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All Journal Jurnal Talenta Sipil
Annisaa Dwiretnani
UNIVERSITAS BATANGHARI
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology

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Evaluasi Penjadwalan Waktu Proyek Pembangunan Gedung Menggunakan Critical Path Method (CPM) Annisaa Dwiretnani; Elvira Handayani; Niko Saputra
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.334

Abstract

Buildings are the physical form of the results of construction work that are integrated with their place of domicile, partly or wholly located on and/or in the land and/or water which functions as a place for humans to carry out their activities, both for housing (residence), religious activities, business activities, social activities, culture, and special activities (Article 1 Number 1 Law Number 28 of 2002 Concerning Building Buildings). The success or failure of a construction project is influenced by three aspects, namely costs that do not exceed the budget, quality according to specifications and time according to the implementation schedule. The existence of project time scheduling is needed to complete the project in a timely manner using several methods. This study aims to create a network for building construction projects using the Critical Path Method (CPM) and identify any work activities from building construction projects that are on a critical path. Research data only consists of secondary data in the form of project time schedules and documentation photos. Based on the analysis, it is known that there are 11 types of work that are on the critical path network of the Abdul Manap Hospital Inpatient Building Development Project in Jambi City using CPM analysis, which consists of AA (Preparatory Work) – BA (Work on Structure 1st Floor) – BB (Work on Structure 2nd Floor) – BC (Work on Structure on 3rd Floor) – BD (Work on Structure on 4th Floor) – BE (Work on Structure on Floor 1) – DF (Installation of Dirty Water, Used Water & Vent) – DA (Work on Structures on 4th Floor) Air Conditioning work) – DO (Lightning Protection Work) – FF (Chopstick Work) – FG (Parking and Greening Work). The total duration/time of completion of all work on the critical path is 240 days.
Kajian Kebutuhan Tenaga Kerja Proyek Bangunan Gedung Menggunakan AHSP 2016 Ria Zulfiati; Annisaa Dwiretnani; Ilham Iman Patra
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.328

Abstract

Construction work can run well if it is supported by good human resource selection factors. If a job without the support of good human resources in terms of quality and productivity, the results obtained will not be optimal and will not be satisfactory. Not only that, the inappropriate use of human resources can cause huge losses to construction projects. To regulate or manage the use of human resources to be more efficient, the contractor must know the level of productivity of each worker. This study aims to determine the coefficient of analysis of the unit price of labor in the field and SNI 2016 and to compare the coefficient of analysis of the unit price in the field and SNI 2016. The research was conducted on a rehabilitation project for facilities and infrastructure in the Sungai Gelam campground area, Jambi province. The data used consists of primary data, namely interview data and secondary data, which consists of work drawings, reports, analysis of work unit prices and RAB. The data obtained were analyzed using the Time & Motion Study method. From the results of the analysis, the results of the evaluation of the need for labor in the field were based on SNI, namely for the coefficient of labor in the field for plastering Ad 1:4 work, it was 0.1411 OH, while based on SNI it was obtained. 0.2550 OH. for the coefficient of labor in the field on the work of Stone Pair 1 stone Ad 1:4 it gets 0.3025 OH while based on SNI it gets 0.4250 OH. Based on the calculation, the coefficient in the field is smaller than the coefficient of the analysis of the SNI work unit price.
Co-Authors Elvira handayani Ilham Iman Patra Niko Saputra Ria Zulfiati