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OPTIMIZING PROJECT SCHEDULING USING CPM AND PERT METHODS (CASE STUDY: PEJAMBON 8-STOREY FLAT, CENTRAL JAKARTA) Dewi Fauzah; Rafiq Setyawan; Anasya Arsita Laksmi; Sigit Adi Soebakti
Jurnal Ilmiah Teknik Sipil Vol. 28 No. 2 (2024): Jurnal Ilmiah Teknik Sipil, Vol. 28 No. 2, September 2024
Publisher : Universitas Udayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/JITS.2024.v28.i02.p02

Pejambon 8 Storey-Flat Construction Project is one of the annual work programs through the allocation of Government Islamic Securities (SBSN) funding for the 2023 Ministry of Finance of the Republic of Indonesia. In this research, the CPM and PERT planning methods were used to implement project time management and increase effectiveness, by making schedules empirically. The aim of applying the CPM and PERT methods is to compare expectations with actual progress and avoid delays in critical path activities so that it can shorten the project period by considering costs. This research used the PERT and CPM method approach in evaluating projects. This method begins with compiling a project network diagram and collecting information related to time variations that can occur on projects in the field. Some of the results of the processed data produced are information related to the critical path of the project, probability of project scheduling, and variations in operational costs according to the total duration of work. The data required in this research include the physical progress report of the project, Project Implementation Schedule, Curve S, and RAB.

ANALYSIS OF SOIL BEARING CAPACITY AND FOUNDATION SETTLEMENT IN THE CONSTRUCTION OF GUPUSMU PUSPALAD III JAKARTA Anasya Arsita Laksmi; Arya Maulana Kampai; Harjasa Jonathan; Nina Purwanti; Deakonius Silalahi; Dewa Ramadhan Astama Putra; Dewi Fauzah; Abdul Hadi Adriansyah; Abigail Christy; Andreas Robert Panogu Sitorus; Sigit Adi Soebekti
Jurnal Ilmiah Teknik Sipil Vol. 28 No. 1 (2024): Jurnal Ilmiah Teknik Sipil, Vol. 28 No. 1, Maret 2024
Publisher : Universitas Udayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/JITS.2024.v28.i01.p05

The ammunition center warehouse and military equipment center are strategically important for Army operations. In the design, an analysis of soil bearing capacity and foundation settlement is required to maximize the structural load of the ammunition center building. Based on this, this study aims to analyze the soil-bearing capacity and potential deformation of the foundation in response to the structural loads applied to the construction of the Ammunition Center Warehouse and Army Equipment Center III in Jakarta. The investigation involved six lightweight sondir points, each with a capacity of 2.5 tons, to obtain a conus value of 250 kg/cm2. The information obtained from the sondir test was used to determine the bearing capacity of the soil and the amount of foundation settlement that might occur. Based on the analysis and calculations, a shallow foundation, namely a 2-meter-deep footing, was selected. The allowable soil bearing capacity is 1.18 kg/cm2, and the foundation settlement at P1 is about 2.8 cm and 1.3 cm at P2. This research is expected to be the basis for designing ammunition warehouse foundations in military institutions.

OPTIMIZING PROJECT SCHEDULING USING CPM AND PERT METHODS (CASE STUDY: PEJAMBON 8-STOREY FLAT, CENTRAL JAKARTA) Dewi Fauzah; Rafiq Setyawan; Anasya Arsita Laksmi; Sigit Adi Soebakti
Jurnal Ilmiah Teknik Sipil Vol. 28 No. 2 (2024): Jurnal Ilmiah Teknik Sipil, Vol. 28 No. 2, September 2024
Publisher : Universitas Udayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/JITS.2024.v28.i02.p02

Pejambon 8 Storey-Flat Construction Project is one of the annual work programs through the allocation of Government Islamic Securities (SBSN) funding for the 2023 Ministry of Finance of the Republic of Indonesia. In this research, the CPM and PERT planning methods were used to implement project time management and increase effectiveness, by making schedules empirically. The aim of applying the CPM and PERT methods is to compare expectations with actual progress and avoid delays in critical path activities so that it can shorten the project period by considering costs. This research used the PERT and CPM method approach in evaluating projects. This method begins with compiling a project network diagram and collecting information related to time variations that can occur on projects in the field. Some of the results of the processed data produced are information related to the critical path of the project, probability of project scheduling, and variations in operational costs according to the total duration of work. The data required in this research include the physical progress report of the project, Project Implementation Schedule, Curve S, and RAB.

ANALYSIS OF SOIL BEARING CAPACITY AND FOUNDATION SETTLEMENT IN THE CONSTRUCTION OF GUPUSMU PUSPALAD III JAKARTA Anasya Arsita Laksmi; Arya Maulana Kampai; Harjasa Jonathan; Nina Purwanti; Deakonius Silalahi; Dewa Ramadhan Astama Putra; Dewi Fauzah; Abdul Hadi Adriansyah; Abigail Christy; Andreas Robert Panogu Sitorus; Sigit Adi Soebekti
Jurnal Ilmiah Teknik Sipil Vol. 28 No. 1 (2024): Jurnal Ilmiah Teknik Sipil, Vol. 28 No. 1, Maret 2024
Publisher : Universitas Udayana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24843/JITS.2024.v28.i01.p05

The ammunition center warehouse and military equipment center are strategically important for Army operations. In the design, an analysis of soil bearing capacity and foundation settlement is required to maximize the structural load of the ammunition center building. Based on this, this study aims to analyze the soil-bearing capacity and potential deformation of the foundation in response to the structural loads applied to the construction of the Ammunition Center Warehouse and Army Equipment Center III in Jakarta. The investigation involved six lightweight sondir points, each with a capacity of 2.5 tons, to obtain a conus value of 250 kg/cm2. The information obtained from the sondir test was used to determine the bearing capacity of the soil and the amount of foundation settlement that might occur. Based on the analysis and calculations, a shallow foundation, namely a 2-meter-deep footing, was selected. The allowable soil bearing capacity is 1.18 kg/cm2, and the foundation settlement at P1 is about 2.8 cm and 1.3 cm at P2. This research is expected to be the basis for designing ammunition warehouse foundations in military institutions.

Construction Management Performance Analysis of Dittopad Flat Building Project Muhammad Rijali Sukur Pelu; Adden Trianto; Samudra; Okri Asfino Putra; Muhammad Bagus Yulistian; Oktavianus Pranoto; Rakyan Choiruna Daffarel; Rena Avinika Ningtyas; Yuliza Putri Rahmayeni; Dewi Fauzah
Potensi: Jurnal Sipil Politeknik Vol. 26 No. 2 (2024): Potensi: Jurnal Sipil Politeknik
Publisher : Department of Civil Engineering, Politeknik Negeri Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35313/potensi.v26i2.5743

In construction work, construction management is needed. Construction management is the activity of planning, actuating and controlling projects using resources effectively and efficiently. The fundamental functions of construction management are planning, organizing, actuating and controlling. The Dittopad flats are a construction carried out by Pusziad TNI AD to raise personnel morale by providing a place to live. The purpose of writing is to analyze the application of construction management that occurred in the Dittopad Flats building construction project. The research method used was a literature review obtained by filling out a questionnaire with 50 respondents involved in the construction of the Dittopad Flats. The analysis was carried out using factors that influence the construction work system on basic management functions related to aspects of time, cost and quality. Based on factor analysis of the construction management work system, it was found that the most influencing function was planning with a value of 4.31. From the analysis of the actions taken by construction management at the Dittopad Flats, it was found that the one that had the most influence was the planning stage with a value of 4.26.

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