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All Journal Jurnal Teknik Sipil dan Perencanaan Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Syntax Literate: Jurnal Ilmiah Indonesia Journal of Green Science and Technology Jurnal Sosial dan Teknologi Journal Of World Science Jurnal Locus Penelitian dan Pengabdian INJURITY: Journal of Interdisciplinary Studies Indonesian Journal of Advanced Research (IJAR) Jurnal Teknik Indonesia Jurnal Civil Engineering Study Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan International Journal of Mechanical, Electrical and Civil Engineering Journal of Green Science and Technology
Ohan Farhan
Fakultas Teknik Universitas Swadaya Gunung Jati Cirebon Jawa Barat, Indonesia
Aerospace Engineering Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Public Health Social Sciences Transportation Other

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ANALISIS MANAJEMEN KONSTRUKSI PEMBANGUNAN GEDUNG K.H. MUHAMMAD MACHDOR UNIVERSITAS MUHAMMADIYAH CIREBON Feby Novela; Ohan Farhan
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 6 No 7 (2017): JURNAL KONSTRUKSI (AGUSTUS 2017)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v6i7.3879

Abstract

ABSTRAKManajemen konstruksi merupakan suatu penerapan ilmu pengetahuan, keahlian dan jugaketerampilan untuk mencapai sasaran atau tujuan yang sudah ditentukan agar mendapatkan hasil yangoptimal dalam hal kinerja, waktu, mutu dan keselamatan kerja. pekerjaan sebuah proyek konstruksi selaludimulai dengan tiga hal yaitu penyusunan perencanaan, penyusunan jadwal dan pengendalian untukmendapatkan hasil yang sesuai dengan rencana.Penelitian ini ditujukan untuk menganalisa Manajemen Konstruksi Pembangunan Gedung K.H.Muhammad Machdor Universitas Muhammadiyah Cirebon dengan menggunakan metode Barchart, KurvaS, dan menganalisa Critical Path Method dimulai dengan menghitung Volume dan Rencana AnggaranBiaya.Hasil Penelitian menunjukkan bahwa Rencana Anggaran Biaya yang dibutuhkan untukPembangunan Gedung K.H. Muhammad Machdor Universitas Muhammadiyah Cirebon sebesar Rp.7,059,813,645.82. Dengan menganalisis Critical Path Method Penyelesaian Pekerjaan PembangunanGedung K.H. Muhammad Machdor membutuhkan waktu selama 144 Hari / 24 Minggu.Kata Kunci : Manajemen Konstruksi, Volume, Rencana Anggaran Biaya, Barchart, Kurva S, danCritical Path MethodABSTRACTManagement construction is a the application of science , expertise and also skill to reach the goalof or purpose that had been determined that have optimal results in terms of performance , time , qualityand occupational safety . A project construction work always begins with three things that is thepreparation ofplanning , the preparation of schedule and control to get the result that according to a plan.This study aims to analyze management building construction K.H . Muhammad machdormuhammadiyah university cirebon by using the method barchart , a s curve , and analyzes critical pathmethod started by counting volume and the budget for the plan .The result showed that the budget also need to the development k.h . Muhammad machdormuhammadiyah university Cirebon Rp .7,059,813,645.82 .By analyzing critical path method the completionof a job the development k.h . Muhammad machdor need for 144 day / 24 weeks .Keyword : Management construction, Volume, Cost Planning, Barchart, S Curve, and CriticalPath Method
ANALISIS HIDROLOGI SUNGAI PEMALI KABUPATEN BREBES Kelli Dwi Yusup; Ohan Farhan
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 7 No 3 (2018): JURNAL KONSTRUKSI (APRIL 2018)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v7i3.3894

Abstract

ABSTRAKSungai Pemali berada di daerah aliran sungai (DAS) Pemali seluas 1344,27 km2 dengan panjang sungan 125,5 km dan secara rinci curah hujan setengah bulanan berkisar antara 16 mm sampai dengan 447 mm, misim kemarau berlangsung antara bulan Mei sampai dengan Oktober dan musim penghujan antara bulan November sampai dengan bulan April.Tujuan penelitian ini adalah melakukan analisis perhitungan untuk mendapatkan besarnya potensi air dengan data sekunder yang tersedia. Secara kuantitas, permasalahan air bagi pertanian terutama di lahan kering adalah pasokan air tergantung dari sebaran curah hujan di sepanjang tahun, yang sebenarnya tidak merata sekalipun di musim hujan. Oleh karena itu, diperlukan teknologi tepat guna, murah dan dapat diaplikasikan untuk mengatur ketersediaan air agar dapat memenuhi kebutuhan air.Peranan saluran irigasi membantu dalam memenuhi kebutuhan air untuk tanaman padi maupun kebutuhan air untuk petak sawah salah satunya daerah irigasi Brebes dengan luas 23.568 Ha. Hal initerbukti dengan adanya sauran irigasi sehingga kebutuhan air untuk tanaman padi tercukupi dengan baik.Kata Kunci : Analisis, Hidrologi, Potensi Air ABSTRACTPemali River is located in Pemali river basin (DAS) area of 1344.27 km2 with a widening length of 125.5 km and in detail semi-monthly rainfall ranges from 16 mm to 447 mm, drying missiles run from May to October and season the rain between November and April.The purpose of this study is to perform calculation analysis to obtain the amount of potential water with secondary data available. In quantity, the water problem for agriculture, especially in dry land is the water supply depends on the distribution of rainfall throughout the year, which is not evenly distributed even in the rainy season. Therefore, appropriate, inexpensive and applicable technology is needed to regulate the availability of water in order to meet water needs.The role of irrigation channels helps in meeting the water needs for rice crops and water needs for rice fields, one of which is Brebes irrigation area with an area of 23,568 Ha. This is proven with the existence of irrigation sauran so that the water needs for rice crops is well suited.Keywords : Analysis, Hydrology, Water Potency
ANALISA MANAJEMEN KONSTRUKSI GEDUNG B FAKULTAS KEDOKTERAN (KAMPUS 4) UNSWAGATI CIREBON Derry Taddarus; Ohan Farhan
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 7 No 4 (2018): JURNAL KONSTRUKSI (APRIL 2018)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v7i4.3910

Abstract

ABSTRAKManajemen konstruksi merupakan suatu penerapan ilmu pengetahuan, keahlian dan jugaketerampilan untuk mencapai sasaran atau tujuan yang sudah ditentukan agar mendapatkan hasil yangoptimal dalam hal kinerja, waktu, mutu dan keselamatan kerja. Pekerjaan sebuah proyek konstruksi selaludimulai dengan tiga hal yaitu perencanaan, penjadwalan dan pengendalian untuk mendapatkan hasil yangsesuai dengan rencana.Metode yang digunakan dalam penelitian ini adalah menggunakan metode kualitatif yaitu denganmenekankan pada data sekunder. Analisa perhitungan Volume, Analisa Metode Pekerjaan, AnalisaBahan, Metode Barchart, S Curve dan Critical Path Method.Kesimpulan dari Analisis Manajemen Konstruksi Proyek Pembangunan Gedung kuliah fakultaskedokteran unswagati cirebon. Dari perhitungan bobot pekerjaan berdasarkan analisis Barchart, S Curvedan penjadwalan Critical Path Method membutuhkan waktu selama 41 minggu dan membutuhkan biayasebesar Rp. 10,218,171,656 (Sepuluh miliar dua ratus delapan belas juta seratus tujuh puluh satu ribuenam ratus lima puluh enam rupiah).Kata Kunci : Pembangunan kampus,, Manajemen Proyek, Barchart, S Curve, Critical Path MethodABSTRACTConstruction management is an implementation of science, expertise and skill to achieve the goalthat has been determined in order to get optimal results in performance, time, quality and safety work.Work of a project always starts with three things, they are planning, scheduling, and the countrolling toobtain the results in accordance with the plan.Research methodology of this research is qualitatif method which is emphasize to secondarydata. Analysis of Volume Calculation, Analysis of Job Method, Analysis of Material, Method of Barchart,S Curve and Critical Path Method.The conclusion of an Analysis of Construction Project Management Unswagati cirebon medicalcollage faculty Construction. From the calculation of jobload based analysis of Barchart, S Curve andscheduling Critical Path Method takes 41 weeks and costs money in the amount of Rp. 10,218,171,656(ten billion two hundred eighteen million one hundred seventy one thousend six hundred fifty six rupiah).Key Words : Mall Construction, Project Management, Barchart, S Curve, Critical Path Method.
ANALISIS KINERJA DAERAH IRIGASI BENDUNG CIKAMANGI 1899 Ha KABUPATEN MAJALENGKA Aldi Aldi; Saihul Anwar; Ohan Farhan
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 7 No 5 (2018): JURNAL KONSTRUKSI (SEPTEMBER 2018)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v7i5.3911

Abstract

> ABSTRAKBendung Cikamangi ini masuk wilayah kecamatan Rajagaluh Kabupaten Majalengka Jawa Barat,terletak sekitar kurang lebih 40 km dari arah Cirebon jawa barat dan 20 km dari Sumber Jawa Barat dan2 km dari Terminal Rajagaluh,dan Cikamangi termasuk dalam kawasan kec.Rajagaluh kab.Majalengkayang di kelilingi beberapa desa.Bendung Cikamangi memiliki saluran Induk Bendung Cikamangi atau yang di namakan D.ICikamangi. Pada awal pembuatannya air mampu mengairi ± 1899 ha. Bendung Cikamangi ini berdiriatau di bangun pada tahun 1970an. Daerah Irigasi Bendung Cikamangi melayani 5 (empat) kemantrenyaitu kemantren Rajagaluh, kemantren Lewimunding, kemantren Palasah, dan kemantren Sumber jayadan Ligung.Analisis ini bertujuan untuk dijadikan sebagai acuan evaluasi dari kinerja daerah irigasi padaBendung Cikamangi dengan cara menganalisis kondisi fisik baik bangunan maupun saluran pada daerahIrigasi Bendung Cikamangi, menganalisis tenaga pengelola sumber daya manusia pada daerah IrigasiBendung Cikamangi, menganalisis Hidrologi curuh hujan pada daerah Irigasi Bendung Cikamangi,menganalisis debit dari Bendung Cikamangi ,menganalisis pola tanam pada daerah Irigasi BendungCikamangi dan analisis rencana tanam dan realisasi tanam pada daerah Irigasi Bendung Cikamangi.Berdasarkan Kondisi dan fungsi bangunan pada Daerah Irigasi Cikamangi Bendung Cikamangiberada dalam klasifikasi baik,dengan rata-rata persentase baik mencapai 68,42% Sedangkan klasifikasirusak ringan dengan rata-rata 19,05%, Kondisi rusak sedang 7,19%, dan kondisi rusak beratnya 5,34%.Kondisi Tenaga pengelola pada Daerah Irigasi Bendung Cikamangi hanya tersedia 145 orang, sehinggapelayanan terhadap kondisi saluran terpenuhi dan berdampak pada kondisi jaringan yang terawat.. Darihasil analisis terhadap perbandingan debit kebutuhan dengan debit yang tersedia pada Daerah IrigasiCikamangi Bendung Cikamangi terpenuhi,akan tetapi banyak debit yang tidak terpakai hal ini perluadanya modifikasi pola tanam agar memaksimalkan potensi debit yang tersedia yaitu dengan padi1899ha, padi 1899ha, dan palawija 1899ha.realisasi Tanam pada Daerah Irigasi Cikamangi BendungCikamangi kurang dari rencana tata tanam.Kata Kunci: Analisis Kinerja, Daerah Irigasi
ANALISIS KINERJA DAERAH IRIGASI BENDUNG KEDUNGDOWO KRAMAT Ainun Yusri; Saihul Anwar; Ohan Farhan
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 9 No 2 (2020): JURNAL KONSTRUKSI (APRIL 2020)
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v9i2.3926

Abstract

ABSTRAKBendung Kedungdowo Kramat memiliki saluran Induk Bendung Kedungdowo Kramat atau yangdi namakan D.I Kedungdowo Kramat. Daerah Irigasi Bendung Kedungdowo Kramat melayani 2 (dua)kemantren yaitu: kemantren Kedungdowo Kramat Kec. Batang, kemantren Kedungdowo Kramat Kec.Kandeman.Analisis ini bertujuan untuk dijadikan sebagai acuan evaluasi dari kinerja daerah irigasi padaBendung Kedungdowo Kramat dengan cara menganalisis kondisi fisik baik bangunan maupun saluran,menganalisis tenaga pengelola sumber daya manusia, menganalisis Hidrologi curah hujan, menganalisisdebit, menganalisis pola tanam dan analisis rencana tanam dan realisasi tanam pada daerah IrigasiBendung Kedungdowo Kramat.Dari hasil analisis terhadap perbandingan debit kebutuhan dengan debit yang tersedia padaDaerah Irigasi Kedungdowo Kramat Bendung Kedungdowo Kramat terpenuhi, akan tetapi banyak debityang tidak terpakai hal ini perlu adanya modifikasi pola tanam agar memaksimalkan potensi debit yangtersedia yaitu dengan padi 1153ha, padi 1153ha, dan palawija 1153ha.Kata Kunci: Analisis Kinerja, Daerah IrigasiABSTRACTKedungdowo Kramat Dam has a Kedungdowo Kramat Dam main channel or what is called D.IKedungdowo Kramat. The Kedungdowo Kramat Dam Irrigation Area serves 2 (two) kemantren, namely:Kedungdowo Kramat subdistrict, Kec. Batang, Kemantren Kedungdowo Kramat Kec. Kandeman.The aim of this analysis is to be made as a model for evaluation of the performance of irrigationareas in both the building and the conduit, analyzing the management of human resources, analyzingprecipitation hydrology, analyzing discharge, analyzing the planting and plant analysis and realization inthe Kedungdowo Kramat irrigation areas.From the results of the analysis of the comparison of the discharge needs with the availabledischarge in the Kedungdowo Kramat Irrigation Area, Kedungdowo Kramat Dam is fulfilled, but manyunused discharges require modification of cropping patterns in order to maximize the potential foravailable discharges, namely 1153ha rice, 1153ha rice, and palawija 1153ha.Keywords: Performance Analysis , Irrigation Area
Analysis of Precast Concrete Construction Cost Comparison with Conventional Concrete in Building (Case Study of A1 & A2 Building) Sartikaasih Bhayangkara Hospital Bandung) Wahidan, Fikri; Rahayu, Pony; Ramadhan, Erik Rizky; Farhan, Ohan
Indonesian Journal of Advanced Research Vol. 4 No. 7 (2025): July 2025
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/ijar.v4i7.14976

Abstract

This study discusses the comparison of cost and time efficiency between precast and conventional concrete systems in the structural work of building construction. The research adopts a quantitative comparative approach on two segments of the Sartikaasih Bhayangkara Hospital project in Bandung. The BoQ calculation results show that the precast system incurred lower total costs, amounting to IDR 17.6 billion (A1) and IDR 12.74 billion (A2), compared to the conventional system with IDR 19.86 billion (A1) and IDR 14.29 billion (A2). In terms of time, the precast system demonstrated significant efficiency, with savings of 65.02% on A1 and 21.43% on (A2). This efficiency contributes to the reduction of indirect costs and the risk of project delays. These findings indicate that the precast system can serve as a more economical and efficient alternative for building construction projects.
Comparative Analysis of Construction Costs for Concrete and Steel: A Case Study of the Modern Islamic Boarding School an – Nizam Purwokerto Hanapi, Fajri; Rafli, Mochamad; Jati, Muhamad Alfito; Farhan, Ohan
Indonesian Journal of Advanced Research Vol. 4 No. 7 (2025): July 2025
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/ijar.v4i7.15025

Abstract

The selection of structural materials plays a crucial role in determining cost efficiency and construction time in building construction projects. This study aims to analyze and compare the construction costs of reinforced concrete and steel structures in the construction of the Modern Islamic Boarding School An-Nizam in Purwokerto. A quantitative comparative method was used by calculating the volume of work, construction cost estimates (RAB), and project duration for both types of structures. The analysis focused on main structural elements such as columns and beams, based on detailed drawings, unit price standards, and project technical data. Based on the calculations and analysis of this project, it can be concluded that the total construction cost for the reinforced concrete structure is Rp 8,983,363,148.58. Meanwhile, the total construction cost for the steel structure is Rp 8,445,489,989.60. The duration of the steel construction work is 19-20 weeks, and the duration of the concrete structure construction work is 25-30 weeks. Therefore, it can be concluded that from this case study, the total cost required for concrete structure construction is cheaper than steel structure construction by a difference of Rp 537,873,158.98. However, the duration of steel structure construction is faster than concrete construction, with a difference of 6-10 weeks.
Analysis of The Effect of Floating Net Cages on Reservoir Water Quality : (Case Study: Darma Kuningan Reservoir, Indonesia) Syahrain, Azriel Albani; Rosiyanah, Dita; Putri, Nur Fieka; Farhan, Ohan
Jurnal Locus Penelitian dan Pengabdian Vol. 3 No. 7 (2024): Jurnal Locus Penelitian dan Pengabdian
Publisher : Riviera Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58344/locus.v3i7.2941

Abstract

The use of Darma Waduk is as a source of clean water and a place of fish cultivation in the form of net cages. The number of floating net cages that currently exist is 6521, and the number continues to increase quite significantly from the previous year. The existence of floating net cages affects water quality, while water quality is an aspect to be considered in water utilization. The study aims to analyze the impact of floating net cages on water quality and efforts to control the floating net cage population in Darma Waduk. The research uses a quantitative and qualitative approach, starting with surveys and interviews with floating net cage farmers and related services. Subsequently, water samples were taken, and the results of laboratory tests were analyzed using the Pollution Index (IP) method. The results of the calculation using the pollution index (IP) method at the first point (PDAM Intake Area) obtained a result of 4.14, at the second point (around the floating net cage area of the village of Cipasung) a value of 3.76, and at the third point (in the floating net cage village of Jagara) a score of 4.12. The results of the research showed that the water quality taken from the three points of the sample included light pollution when referring to the class I water quality standard according to PP No. 22 for 2021. However, the presence of household and agricultural waste also contributes to the pollution burden in the Darma Valley.
Integrated Parking Spaces Arrangement in Commercial Areas (Case Study: Cirebon City) Abu Nidal, Haikal; Agustina, Ardianti; Farhan, Ohan; Lestira Hariani, Mira
Jurnal Sosial Teknologi Vol. 4 No. 7 (2024): Jurnal Sosial dan Teknologi
Publisher : CV. Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59188/jurnalsostech.v4i7.1306

Abstract

  The effect of on street parking in urban commercial areas can cause a degradation of road performance. Therefore, the development of an integrated parking system is crucial to be carried out in commercial areas so that the performance of road sections does not degrade and does not cause heavy congestion. This study aims to provide recommendations for integrated parking locations based on existing parking conditions in the study area, so that they can be integrated and combined in one location. The method used is a primary survey that refers to the guidelines of the Indonesian Road Capacity Manual (IRCM) 1997 in analyzing traffic performance, and refer to the Guidelines for the Implementation of Parking Facilities 1997 in analyzing parking conditions. Meanwhile, for recommendations in determining alternative parking locations using SWOT analysis. The result of this research is the proposed location for integrated parking at Pasar Balong with the recommendation of a 4-floor building. The SWOT analysis showed that its strengths are its strategic location and high parking demand, its weaknesses are land limitations and lack of integrated parking management, its opportunities are potential for revenue and increased traffic flow, and its threats are resistance from local businesses and significant investment needs. The implication of this study is to provide a solution to the problem of roadside parking in commercial areas that interfere with traffic flow, improve the efficiency and accessibility of parking facilities for the community, and become a reference for further research on integrated parking management in other commercial areas.
Surface Flow Analysis as an Efforts Flood Mitigation Tribhuwana, Awliya; Rohman, Fathur; Farhan, Ohan
Journal of Green Science and Technology Vol 8 No 1 (2024): Journal of Green Science and Technology Vol.8 No.1 March 2024
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v8i1.144

Abstract

Problems that often arise in the city of Cirebon are flooding caused by rain, land changes not supported by adequate infrastructure, narrowing of drainage channels and sedimentation of channels. This is the location where flooding often occurs in the Pemuda Street area and its surroundings. Therefore, it is necessary to carry out research on surface flow analysis as an effort to handle floods with the aim of inundation management strategies to reduce excessive rainwater runoff in drainage areas and channels. The research methods used were problem identification, literature study, data collection, analysis and design planning. The results can show that inundation is handled in two ways, first by changing the dimensions of the channel at the initial height H to 0.45m, it still experiences inundation, this is due to the difference in elevation which causes inundation in the channel. There was a change in the flood inundation area to 23,127 ha from the original 58,958 ha, meaning that the flood free area increased from 9,388 ha to 35,831 ha. The second way is by making 378 infiltration wells spread across 34 channels that experience flooding. With these infiltration wells, the flooding can be reduced to a minimum from an area of ​​23,127 ha to 0.040 ha. The success rate for flood management efforts reached 99.908%, with failure being 0.092%. Of the area of ​​68,346 ha, the flood-free area reached 68,306 ha and the remaining inundated area was 0.040 ha..
Co-Authors Abu Nidal, Haikal Ade Yusrizal Ula Agustina, Ardianti Ahmad Mansubun Zamanudin Ainun Yusri Akbar Winasis Aldi Aldi Andi Gunawan Andono, Agung Ari Arni Muslimah Handayani Widjaja Awliya Tribhuwana Derry Taddarus Fathur Rohman Fathur Rohman Fathur Rohman Fathur Rohman, Fathur Feby Novela Fujiyanto Fujiyanto Gunawan Gunawan Gunawan Gunawan Hanapi, Fajri Heri Mulyono Ibnu El Musayyab Jati, Muhamad Alfito Kelli Dwi Yusup Lulu Raudlatul Aulia Lumtunnanie, Annisa M Rifki M. Hildan Rafsanjani Martinus Agus S Mira Lestira Hariani Mohamad Riziq Nur Azis Zain Priyono, Cecep Putri, Nur Fieka Rafli, Mochamad Rahayu, Pony Ramadhan, Erik Rizky Rediansyah, Trisna Ferdy Rico Putra Sarjono Rosiyanah, Dita Saihul Anwar Shinta Novriani Sugiyanto, Martinus Agus Syahputra, M Reza Syahrain, Azriel Albani Wahidan, Fikri Zaenal Muttaqin Zain, Nur Azis Zihanuddin Muntaha