (2017). Soil Investigation and Pile Design. Onshore Structural Design Calculations, 345–385. https://doi.org/10.1016/b978-0- 08101944-3.00008-5
MSIA rate 2007. (n.d.). Retrieved J anuary 19, 2022, from http://www.msia.com.my/download s/MSIA2007_Rates.pdf Jadual Kadar Harga Kerja-Kerja Penyiasatan tapak Tahun epsmg.jkr.gov.my/images/f/f4/jkh_si _2018_(rev1).pdf¢ . pdfslide.net. (n.d.). Retrieved January 19, 2022, from https://pdfslide.net/reader/f/jadual -kadar-harga-kerja-kerjapenyiasatan-tapak-tahunepsmgjkrgovmyimagesff4jkhsi2018re v1pdf