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All Journal Ensiklopedia of Journal Ensiklopedia Research and Community Service Review Jurnal Riset Multidisiplin : Agrisosco
Eka Priana, Surya
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ANALISIS KINERJA TERHADAP WAKTU MENGGUNAKAN METODE EARNED VALUE ANALYSIS PADA PROYEK PEMBANGUNAN SMP N 7 KOTA BUKITTINGGI Guciano, Ilham; Eka Priana, Surya; Herista, Febrimen
Ensiklopedia Research and Community Service Review Vol 3, No 3 (2024): Vol. 3 No. 3 Juni 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i3.2529

Abstract

In the implementation of the SMP N 7 Bukittinggi Development project, there was a delay in implementation which resulted in a minus deviation of work. Project success can usually be seen from the completion time and costs incurred without reducing the quality of the results. So it is necessary to conduct a Time and Cost Review research using the Earned Value Method on the SMP N 7 Bukittinggi Development Project. This research is quantitative research using Earned Value Analysis. The results of this study are the cumulative Schedule Variance (SV) value in week 1 is positive value of Rp. 11,816,608.92 this shows the performance of the project implementation in that week was carried out ahead of schedule. The cumulative SPI (Schedule Performance Index) in week 1 is worth 1 of 0.85, so the performance of project implementation is slower than planning. The estimated project completion time reviewed in week 10 obtained an EAS value of 309 days while the plan time was 180 days. This shows that the completion time is 129 days faster than planned if the project performance is in accordance with the plan or more than the plan. The estimated total project completion time is calculated based on the EAS value of 175 days while the plan time is 180 days. This shows that the completion time is 5 days faster than planned.Keywords: Time Schedule, Earned Value Analysis, SPI, ETS, EAS
IDENTIFIKASI KETERLAMBATAN PEKERJAAN PEMBANGUNAN GEDUNG KULIAH S (SBSN) UIN SJECH M. DJAMIL DJAMBEK BUKITTINGGI Ridho Alfariz, Muhammad; Eka Priana, Surya; Hafnil, Jon
Ensiklopedia Research and Community Service Review Vol 3, No 2 (2024): Vol. 3 No. 2 Februari 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/err.v3i2.2514

Abstract

During project implementation, several obstacles occurred, one of which was work delays. Delays in construction projects can be interpreted as failure to meet the completion time for construction work as stated in the contract. This research aims to determine the use of the concept of the Fault Tree Analysis (FTA) method and to determine the control and causes of delays on projects. The results of the research show that the work that experienced delays in the UIN Sjech M. Djamil Djambek Bukittinggi Lecture Building (SBSN) construction project was work in weeks 2, 11, 12, 13, and 21. This was also influenced by several things such as weather factors. , lack of workers, lack of experts, ordering materials that are difficult to obtain, delays in architectural work, and inefficient division of labor. The conclusion of this research is to pay attention to delay factors in construction implementation to anticipate possible delays.Keywords: Delay; Project; Fault Tree Analysis; Controlling.
ANALISIS KINERJA KONSULTAN MANAJEMEN KONSTRUKSI TAHAP IMPLEMENTASI PADA PROYEK KONSTRUKSI Eka Priana, Surya
Ensiklopedia of Journal Vol 6, No 2 (2024): Vol. 6 No. 2 Edisi 2 Januari 2024
Publisher : Lembaga Penelitian dan Penerbitan Hasil Penelitian Ensiklopedia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33559/eoj.v6i2.2148

Abstract

Reflected by the many stages in a project life cycle or Project Life Cycle. Of all these stages, the implementation (construction) stage is the stage that needs serious attention, because this stage must be achieved on time, at the right cost and at the right quality or what is often referred to as the triple constraint. For this reason, a good project management system is needed, such as that offered by Construction Management Consultants (KMK). This research aims to identify and create an instrument for measuring KMK performance at the implementation stage. There are 5 (five) performance indicators which have been developed into 22 (twenty two) variables used to measure KMK performance on government and private projects. Next, analysis was carried out using the Customer Satisfaction Index (CSI) method. From the results of the analysis and calculation of the measured KMK performance, the CSI value for KMK performance on government projects was 52.51% (quite satisfied) and the CSI for KMK performance on private projects was 85.88% (very satisfied).Keywords: Construction Management Consultant System, indicators, variables, customer satisfaction index.
PERENCANAAN STRUKTUR ULANG GEDUNG BADAN PEMBERDAYAAN MASYARAKAT DAN NAGARI KABUPATEN PASAMAN BARAT Candra, Iseng; Eka Priana, Surya; Bastian, Elfania
Jurnal Riset Multidisiplin Agrisosco Vol 1, No 1 (2023): Vol 1 No 1 April 2023
Publisher : Lembaga Penelitian, Pengembangan, Pemberdayaan Potensi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61316/jrma.v1i1.4

Abstract

Building Planning The Community Empowerment Agency and Nagari is one of the government buildings, the planned building is a 3-storey office building located in the West Pasaman earthquake area. so planning is needed that leads to being resistant to earthquake shocks, this is one of the basics for planners to plan the Community and Nagari Empowerment Agency Building. From the results of this structural analysis, the reinforcement structure is obtained based on the author's analysis. The results obtained that the material used is steel fy = 420 MPa and concrete quality fc' = 24.9 MPa, for plate reinforcement in the direction of x = 10 – 150, while the direction of y = 10 – 150. Column planning uses quality fy = 420 and concrete quality fc' = 24.9 Mpa for a 40cm x 40cm column with the main reinforcement used, namely 8D – 16 and a 30cm x 30cm column with the main reinforcement used 6D – 16. While the beam design uses steel quality fy = 420 Mpa and muru concrete fc' = 24.9 MPa for beams measuring 50cm x 30cm with reinforcement used 6D – 16 16 for tensile reinforcement and 3D – 16 for compression reinforcement, steel quality fy = 420 and concrete quality fc' = 20.75 for beam size 45cm x 25cm with reinforcement used 4D – 13 for tensile reinforcement and 3D – 13 for compression reinforcement, while for beams using steel quality fy = 400 and quality beron fc' = 20.75 for size 30cm x 20cm with the main reinforcement used 3D – 12 for tensile reinforcement and 2D – 12 for compression reinforcement.reinforcement.
Co-Authors Candra, Iseng Elfania Bastian Guciano, Ilham Hafnil, Jon Herista, Febrimen Ridho Alfariz, Muhammad