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ANANLISIS MANAJEMEN PELAKSANAAN PADA PROYEK PERBAIKAN RUMAH BAGI MASYARAKAT BERPENGHASILAN RENDAH (RMB) KOTA PAREPARE Naufal, Muhammad; Sulfanita, Andi; ', Hamsyah
JURNAL SIPIL SAINS Vol 15, No 2 (2025)
Publisher : Program Stud Teknik Sipil Fakultas Teknik Universitas Khairun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33387/sipilsains.v15i2.8681

Abstract

Pelaksanaaan pada proyek perbaikan rumah bagi Masyarakat berpenghasilan rendah (RMB) mengalami analisis manajemen pelaksanaan. Tujuan penelitian ini adalah mengidentifikasi faktor-faktor yang menyebabkan keterlambatan proyekpada pelaksanaan proyek Perbaikan Rumah bagi Masyarakat Berpenghasilan Rendah (MBR). Jenis penelitian yang digunakan adalah penelitian kuantitatif, dengan metode survey di lapangan untuk memastikan dan menggambarkan kejadian faktual berupa pelaksanaan proyek perbaikan rumah untuk masyarakat berpenghasilan rendah (RMB) yang berlokasi di Kota Parepare Propinsi Sulawesi Selatan.  Data dianalisis dengan menggunakan metode SPSS. Dari hasil penelitian diperoleh: variabel Kurangnya disiplin pekerja (X1.3) merupakan variabel dengan nilai standar deviasi terbesar untuk x. Kurangnya disiplin pekerja (X1.3) menjadi penyebab utama tertundanya proyek tersebut, sehingga Proyek perbaikan rumah bagi masyarakat berpenghasilan rendah mengalami penundaan. Nilai faktor diturunkan tergantung pada variabel tempat terjadinya penundaan, khususnya: Variabel komunikasi yang kurang baik antar bagian bagian organisasi disetiap kontraktor (Y1.16), Keterlambatan pembayaran dari kontraktor ke subkontraktor (Y1.6), Pengaruh cuaca hujan, dll (Y1.8).
ANALISIS RENCANA ANGGARAN BIAYA PADA PROYEK PENINGKATAN SALURAN SEKUNDER IRIGASI ALEBBONG KABUPATEN SIDENRENG RAPPANG Muh Yusuf Mubarak; Sulfanita, Andi; Didi, Andi Bustan; Muhammadiah, Muh Jabir
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5558

Abstract

This study discusses the importance of managing the cost budget in construction projects that must be planned efficiently and effectively, so that project implementation can meet the main requirements, namely cost, time, and quality. The Alebbong Irrigation Area has an area of 20 Ha, but often experiences damage such as landslides so that channel repair and rehabilitation are required. This research method uses a RAB calculation analysis that refers to the need for secondary channel work and complementary buildings at the project site. The data used includes labor requirements, wages, and material costs calculated based on applicable standards. The results of the study show that the total RAB for the work is Rp 457,757,860.26 consisting of channel work and Tapping I and II work with a total volume of 2,675.503 m^3 which is rehabilitated. From this study, the cost budget plan is quite significant between the results of the RAB calculation analysis of previous studies. Therefore, it is recommended that before conducting the RAB analysis, complete data and more detailed planning drawings are needed so that the cost estimation results are more accurate.
ANALISIS RENCANA ANGGARAN BIAYA PADA PROYEK PENINGKATAN SALURAN SEKUNDER IRIGASI ALEBBONG KABUPATEN SIDENRENG RAPPANG Muh Yusuf Mubarak; Sulfanita, Andi; Didi, Andi Bustan; Muhammadiah, Muh Jabir
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v31i1.5558

Abstract

This study discusses the importance of managing the cost budget in construction projects that must be planned efficiently and effectively, so that project implementation can meet the main requirements, namely cost, time, and quality. The Alebbong Irrigation Area has an area of 20 Ha, but often experiences damage such as landslides so that channel repair and rehabilitation are required. This research method uses a RAB calculation analysis that refers to the need for secondary channel work and complementary buildings at the project site. The data used includes labor requirements, wages, and material costs calculated based on applicable standards. The results of the study show that the total RAB for the work is Rp 457,757,860.26 consisting of channel work and Tapping I and II work with a total volume of 2,675.503 m^3 which is rehabilitated. From this study, the cost budget plan is quite significant between the results of the RAB calculation analysis of previous studies. Therefore, it is recommended that before conducting the RAB analysis, complete data and more detailed planning drawings are needed so that the cost estimation results are more accurate.
Utilisation Of Clamshells As Aggregate Substitute In Paving Blocks Maulana, Arman; Sulfanita, Andi; Widarto, Hendro; Adnan, Adnan
Journal of Renewable Engineering Vol. 1 No. 4 (2024): JORE - August
Publisher : Pt. Anagata Sembagi Education

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62872/e6c1d864

Abstract

Paving blocks are becoming more popular among consumers because they are environmentally friendly, can save groundwater, are easy to install and maintain, and have many shapes that add aesthetic value. This study aims to determine the difference of shells on the water absorption capacity of paving blocks and the strength of paving blocks. Experiments were conducted at the structure and materials laboratory of Muhammadiyah University of Parepare from August to October 2023 for this research method. The results showed that the water absorption of paving blocks was influenced by the addition of seashells. The water absorption values of the 0%, 5%, 10%, and 25% variations were 1.4 percent, 2 percent, 3.4 percent, and 3.7 percent for the 7-day treatment period; 0.6 percent, 1.7 percent, 2.4 percent, and 3.3 percent for the 14-day treatment period; and 1.3%, 2.8 percent, 3.0 percent, and 4.6 percent for the 28- day treatment period. According to the above results, the more clamshells added, the greater the water absorption. The compressive strength shows that the addition of clamshells affects the compressive strength of block paving. The compressive strength values were 23.841 Mpa, 9.365 Mpa, 21.587 Mpa, and 11.429 Mpa at the 28-day curing age, respectively. The more clamshells added, the lower the compressive strength.