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All Journal Jurnal Perikanan dan Kelautan Jurnal Ilmu Perairan (Aquatic Science) Rekayasa Sipil Indonesian Journal of Pharmaceutical Science and Technology Teras Jurnal PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat Jurnal Mandala Pharmacon Indonesia Jurnal Kesehatan Indonesia JURNAL ILMIAH OBSGIN : Jurnal Ilmiah Ilmu Kebidanan & Kandungan Asian Journal of Aquatic Sciences Unri Conference Series: Community Engagement Jurnal Promotif Preventif Journal of Coastal and Ocean Sciences Journal of Rural and Urban Community Empowerment Journal Of World Science Jurnal Keselamatan Kesehatan Kerja dan Lingkungan Aceh International Journal of Science and Technology Jurnal Abdi dan Dedikasi kepada Masyarakat Indonesia Indonesian Journal of Community Empowerment Jurnal Teknik Sipil Journal of The Civil Engineering Student PESARE: Science and Engineering Service Journal Jurnal Sains, Teknologi dan Kesehatan AZKIYA Jurnal Perikanan dan Kelautan JP2N: Jurnal Pengembangan Dan Pengabdian Nusantara Jurnal Natur Indonesia Jurnal Al-Husna
Mubarak Mubarak
Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala
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APLIKASI TEKNIK LOT SIZING PADA PROYEK GEDUNG LABORATORIUM KEBENCANAAN UNIVERSITAS SYIAH KUALA Erwin Lingga; Mubarak Mubarak; Cut Zukhrina Oktaviani
TERAS JURNAL Vol 11, No 2 (2021): Volume 11 Nomor 2, September 2021
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v11i2.563

Abstract

Abstrak Salah satu faktor mempengaruhi kelancaran dalam pelaksanaan suatu proyek konstruksi adalah pengadaan material ke lokasi. Keterlambatan datangnya material konstruksi yang menyebabkan stockout persediaan material saat akan digunakan membuat pekerjaan menjadi tertunda. Hal ini secara tidak langsung dapat mempengaruhi total waktu pelaksanaan serta biaya proyek. Penentuan tingkat persediaan yang tepat dapat diaplikasikan dengan mengunakan metode Material Requirement Planning (MRP). Tujuan dari penelitian adalah untuk mengetahui ukuran pemesanan dan biaya pengadaan material yang paling efisien dari dua teknik lotsizing yaitu teknik Period Order Quantity (POQ) dan teknik Economic Order Quantity (EOQ) pada Gedung Laboratorium Kebencanaan Universitas Syiah Kuala (USK) di Kota Banda Aceh. Proses yang terdapat dalam MRP meliputi netting, lotting, offsetting, dan explosion. Metode MRP diterapkan pada proyek Gedung Laboratorium Kebencanaan USK, dengan menghitung jumlah kebutuhan material berdasarkan data Rencana Anggaran Biaya (RAB), Analisis Harga Satuan (AHS), dan jadwal pelaksanaan terhadap 28 (dua puluh delapan) material di lokasi proyek. Berdasarkan dari teknik yang dianalisa, teknik lotsizing yang menghasilkan biaya total paling ekonomis untuk semua material adalah teknik Periodic Order Quantity (POQ) dengan biaya sebesar Rp. 9.850.848.30, Sedangkan yang mempunyai biaya pengadaan material sangat tinggi ditunjukkan oleh teknik EOQ, Rp. 9.852.102.40, artinya biaya yang dikeluarkan lebih kecil yaitu Rp. 1.234.00 (97%). Kata Kunci: Gedung Universitas Syiah Kuala, Material Requirement Planning, Lotsizing, Period Order Quantity, Economic Order Quantity  Abstract One of the factors influencing the continuity running of a construction project is material procurement to the site. The delay in the arrival of construction materials which causes a stockout of material supplies when they will be used makes the work delayed. This can indirectly affect the total implementation time and project costs. by using the Material Requirement Planning method. The purpose of this study was to determine the order size and the most efficient material procurement costs from the two lotsizing inventory control techniques, namely the Period Order Quantity (POQ) and the Economic Order Quantity (EOQ) at Disaster Laboratory Building University of Syiah Kuala in Banda Aceh city. The processes contained in MRP is netting, lotting, offsetting, and explosion. The MRP method is applied to the Disaster Laboratory Building University of Syiah Kuala project, by calculating the amount of material needed based on the Budget Plan data, Unit Price Analysis, and the project schedule which includes its 28 materials. Based on the analyzed technique, the lotsizing technique that produces the most economical total cost for all materials is the Periodic Order Quantity (POQ) technique with a cost of Rp. 9,850,848.30, while those who have very high material procurement costs are indicated by the EOQ technique, Rp. 9,852.102.40, meaning that the costs incurred are smaller, namely Rp. 1.234.00 (97%). Keywords: Building University of Syiah Kuala, Material Requirement Planning, Lotsizing, Period Order Quantity, Economic Order Quantity
ANALISIS PERUBAHAN KUANTITAS MATERIAL KOLOM BETON BERTULANG PADA MODEL STRUKTUR BANGUNAN GEDUNG SEDERHANA Mubarak Mubarak; Abdullah Abdullah; Medyan Riza; Yulia Hayati
Rekayasa Sipil Vol 13, No 1 (2019)
Publisher : Department of Civil Engineering, Faculty of Engineering, University of Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2019.013.01.1

Abstract

The loading aspect of a building is one of the factors that varies the dimensions of building components. Differences in building site areas are also contributed to the load received by buildings, especially in terms of earthquake loads. For the Province of Aceh with relatively high levels of earthquake vulnerability, the problems of structure dimensions change that caused by earthquake need to be specified. Changes to dimensions will affect the quantity of works, and furthermore against the building price standard. This research conducted to analyze the change of material quantity caused by earthquake load changes based on indication of acceleration of spectral response. This study was conducted by developing a model of simple building structure design and load change analyzed in 8 earthquake zones. The analysis focused specifically on the structural components of reinforced concrete columns. The information obtained from the analysis explains the effect of earthquake load changes from each of the observed zones on the use of reinforcing steel materials. The same condition is also seen in the ratio of reinforcement usage per cubic meter of concrete. The changes begin to be seen when the building model is positioned on zone 14 with an acceleration of 1.19g spectrum response.
Analysis of Return on Investment Associated with Changes in Operational Time in the Construction of the Sigli-Banda Aceh Toll Road I Made Bayu Anggara; Yusria Darma; Mubarak Mubarak
Journal of World Science Vol. 2 No. 2 (2023): Journal of World Science
Publisher : Riviera Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58344/jws.v2i2.222

Abstract

The problem with this research is that the government was late in land acquisition, so that PT. Hutama Karya (Persero) as the concession holder in the implementation of toll road construction is constrained in a number of locations. This study aims to determine the impact of delays in land acquisition and implementation of the construction of the Sigli-Banda Aceh Toll Road on net profit and return on investment at the end of the concession period. This study uses a quantitative method approach. Data analysis techniques use Present Net Value (NPV), Internal Rate of Return (IRR), and sensitivity analysis. The results of the study show that delays of 1, 2, and 3 years have an impact on concessionaires going through cash flow deficit periods of 17, 19, and 20 years and surplus cash flow periods of 23, 21, and 20 years. year, where investment returns occur in the 32nd (2050), 34th (2052) and 36th (2054) years, so that at the end of the concession period, the net profit that can be achieved by the concession holder is with an NPV value of Rp. 9,162,336,077,086, Rp. 6,858,784,951,438 and Rp. 4,680,164,756,915. If there are no delays, then the concessionaire only needs to go through a cash flow deficit period of 16 years and a cash flow surplus period of 24 years, where the return on investment capital occurs in year 30 (2048), so that the net profit that can be obtained by the concessionaire is with an NPV value of Rp. 11,647,590,651,181.
The Significance Risk for Factors of Labour, Material, and Equipment on Construction Project Quality Saiful Husin; Mubarak Mubarak; Fachrurrazi Fachrurrazi
Aceh International Journal of Science and Technology Vol 8, No 2 (2019): August 2019
Publisher : Graduate Program of Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (429.322 KB) | DOI: 10.13170/aijst.8.2.13281

Abstract

The construction involves a series of activities that possibly face problems or risks. The risk probability is an uncertain condition that results in a negative impact on the project objectives. Threats can come from the resources factor in a construction project, such as labour, materials, and equipment. The handling of risks in construction work needs to be further reviewed. It is to find risk factors and risk variables contributing to high risk to achieve the quality objectives of construction implementation. The purpose of this study was to analyze the most significant risk towards the quality of construction associated with the condition of the Province of Aceh during 2000-2015. The situation is classified in three periods, namely political conflict (2000-2004 as Period I), rehabilitation and reconstruction (2005-2009 as Period II), and post-rehabilitation and reconstruction (2010-2015 as Period III). Dataset is collected using questionnaires to 15 large qualified contractor companies to capture construction quality information. The risk significance identified based on Risk Importance Index (RII) for frequency and severity of factors and variables. There are 7 variables for labour resources, 10 variables for material resources, and 17 variables for equipment resources. The quality of construction mostly affected by the labour resources factors in Period I and Period III. The risk comes from the variable discipline of workers who are not good (A3). For Period II, the lack of labour capacity (A2) variable become as the most significant risk.
The Unit Price Implication of Reinforcement Usage in Tie Beam Reinforced Concrete Construction Mubarak Mubarak; Tripoli Tripoli; Nurisra Nurisra
Aceh International Journal of Science and Technology Vol 7, No 1 (2018): April 2018
Publisher : Graduate Program of Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (633.258 KB) | DOI: 10.13170/aijst.7.1.7458

Abstract

The construction cost as one of the most important project resources should be planned and use efficiently. Cost estimation can be analysed using standard of unit price analysis according to Indonesian National Standard (SNI 7394:2008). Related to unit price analysis for tie beam reinforced concrete, the standard mentioned a specific analysis that combine all materials requirement include reinforcement (unit price analysis No. 6.29). In such analysis, reinforcement requirement is stated as much as 200 kg/m3 of concrete. Considering the diversity of dimension design of building structure caused by geographical location and building function, a further study required to response these problems. This research is aimed to provide information to what extent the unit price analysis related to tie beam reinforced concrete can be enforced in cost estimating. Research process initiated with secondary data collection to building construction located in zone 10 and 15 based on earthquake zone map (SNI 1726:2012) in Province of Aceh. The results of analysis informed that the ratio of reinforcement requirement of tie beam in zone 10 is 198.03 kg/m3 to 217.26 kg/m3 of concrete with average ratio 209.83 kg/m3. For zone 15, reinforcement requirement ratio is 203.76 kg/m3 to 233.83 kg/m3 of concrete with average ratio 215.17 kg/m3. The Potential inaccurate of cost estimation appears in the two review zones. Such inaccuracies may have an impact on the insufficient costs for the work. Thus, the use of the standard unit price analysis needs further assessment for proper application.
KAJIAN PENYEBAB DAN DAMPAK COST OVERRUN PADA PROYEK JALAN DAN JEMBATAN DI PROVINSI ACEH Mubarak Mubarak; Muhammad Isya; Pinta Sari
JURNAL TEKNIK SIPIL Vol 2, No 2 (2013): Volume 2, Nomor 2, januari 2013
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Abstract:Implementation of a construction project faced on many constraints, either within measurement of planning or without measurement of planning.  The constraints have caused holding off for construction project. One of major implication is additional cost needed to complete the project (cost overrun). Based on the problem, the research is aimed to identify the factor that could cause cost overrun, include its implication on highway and bridge construction project in Province of Aceh. The research uses a set of quetionnaire that range non-small qualification of 35 general contractors and 35 consultants. Analysis is accompanied by using some statistic tools; consist of frequency analysis, Relative Important Index (RII) Analyses and Spearman Rank Correlation Analysis. Based on analyses, the research found that the main cause factor of cost overrun are lack of financial controlling, change of design, shortage of material, and change of  material price. lack of  cost  planning and monitoring, lack of equipment, unclear specification, weather condition, insufficient price estimation and high wage labor. Furthermore, the main implication correlated to cost overrun in general are  additional cost , following by contract addendum , and delay to some construction activities.Keywords : cost overrun, project,highway and brideAbstrak: Pelaksanaan pekerjaan proyek konstruksi banyak menemui kendala, baik kendala yang sudah diperhitungkan, maupun yang di luar perhitungan perencana. Kendala itu menjadi penyebab terhambatnya pekerjaan proyek. Salah satu dampak yang timbul adalah tambahan biayapekerjaan proyek (cost overrun).Untuk melihat lebih jauh permasalahan tersebut, penelitian ini ditujukan untuk mengidentifikasi faktor-faktor apa saja yang menjadi penyebab utama dari cost overrunbeserta dampak yang sering ditimbulkannya. Objek konstruksi yang menjadi perhatian adalah proyek konstruksi jalan dan jembatan di Provinsi Aceh. Penelitian ini menggunakan data primer  yang diperoleh dengan cara menyebarkan kuesioner kepada 35 kontraktor dan 35 konsultan berkualifikasi non kecil yang pernah mengalami permasalahan cost overrun dan time overrun untuk jenis pekerjaan yang ditinjau.  Kajian dilakukan menggunakan pendekatan statistik seperti analisis frekuensi, analisis Relative Importance Index (RII) dan analisis korelasi Spearman Rank.Hasil analisis menunjukkan bahwa penyebab utama cost overrundidominasi oleh faktor tidak adanya kontrol keuangan, perubahan desain, kekurangan bahan, dan kenaikan harga material. Lebih jauh, hasil kajian mengidentifikasi sejumlah dampak umum terjadi dalam bentuk bertambahnya biaya pelaksanaan, diikuti dengan addendum kontrak dan penundaan sejumlah pekerjaan (delay).Kata kunci : cost overrun, proyek, jalan dan jembatan
FAKTOR-FAKTOR PENENTU PEMENANG PELELANGAN JASA PELAKSANA KONSTRUKSI Tripoli Tripoli; Mubarak Mubarak; Yunia Shofiasti
JURNAL TEKNIK SIPIL Vol 2, No 3 (2013)
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Abstract : Completion of a construction project generally delivered through two main stages namely pre-construction and construction process. At the pre-construction, one of the activities carried out is- tender of work. Tender is considered as one of importantactivity, because the most responsive contrac- tor is determined at this stage. To be elected as the winner of tender, there are a number of factors that influence. Therefor, this study is aimed to examine the factors that affect the determination of the winning of construction tender. The study focuses on the construction project that was terdered using post qualification method in the Department of Highways and Human Settlements (BMCK) Province of Aceh. Data obtained from the 50 quitionaire delivered to the tender committees and contractors involved in the tenderprocess from year 2006 to 2010. Reference used is the Presidential Decree Num- ber 80 of year 2003 . The results showed that the most influencing factors to determine the winner of the tender related to aspects of the technical requirements and qualifications of contractor. In detail, the four dominant factors respectively are the implementation schedule, technical specifications, personnel qualification, and equipment.Keywords : Determinant factors, the winner, tender, contractorAbstrak: Penyelesaian sebuah proyek konstruksi secara umum melalui dua tahapan utama yakni proses pra konstruksi dan konstruksi. Pada tahap pra konstruksi, salah satu kegiatan yang dilakukan adalah pelelangan pekerjaan. Pelelangan menjadi salah satu tahapan penting mengingat pada kegiatan ini ditentukan pelaksana kegiatan yang terbaik. Untuk dapat terpilih menjadi pemenang pelelangan, ada sejumlah faktor yang memberi pengaruh.Penelitian ini ditujukan untuk mengkaji faktor-faktor yang mempengaruhi penentuan pemenang lelang jasa pelaksana proyek konstruksi.Kajian dilakukan pada pelelangan umum pekerjaan konstruksi menngunakan metode pasca kualifikasidi Dinas Bina Marga dan Cipta Karya (BMCK) Provinsi Aceh. Data diperoleh dari menyebarkan 50kuesioner kepada panitia lelang dan kontraktor yang terlibat pada pelelangan dari tahun 2006 sampai dengan tahun 2010.Acuan yang digunakan adalah Keputusan Presiden Republik IndonesiaNomor 80 Tahun 2003. Hasil penelitian menunjukkan bahwa persyaratan teknis dan kualifikasi menjadi 2 hal yang dikategorikan Sangat Menentukan (SM) untuk menentukan pemenang lelang. Secara rinci, 4 faktor dominan yang menen- tukan dari kedua persyaratan tersebut secara berturut-turut adalah faktor jadwal pelaksanaan, spesifikasi teknis, personil, dan peralatan.Kata kunci :Faktor penentu, pemenang, lelang, pelaksana konstruksi
APLIKASI SOFTWARE WINEST TERHADAP PERHITUNGAN RENCANA ANGGARAN BIAYA (STUDI KASUS PEMBUATAN JARINGAN IRIGASI MEUDANG ARA KECAMATAN SYAMTALIRA BAYU KABUPATEN ACEH UTARA) Fachrurrazi Fachrurrazi; Mubarak Mubarak; Said Fachreza
JURNAL TEKNIK SIPIL Vol 4, No 3 (2015): Volume 4, Nomor 3, Mei 2015
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

STUDI NILAI PRODUKTIVITAS PEKERJAAN PONDASI BORED PILE Mubarak Mubarak; Alfa Taras Bulba; Mega Yunita
JURNAL TEKNIK SIPIL Vol 3, No 2 (2014): Volume 3, Nomor 2, Januari 2014
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

The success of a construction project is determined by a number of factors. One of the factors that play a direct role is a job  productivity. Productivity can be expressed as the ability to complete a job within a certain time. The productivity is directly determined by the amount of the volume of work, the amount of labor/equipment, and implementation time. The larger the value of productivity, the greater the chance of a job can be completed by the target date. Therefor, this study aimed to assess the value of productivity on the bored pile foundation work. The study was conducted at the Project Tanjung Priok Access Road Construction Project (Phase I) Package 2, Section E-2, Cilincing - Jampea, North Jakarta. The study was  initiated with field observations, by observing the completion of all stages of the process, andshall record the amount of labor / equipment and the turnaround time at each stage of thework. The volume of work is analyzed based on the design drawings. Productivity values for each phase of implementation of the work are: 1) the work of pre boring 46.71 m³/hr; 2) installation of casing 115.69 m/hr; 3) drilling by bucket 9.74 m³/hr; 4) ry by the bucket 81.70 m³/hr; 5) Cleaning by airlift 10.81 m³/hr; 6) test Koden 313.05 m/hr; 7) nstallation of rebar30.37 m/hr; 8) tremie pipe fitting 88.11 m/hr; and 9) casting concrete 89.56 m³/hr. Overall, the value of bored pile foundation work productivity is 3.14 m³/hr.
ESTIMASI KETERSEDIAAN HARI KERJA UNTUK PENJADWALAN PROYEK KONSTRUKSI Nurisra Nurisra; Nurul Malahayati; Mahmuddin Mahmuddin; Mubarak Mubarak
JURNAL TEKNIK SIPIL Vol 3, No 2 (2014): Volume 3, Nomor 2, Januari 2014
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Scheduling is one of the first steps undertaken by project owners and contractors before executing the project. In this planning, one of the factors that greatly affect the project schedule is weather, especially rainfall. High rainfall could potentially lead to disaster and construction projects carried out in an open environment is very sensitive to the influence of the weather. This study aimed to predict/forecast the pattern of rainy days that will generate working days calendar. The methodology of the study was conducted by collecting historical data of rainfall and the time schedule of the project. Forecasting of rainydays pattern was done with Markov chain theory and Monte Carlo simulation. Forecasting results show that the pattern of rainy days in February and December are the month with the lowest availability of working days. While March and Mayare the month that has the highest availability of working days. The level of availability of working days in a year is 88.8%, thus the forecasting results can be used for project scheduling. The forecasting programs will be integrated within the development of framework in forecasting rainy days of construction project scheduling models that effected by raining.
Co-Authors . Azmeri, . A.A. Ketut Agung Cahyawan W AA Sudharmawan, AA Abdullah Abdullah Afrianti, Novia Muja Afrizal Tanjung Agus Mandar, Agus Agus, Suci Tiara Agusti, Dinda Roanna Ahmad Rifai Ahmad, Alianisa Alchamdani Alfa Taras Bulba Alfajri, Alfajri Alfiansyah Yulianur BC Alhuda, Nafisah Alwi, Ahmad Aminuyati Andrikasmi, Sukamarriko Andrina, Hanifaturrahmi Anni Zahara Putri Apriliani, Mumut Apriyanto, Apriyanto Aras Mulyadi Arfan Arfan Arifudin arifudin Arimaswti Arimaswati Aris, Pajri Armanda, Armanda Arniati, Dina Arta, Fandi Handika Aulia Kesuma, Putra Badia, Esti Bambang Bambang Basiluddin, Fadhlan Bintal Amin Butarbutar, Yesenia Nancy Olivia Chasanah, Iimmatul Claudya, Sonia Glory Cut Zukhrina Oktaviani Darwis, Darnita Dessy Yoswaty Djaimi Bakce Efriyeldi, Efriyeldi Eldina Fatimah Elizal, Elizal Ella Meilianda Elsa Eka Putri Emilda Firdaus Emmi Bujawati Erwin Lingga Fachrurrazi Fachrurrazi Fachrurrazi Fachrurrazi Fachrurrazi Fachrurrazi Fadhila, Mahdia Fadhliyah Malik Fahira, Adhita Fiky Fathurrahman, Febri Firdayana, Sunita Fitiansyah, Aidil Gisya, Gina Gunawan Mahara Habibullah, Ridwan Hade Mulyadi Hafizhah, Hafizhah Haiqal, Muhammad Rafi Hajri, Waode Syahrani Halid, Nur Hatidjah Awaliyah Halid, Zulkifli Halik, Halik Hanies Ambarsari Harianja, Ronitua Saut Marito Hawari, Naufal Humairah, Aqiilah Tun Humayra, Siti I Made Bayu Anggara Ibdayanti, Dinda Rizka Ilham Ilahi Ilyas Y, Muhammad Ilyas Y., Muhammad - imadduddin, Imadduddin Indalifiany, Astrid Irma Irma Irmawati Irmawati Irvina Nurachmi Irwan Irwan Jabbar, Asriullah Jahwara, Ibnu Habib Juwita, Diana Kasmira, Febriyanti Khairunnisa, Nisrina Lasaima, Hasyiatul Rahmi Livi, Aldisa Sipti Lubis, Abdillah M. Farid Akbar Elzam Maatitawaer, Natasya Debora C Mahara, Gunawan Mahmuddin Mahmuddin Mahmuddin Mahmuddin Mahmuddin, Mahmuddin - Manik, Pilipus Fiter Mariatul Kiftiah Maulana, Fariz Maulanda, Irfan Maulina, Febriyanti Medyan Riza Mega Yunita Mei Fita Asri Untari Melas, Febi Betania Merian, Rena Dian Misnah, Siti Muhammad Andika Prakarsa Muhammad Isya Muhammad JAMIL Muhammad Zainal Abidin musfichin, musfichin Muslifah, Wa Ode Musrifin Galib Musrifin Ghalib Mustaqim Mustaqim, Mustaqim Nabilla, Lulu Nabilla, Lulu Mayna Nadeak, Paulinus Nainggolan, Robby Nasrudin Neni Hermita Ningsi, Nadila Puspita Nirwati, Andi Noprianda, Renza Novia Dewi Novriadi, Yoga Nurhadi Hodijah Nurhikma, Nurhikma Nurman Said Nursyirwani, Nursyirwani Nurul Malahayati Nurul Malahayati Pahmiah, Pahmiah Pasaribu, Parlin S Pascayantri, Asniar Pinta Sari Pradana, Hangga Prakarsa, Muhammad Andika Prayitno, Betari Erlinda Puspita, Devi Putra, Agus Kuniawan Qur’ani, Qur’ani R, Nurcahyani Pratiwi Radiyah, Isna Rahmadani Rahmadani Rahman Rahman RAHMAT MULIADI, RAHMAT Rahmat, Aan Nur Rahmawati, Riski Ramadhan Tosepu Ramadhan, Alif Ridho Ramadhan, Fauzi Rambe, Pahala Roy Ranti, Putri Rasak, Adriatman Rasyid , Wa Ode Riaataun Hajrah Reja Pahlevie, Ricky Ridwan Manda Putra Rifaldi Rifaldi, Rifaldi Rifardi Rifa’atul Mahmudah Rizky Triananda Rosmeydar, Rosmeydar Rusli, Nirwati Sadarang, Rimawati Aulia Insani Said Fachreza Saidy, Emily Nur Saiful Husin Saiful Husin Sakti Hutabarat Salem, Sri Rahayu Saltar, Laode Sari Mastura, Cut Annisa Widya Satyawira, Immanuel Grahan Deyon Setiawan, Laode Wawan Seven, Diko Alafchan Shabrina Hilal, Iin Shanty Komalasari, Shanty Shorea Khaswarina Sinaga, Ogesnain Sinaga, Rugun Sipahutar, Alan Nuari Sitorus, Gideon Dody Tama Situmorang, Ally Wibowo Sofia Anita Sofyan H. Siregar Sofyan Husein Siregar Solo, Dian Munasari Sriwanita, Capra Suhadi Suhadi Sulsiah, Sulsiah Susanty, Sry Sutikno, Sigit Syafruddin Nasution Syahrir, Sukfitrianty Syaiful Hadi Syarif Hidayatullah Syarif, Wilman Syarifuddin Syarifuddin Tanjung, Doli Juni Setia Tengku Nurhidayah Thamrin Thamrin Tri Yolanda Ariska Tripoli Tripoli Ulva, Sitti Marya Vikri, Ahmad Vivi Oktaviani wahyuni wahyuni Wardi, Roni Wati, Reza Ambar Widuri, Falsabila Y, Muhammad Ilyas Yasmin, Siti Zalika Yuldiati, Memi Yulia Hairina Yulia Hayati Yunia Shofiasti Yusmini, Yusmini Yusni Ikhwan Siregar Yusria Darma Zahra, Nurul Ziana, Ziana Zulfahnur, Zulfahnur Zulhamid Ridho Zulkifli Zulkifli Zulkifli, Munirah