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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 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
Analisis Kebutuhan Air Irigasi Dengan Metode Kp-01 dan Aplikasi Corpwat 8.0 di Wilayah Indramayu Bagian Barat Aini, Syafira Luthfi; Nur S, Elang Ramdhan; Farhan, Ohan
Interdiciplinary Journal and Hummanity (INJURITY) Vol. 4 No. 5 (2025): INJURITY: Journal of Interdisciplinary Studies.
Publisher : Pusat Publikasi Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58631/injurity.v4i5.1445

Abstract

This study analyzed the irrigation water needs in the western region of Indramayu, Indonesia, using the KP-01 method and the CROPWAT 8.0 application. The main focus of this study is the importance of effective water management in agriculture, especially in the midst of increasing demand and climate change. Climatological data, soil characteristics, and crop information are collected to estimate irrigation needs. The results show that CROPWAT 8.0 is superior to the KP-01 method in terms of resource use efficiency, ease of use, flexibility, and reproducibility of results. CROPWAT 8.0 recorded the highest irrigation needs in January, while the KP-01 method recorded the highest in September. Although KP-01 provides more accurate and regulatory compliant water demand figures, CROPWAT 8.0 is more efficient for large-scale data processing. Daily evapotranspiration (ETo) variations ranged from 2.6 mm/day to 4.0 mm/day, with the highest ETo occurring in December. The highest irrigation water demand was recorded in September (1,850 ltr/second/ha) and the lowest in June (0,199 ltr/second/ha). The ETo calculation using CROPWAT shows an annual average value of 4.84 mm/day, with fluctuations affected by temperature, humidity, and solar radiation. The findings aim to optimize water resource management and increase agricultural productivity in the region. The selection of the right method depends on the specific needs and applicable regulations.
Road Damage Analysis On Inter-City Roads Using Pavement Condition Index (PCI) Approach In West Java Indonesia Hariani, Mira Lestira; Taufik, Ahmad; Suparman, Suparman; Kosasih, Agus; Farhan, Ohan
Interdiciplinary Journal and Hummanity (INJURITY) Vol. 4 No. 7 (2025): INJURITY: Journal of Interdisciplinary Studies
Publisher : Pusat Publikasi Nusantara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58631/injurity.v4i7.1464

Abstract

Poor road infrastructure conditions have a significant impact on transportation efficiency, user safety, and logistics costs, especially in areas with tropical climates and heavy vehicle traffic such as in West Java. This study aims to evaluate the condition of road pavement on the Jangga–Cikamurang Road section in Indramayu Regency using the Pavement Condition Index (PCI) method. The survey was conducted visually along 1 kilometer of road, which was divided into 10 segments of 100 meters each. Observations included identification of the type of damage, severity, and extent of damage in each segment. The results of the study showed that the most dominant types of damage were alligator cracking (42.47%) and depression (33.63%) with high severity. The PCI values obtained varied between 6 and 78, with 60% of segments categorized as poor to failed, and only 10% in satisfactory condition. These findings indicate that most road sections are in unserviceable conditions and require structural handling. Based on the PCI value classification, reconstruction actions are recommended for segments with PCI < 55, overlay and structural maintenance for PCI 55–70, and preventive maintenance for PCI > 70. This study confirms the importance of implementing PCI as a technical decision-making tool in sustainable road maintenance planning.
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 Park and Ride Location Determination in Urban Areas Using Analytical Hierarchy Process (AHP) Casuya, Casuya; Faisal, Muhamad; Saifutdin, Muchammad Arif; Hariani, Mira Lestira; Farhan, Ohan
Journal of World Science Vol. 4 No. 9 (2025): Journal of World Science
Publisher : Riviera Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58344/jws.v4i9.1508

Abstract

The rapid growth of private vehicles in urban areas has caused various problems such as traffic congestion, increased air pollution, excessive fuel consumption, and decreased quality of life. The urgency of this research lies in the need for strategic solutions to reduce the use of private vehicles in the city center, one of which is through the construction of Park and Ride (PnR) facilities integrated with public transportation. The purpose of this research is to determine the strategic location of PnR facilities in Cirebon City to support a more sustainable urban transportation system. This research uses the Analytical Hierarchy Process (AHP) method involving ten main criteria, including parking lot capacity, supporting facilities, ease of access, transportation integration, intermodal connectivity, and development costs. Data was obtained through expert surveys and secondary data from relevant agencies. The results showed that the alun-alun kejaksan area is the most optimal location for the development of PnR facilities, followed by Kejaksan Station, Prujakan Station, and Harjamukti Terminal. This location is superior in terms of accessibility, land capacity, transportation mode integration, and proximity to community activity centers. These findings are expected to be a reference in planning and policy making for the development of urban transportation systems in Cirebon City.
Co-Authors Abu Nidal, Haikal Ade Yusrizal Ula Adi Wibowo, Faizal Agus Kosasih, Agus Agustina, Ardianti Ahmad Mansubun Zamanudin Ahmad Taufik Aini, Syafira Luthfi Ainun Yusri Akbar Winasis Aldi Aldi Andi Gunawan Andono, Agung Ari Arni Muslimah Handayani Widjaja Awliya Tribhuwana Casuya, Casuya 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. Hildan Rafsanjani Martinus Agus S Mira Lestira Hariani Muhamad Faisal, Muhamad Novriani, Shinta Nur Azis Zain Nur Fadilah, Wahyu Nur S, Elang Ramdhan Priyono, Cecep Putri, Nur Fieka Rafli, Mochamad Rahayu, Pony Ramadhan, Erik Rizky Rediansyah, Trisna Ferdy Rosiyanah, Dita Saifutdin, Muchammad Arif Saihul Anwar Sugiyanto, Martinus Agus Suparman Suparman Syahputra, M Reza Syahrain, Azriel Albani Syarif Hidayat, Ahmad Wahidan, Fikri Widjaja, Arni Muslimah Handayani Zaenal Muttaqin Zain, Nur Azis