G2 BILL OF QUANTITIES FOR SITE INVESTIGATION

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