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All Journal GANEC SWARA
TJOKORDA ISTRI PRAGANINGRUM
Program Studi Teknik Sipil Fakultas Teknik Unversitas Mahasaraswati Denpasar

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ANALISIS RISIKO PADA PELAKSANAAN PROYEK PEMBANGUNAN SARANA PENGENDALIAN BANJIR PADA WADUK MUARA NUSA DUA DENPASAR ANAK AGUNG RATU RITAKA WANGSA; TJOKORDA ISTRI PRAGANINGRUM; I GUSTI AGUNG AYU ISTRI LESTARI; IDA BAGUS SURYATMAJA
GANEC SWARA Vol 17, No 4 (2023): Desember 2023
Publisher : Universitas Mahasaraswati K. Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/gara.v17i4.656

Abstract

Flooding that occurs due to runoff and scouring of Nusa Dua estuary reservoir water in Denpasar city causes the risk of inundating the surrounding roads and entering the mangrove forest. One of the efforts made by the Bali-Penida River Basin Hall is to carry out a flood control facility construction project. The purpose of this study is to identify the risks faced, measure and determine the magnitude of acceptable risks. The method used is descriptive with a qualitative approach. Data collection was conducted by interviews related to risk identification and questionnaires related to risk assessment. The results showed that the risks identified in the implementation of the flood control facility development project in the Nusa Dua estuary reservoir amounted to 36 risks consisting of 10 risk sources. The dominant source of risk is technical, project and safety risks with a percentage of 14%. After an assessment by 17 respondents, there were 15 risks (86%) with unacceptable categories, 10 risks (63%) with undesirable categories, 7 risks (38%) with acceptable categories, and 4 risks (13%) with negligible categories.
PERBANDINGAN PENJADWALAN PROYEK ANTARA METODE KONVENSIONAL DENGAN APLIKASI MICROSOFT PROJECT (STUDI KASUS: PEMBANGUNAN GEDUNG DUA LANTAI SDN 1 PEDUNGAN) I GEDE NGURAH SUNATHA; TJOKORDA ISTRI PRAGANINGRUM; I MADE NADA; NI MADE MEILAN FLORENZIA DWIYANTI
GANEC SWARA Vol 18, No 1 (2024): Maret 2024
Publisher : Universitas Mahasaraswati K. Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/gara.v18i1.774

Abstract

Good construction project implementation is obtained from good and detailed management. The success of project management is supported by a detailed and thorough planning and scheduling method. Project scheduling has many types with various forms, advantages and disadvantages, even in current technological developments, applications are available that can help plan, implement and control projects, namely the Microsoft Project application. In the implementation of the SDN 1 Pedungan Two-Floor Building Development project, it still uses scheduling using the conventional method (S-Curve). With the existence of various forms of scheduling, this writer compares the method between the S Curve and the Critical Path Method (CPM) to obtain effective and efficient scheduling. The data used in this study are quantitative data such as the Budget Plan (RAB) which produces job descriptions and volumes, the Time Schedule plan which produces the activity duration of each work item, the predecessor and project start time, the analysis list which produces resource requirements and the calendar. workflow that returns project start time, workdays, workhours, worktime and holidays. After comparing the duration of each work between the conventional method using the Microsoft Project 2019 application in the construction project of the Two-Floor Building at SDN 1 Pedungan, the implementation time plan is faster than the conventional method, namely with a difference of 31 days, this is influenced by calculations of needs and availability of resources. power (Unit Max) per day adjusted to the volume of work