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THE EFFECTIVENESS OF USING EXCAVATOR IN THE CONSTRUCTION PROJECT OF PT. AGRO PLANKAN LESTARI PALM OIL FACTORY, SEKADAU REGENCY Suhendra, Danu; Lusiana, Lusiana; Syahrudin, Syahrudin
Jurnal Teknik Sipil Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i1.76530

Abstract

A construction project is a series of interrelated activities to achieve specific goals (buildings/construction) within a particular time, cost, and quality constraints. One crucial resource in this context is construction equipment or heavy machinery. West Kalimantan is renowned for its abundant palm oil production, including in Sekadau Regency. Due to the lack of palm oil processing factories, PT. Agro Plankan Lestari constructed a palm oil factory. The research findings indicate that the average performance efficiency of the excavator was 64% (considered good) for both excavators. However, the average Overall Equipment Effectiveness values for both operators were below the tolerance level set by the Japan Institute of Plant Maintenance (JIPM), which is 40%. The average overall equipment effectiveness values of excavator A obtained an average value of 39.82%, and excavator B obtained 41.69%.
PRODUCTIVITY ANALYSIS OF EXCAVATOR HEAVY EQUIPMENT IN SAND MINING AT PT MITRA PASIR SILIWANGI Alvarizzy, Muhammad Harry; Lusiana, Lusiana; Nuh, Safruddin M.
Jurnal Teknik Sipil Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i2.79203

Abstract

Heavy equipment, including mining activities, is a crucial resource often required in project work. PT Mitra Pasir Siliwangi in Sintang Regency uses heavy equipment from the excavator to support sand mining operations. This study aims to determine the productivity value of heavy equipment in sand mining activities, specifically the Kobelco SK 130-8 Excavator. The productivity value is obtained from field data collected over seven days and compared with the planned productivity per the company's planning. The study results show that the planned productivity value for the heavy equipment is 91.58 m ³/hour, while the actual field productivity value is 65.89 m ³/hour. Therefore, it is concluded that using the Kobelco SK 130-8 Excavator for sand mining has a lower field productivity value than the planned productivity. This discrepancy is due to several factors, such as data recording errors in the field and frequently idle equipment (the machine is running but not performing mining activities).
OPTIMAL SITE LAYOUT SELECTION FOR PLACEMENT OF FACILITIES AND MATERIAL IN THE CONSTRUCTION PROJECT OF KUBU RAYA DISTRICT EDUCATION AND TRAINING BUILDING Meidita, Roslia Putri; Lusiana, Lusiana; Syahrudin, Syahrudin
Jurnal Teknik Sipil Vol 23, No 4 (2023): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v23i4.68267

Abstract

Construction project work has several essential components: construction workers, tools, materials, and other needed facilities. The placement of tools, materials, and facilities in construction projects affects the efficiency of movement (traveling distance) and the level of worker safety (safety index). It is the background of this research aims to analyse the placement of tools, materials, and other facilities in the construction project of the Kubu Raya Regency Education and Training building. In this study, indicators to point out the placement of tools, materials, and other facilities have been optimized by using some indicators such as movement efficiency (traveling distance) and the level of worker safety (safety index). Four alternative placements were drawn up (including the existing placement in the current project), analysed, and assessed which alternative is the most optimal. The other options are selected by analysing those four alternatives using the Analytical Hierarchy Process method and evaluated by weighting ranking. The analysis results show that alternative 3 is the optimal alternative to the traveling distance and safety index indicators. Alternative 3 represents that the placement of tools, materials, and facilities on the project is carried out by conditioning the access space between facilities, which is made capacious to reduce the barriers of workers in moving from one facility to another
COMPARATIVE ANALYSIS OF DIRECT WASTE USING SOFTWARE CUTTING OPTIMIZATION PRO AND THE COST OF USING CONVENTIONAL REINFORCEMENT AND WIREMESH IN FLOOR SLAB WORK. (CASE STUDY: OFFICE AND DEPOT CONSTRUCTION PROJECT OF PT. GUDANG GARAM) Hidayah, Fitri Nur; Rafie, Rafie; Nuh, Safaruddin M.; Syahrudin, Syahrudin; Lusiana, Lusiana
Jurnal Teknik Sipil Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i1.61193

Abstract

Rebar is one of the main materials in a building. The material has been widely innovated by product providers. In addition to using conventional reinforcement on the floor slab, it is now possible to replace the reinforcement with wire mesh reinforcement. Because material costs are a very large cost in construction projects, it is necessary to do proper material planning. This final project will compare the two reinforcements with the aim that project implementers can plan materials appropriately so that it is expected to minimize the huge cost expenditure. In this final project, the reinforcement in the floor slab work will be reviewed in terms of direct waste reinforcement which will be assisted by software cutting optimization pro and reinforcement costs using the AHSP stipulated by Permen PUPR No.1 of 2022. After various stages are carried out, a comparison of the direct waste level, direct waste cost, and cost of the two reinforcements will be obtained. A Comparison of the three reviews found that wire mesh reinforcement is more efficient than using conventional reinforcement.
Implementation of Building Information Modeling (BIM) Utilizing Tekla Structures for Work Volume Calculation (Institute of Technology Keling Kumang Project in Sekadau District) Erliafina, Erliafina; Lusiana, Lusiana; Syahrudin, Syahrudin
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.86835

Abstract

In the construction industry, planners use contract drawings and the Work Plan and Conditions (RKS) to determine the work to complete. The conventional approach in calculating the volume and quantity of work usually relies on Microsoft Excel as a calculation tool based on AutoCAD drawings. However, this method is considered inefficient and time-consuming, which can affect the quality of the resulting infrastructure. Building Information Modeling (BIM) is a solution to improve efficiency in planning and managing construction projects. In this research, Tekla Structures was chosen for its ability to generate project drawings, manage and monitor projects, amplify details with high accuracy, and automatically calculate the volume of work after modelling. This research aims to encourage wider application of digital technology in the construction industry in Indonesia. The results showed that comparing the total volume of concrete work between the calculation using Tekla Structures and secondary data had an accuracy rate of 87.61%, with a deviation of 12.39%. Meanwhile, the total volume of reinforcement works showed an accuracy of 95.66% with a deviation of 4.34%. This insignificant volume difference indicates that Tekla Structures can be relied upon to calculate the volume of work, especially in detailing and reinforcement. Although the accuracy of volume calculation is already high, improvement of the BIM model is still needed to make it closer to the actual conditions in the field. One of the efforts that can be made is to integrate real-time data from the field into the BIM model so that the accuracy of calculations increases and can support planning and project management more effectively.
FINANCIAL FEASIBILITY ANALYSIS OF THE PONTIANAK STATE CATHOLIC RELIGIOUS COLLEGE (STAKATN) SANTA MARIA LECTURE BUILDING PROJECT Lestari, Nina Septia; Lusiana, Lusiana; Rafie, Rafie
Jurnal Teknik Sipil Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i2.78720

Abstract

In the era of globalization and rapid advancement in higher education, Indonesian institutions face challenges in providing adequate facilities to support learning. The State Catholic College of Pontianak (STAKATN) Santa Maria aims to address this by constructing a new lecture building. This study conducts a financial feasibility analysis of the project using Net Present Value (NPV), Benefit-Cost Ratio (BCR), Internal Rate of Return (IRR), Payback Period (PP), and Sensitivity Analysis. The analysis, based on a 25-year planning period, shows a positive NPV of IDR 12,949,362,911.15, an IRR of 9.36% (exceeding the discount rate of 5.1%), and a BCR of 1.231, indicating that the project's benefits exceed its costs. The Simple Payback Period is ten years, while the Discounted Payback Period is 14. Sensitivity analysis reveals that the project"™s viability is at risk with significant decreases in benefits or cost increases. The project is financially viable, but careful management of risks and costs is essential for successful implementation.  
ANALYSIS OF TIME AND COST CONTROL IN AN ASRAMA HAJI PONTIANAK BUILDING CONSTRUCTION PROJECT USING THE EARNED VALUE ANALYSIS METHOD Putri, Imas Yuniar; Lusiana, Lusiana; Rafie, Rafie; Syahrudin, Syahrudin; Nuh, Safaruddin M.
Jurnal Teknik Sipil Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i2.76538

Abstract

Efficient management of construction projects requires meticulous oversight of both time and cost elements. This investigation focuses on employing Earned Value Analysis (EVA) to supervise and regulate the Asrama Haji Pontianak Building Construction Project. EVA furnishes indispensable insights conducive to proactive decision-making by evaluating the project's advancement vis-à-vis predetermined schedules and financial plans. The study critically assesses the utilization of EVA, scrutinizing its efficacy in forecasting project outcomes, detecting deviations, and facilitating prompt corrective measures. A thorough examination of time and cost performance indicators, including the Schedule Performance Index (SPI) and Cost Performance Index (CPI), illuminates the project's adherence to established schedules and budgets. Furthermore, it delves into the challenges encountered and the strategies employed in integrating EVA into project management methodologies. From the results of the analysis of the time and cost of the Asrama Haji Pontianak building construction project experiencing a delay of 1 week from the planned time and the estimated total final project cost of Rp. 21.400.271.242,98 is less than the planned cost of Rp. 21.876.433.145,64.The findings enhance the understanding of EVA's role in optimizing time and cost control, offering valuable insights for future construction projects aiming for improved performance and efficiency.
THE INFLUENCE OF THE VARIATION IN ARCH HEIGHT OF THE MAIN TAYAN BRIDGE ON THE MEMBER FORCES Lusiana, Lusiana; Elvira, Elvira; Yusuf, Muhammad; Sutandar, Erwin; Supriyadi, Asep
Jurnal Teknik Sipil Vol 23, No 4 (2023): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v23i4.66968

Abstract

The height of the bridge arch significantly impacts the strength and structural efficiency. Research on the height of the Tayan Bridge arch was conducted to determine the values and behaviour of member forces, structural weight, and deflection and to design the optimal arch height geometry. This research involved five variations of the arch height. The bridge structure was modelled using AutoCAD software. Relevant bridge loading data based on the SNI 1725-2016 standard was inputted into AutoCAD for structural design, and then the structure was modelled and analysed using SAP2000. The analysis results provided information on the bridge weight, deflection, and member forces. The analysis results were then compared with the bridge arch height, and this comparison was presented in the form of graphs. From the analysis results, it can be concluded that the bridge arch height has a positive linear relationship with the bridge weight. Tensile and compressive forces exhibit opposite behaviour. Increasing the arch height with constant value results in weight, deflection, and member force variations. Constantly expanding the arch height also does not lead to an increase in the stiffness of the bridge. Structurally, the optimal arch height is 42.134 meters.
OPTIMIZATION SCHEDULING PROJECT REHABILITATION BUILDING AND HALL DEKRANASDA AND KALIMANTAN BARAT MUSEUM FENCE USING CRITICAL PATH METHOD (CPM) Halim, Layla Mutiara; Lusiana, Lusiana; Nuh, Safarudin M.
Jurnal Teknik Sipil Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i2.75578

Abstract

This study investigates the optimization of project scheduling using the Critical Path Method (CPM) in construction projects. Focusing on the Building Rehabilitation Project, Dekranasda Hall, and Kalimantan Barat Museum Fence, the research aims to reduce project duration without altering costs. CPM is employed to map out activities in a network, identifying the critical path to enhance time management. The initial project duration was 249 days. By breaking down work items and increasing the number of workers in critical activities, the duration was reduced to 125 days. Optimization involved dividing tasks into manageable segments and determining the appropriate workforce through trial and error. The study demonstrates that effective project scheduling and resource allocation can significantly reduce completion time, highlighting CPM's value in project management for achieving efficiency and meeting deadlines. The findings emphasize the importance of detailed planning, dependency logic, and continuous monitoring to optimize construction project timelines.
The Cost Analysis of Green Construction Implementation in The Building Construction Project of The Institut Teknologi dan Bisnis Sabda Setia Pontianak Dumanauw, Stefani; Lusiana, Lusiana; Syahrudin, Syahrudin
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.86329

Abstract

Building construction projects often face challenges during construction and operation. Implementing green construction is a promising solution to enhance process efficiency. Green construction involves planning and executing projects focusing on efficient energy, water, cost usage, and construction waste management. This study analyzes the additional costs of applying green construction to the Institut Teknologi dan Bisnis Sabda Setia (ITBSS) building in Pontianak. Using market price data and Work Unit Price Analysis (AHSP), the estimated additional cost for implementing green construction indicators is Rp34,122,728.55. These costs include energy and water conservation, air quality, and environmental management. However, utilizing recycled materials reduces costs associated with land use. Green construction enhances project sustainability and efficiency, leading to significant long-term savings. While this research highlights the additional costs, it does not provide a detailed calculation of long-term benefits. The findings suggest that green construction practices are viable and sustainable, urging stakeholders to embrace these practices for improved project performance and environmental impact.
Co-Authors A.Z, Bambang Aan Suriadi, Aan Abdul Somad, Abdul Adil, Mushlih Afkar, Muhammad Syakhil Agung Putra Agustriono, Agustriono Ahmad Sunafis Al Haziz ahmad yani Ahniar, Nur Hasanah Aisyah Aisyah Albar, Defni Allen Marga Retta, Allen Marga Alvarizzy, Muhammad Harry Amalina, Nur D. Amin, Akhmad Bakhtiar Aminullah Assagaf Amrinsani, Farid Anam, M Khairul Anandari, Febrina Andayani, Jihan Restu Andi Prastowo Andika Kusuma Wijaya, Andika Kusuma Andini, Vicka Angela, Marissa Nur Antonio, Youngky Aprillia, Tasya Arafah, Zahid Nugrah ARDYANTO, SOFYAN Arie, Yustiana Arifandi, Fajar Arifia, Adhelia Putri Aristiawan, Dhani Arumsari, Mela Dina Arwin Arwin Asdim Asdim Asep Supriyadi Ashara, Rega Aprilia Asniati Bindas Astrid, Gita Azizah, Fitri Azizah, Mir'ah Azzahra, Azzahra Azzahra, Yasra Baharuddin Baharuddin Barus, Yenda Mita Bastangka, Palensi Batubara, Syaiful Okky Bachri Bayu Rahmat Setiadi, Bayu Rahmat Berliansyah, David Bismark, Irma Auliyah Boby Helmi Candra, Edi Cardoso, Benigna Lestari Da Conceicao Catur Wahyu Priyanto Clarisa, Cindy Darlan, Dewi M. Darma Putra, Boby Dasril, Mience Daulay, Wasti Indah Haryani Dedi Saputra Deni Saputra Derung, Teresia Noiman Desanjaya, Jossy Desi Permata Sari Destiniar Destiniar, Destiniar Desy, Kemala Detiana, Detiana Dewi Kurniati Dewi, Mike Kusuma Dian Wahyuni Dina Octaria Dumanauw, Stefani Dwita Oktiarni Dwiyanto, Yusup Dyah Titisari, Dyah Elfiswandi, Elfiswandi Eliza, Rispa Elsa Tri Mukti Elvira Elvira Emil Salim Emiliandri, Fransiska Endra, Sumarta Erliafina, Erliafina Erwin Sutandar Eva Yuliani Fadhilah, Savira Aulia Faisal, Aldy A. Farid, Indah Herlina Fathimah, Ema Fauziah Fauziah Fidiyanti, Indrie Firdaus, Nuzula Firmansyah, Indra Fitri Puspa Sari, Eka Fitri Yeni, Fitri Fitria, Lailani Fitria, Zahratul Flora Grace Putrianti Fredy, Muhammad Khalid Fuadiah, Nyiayu Fahriza Gaol, Evangelina Lumban Githa Rahmayunita Hakim Harahap, Arbiuddin Syahputra Hakpantria, Hakpantria Halim, Layla Mutiara Hamdani Hamdani Hanum Izzul Hanan Hanum, Ranthika Hapzi Ali Harfan, Syakhroni Hasa, Zainul Faizien Havidz Aima, Havidz Hendra, Joni Hendrayani, Eka Hermawan, Adi Herwani . Hery Widijanto Hidayah, Dini Firnam Hidayah, Fitri Nur Hikari Ambara Sjakti, Hikari Ambara Husain, Sofian A. Imardi, Syahrul Indah Fajar Dini, Yuli Indah Resti Ayuni Suri Indri Yani Indupurnahayu Irfansyah, Rahmat Iskandar Syah Isnaini, Ellychia istiqomah istiqomah Jacoeb, Tjut Nurul Alam Jannah, Amiratul Joniputra, Joniputra Jumroh, Jumroh Kadek Dian Vanagosi Kamalia Kamalia Kamalia, Rita Karela, Genoneva Ngana Karlina, Nunung Karlinda, Ai Elis Kasman Rukun khusnul khotimah Krisanti, Inge Ade Krisna, Nandan Lima Kristiana, Yulia Kunjono Putra, Kevin Andrea Kurniati, Era Tri Suci Kusmarinah Bramono Kwaitota, Betriks Riska Lamidi , Lamidi Lamidi, Lamidi Leonarda, Olivia Lestari, Melati Indah Lestari, Nina Septia Lindah Lindah Luanda, Desi Luthfiyah, Sari M. Havidz Aima M. Nuh, Safaruddin Maelasari, Nur Maftuh, Ayi Syhartika Mak’ruf, M Ridha Mardainis Marhamah Marhamah MARIA BINTANG Marisi Aritonang Marsela, Santa Hani Marsella, Melsa Marwan Marwan Mary, Hilda Masitha , Dewi Maskun maulani, nine wahyuni Mega Elfia Meidita, Roslia Putri Meilani, Dina Meilina Estiani, Meilina Melani Putri, Risa Melasari, Devi Misra, Shubhrojit Mita Purbasari, Mita Mitha Otik Wiraswati Monata, Deri Monica, Resti Mubarik Mubarik Mubarok, Rizka Ahmad Muhammad Abdillah Muhammad Harun Muhammad Yusuf Mujib Mujib, Mujib mutiara mutiara Nadila, Nadila Nadilla, Nia Nafis, Badratun Nandan Limakrisna NARDO, RIO Nasichah, Roichatun Neldi, Mondra Niami, Sinta Nila Kesumawati Ningsih, Yunika Lestaria Nofriadi Nofriadi Nomin, Nomin Noresti, Izka Nugraha, Nila Nuh, Safaruddin M. Nuh, Safarudin M. Nuh, Saffarudin M. Nuh, Safruddin M. Nur Fadhilah, Dian Nurcholish Arifin Handoyono, Nurcholish Arifin Nurdiniawati, Nurdiniawati Nurhajjah, Afifah Nurmagandi, Boby Nurnabila, Nurnabila Nurwijayanti Oktafia, Pilsa Oktarina, Desi Oktarina, Yolanda Oktavia, Wahyuni Oktaviani, Rizki Oktiarni, ⁠Dwita Ottar, Zuhroh Sadeptusia P, Noviyanto Putera Padalingan, Yohanis PAISAL PAISAL Pamungkas, Bayu Adhitya Pathuddin Pati, Abhilash Pawirosumorto, Suharno Pradini, Meysah Rani Pramesti, Indah Pratama, M. Emeraldo Pratama, Yosua Nanda Pratiwi, Eva Sulistia Prawirosumarto, Suharno Prayogo, Rizky Lendi Prayogo, Rizky Lendl Pudji, Andjar Purnama, Vera Puspitasari, Ratna Ika Putra Islamy, Hifa Firdausy Putra, Riyosnal Putra, Roni Syah Putra, Ryanda Satria Putri, Imas Yuniar Putri, Nafa Astria Putri, Poppy Okta Fiana Putri, Reza Yulia Putu citra Permana Dewi Qomaria, Siti Rachmawati, Yenny Racman, Fajar Rafie Rafie, Rafie Rafki, Rafnelly Rafky, Rafnelly Rahayu, Witri Rahmadia R, Wahyu Rahmah, Lutia Rahman, Yusnita Rahmatina, Rahmatina Rakhma, Ina Ramadani, Putri Ramadhani, Magribi Ramdani Bayu Putra Ratnawita Ratnawita Resky, Muhammad Restiani, Anisya Tri Ria, Aprilyanti Mega Rian Kurniawan Rif'iy Qomarrullah RIMA RIMA Rinaldi Aditya RINALDI ADITYA, RINALDI Rini Tri Hastuti Rio Putra, Rio Rizkiani, Nidya ROHANA ROHANA Romdiyah Romdiyah, Romdiyah Rosa, Eni Folendra Rusdi Rusdi Rusdiana Yusuf Rustiati, Nelly S.M. Fernanda Iragraha Safaruddin M Nuh, Safaruddin M Saffanah, Sasqia Nur Safitri, Miya Sal Prima Yudha S Salam, Agus Saldi, Siti Rizny Salsabila, Salsabila San Diego, Chiedel Joan G. Santosa , Awan Saprianto, Saprianto Sari, Laynita Sari, Silvia Sari, Yosi Pupita sari, yosi puspita Sarjon Defit Sastriani, Sastriani Sayuti, Ilham Muhammad Sedarmayanti, Sedarmayanti Selimanorita, Shafa’ Septa S, Suherdian Septiano, Renil Setiani, Fibrinika Tuta Setioningsih, Endang Dian Setyaningsih, Rila Setyo Trisnadi Shalsabillah, Ade Rahmadilla Shannaz Nadia Yusharyahya Sidiq, Hadi Firmansyah Silalahi, Tina Mora Simaremare, Triberti Siregar, Esron Mangatas Siti Fatonah Sitohang, Irma Bernadette S. Sofida, Yeni Solichah, Mar'atus Sopali, Mardhatila Fitri Sri Wahyuningsih Sri, Dewi Suharno Pawirosumarto Suhendra, Danu Sujaya, Indra Sukayasa Sulistiani, Lia Suparno Suparno Surya, Elisabet Katharin Susanti Susanti susanti, Tuti Susanto, Moh. Rusnoto Susatyo, Rudy Susriyanti, Susriyanti Suwanto, Yustiana Arie Syafrina Dina Syafwandi, Syafwandi Syahru Ramadhan Syahrudin Syahrudin, Syahrudin Syarifah Zahra Syawaluddin, Edy Taufid, Hidayattul Uriszar, Ibon Mugica Usman, Khairul Uswatun Chasanah Verafirma, Verafirma Veri, Jhon Vucelja, Stevan Wahyu Handayani Weking, Gervasius Domingga Wibowo, Wahyu Dwi Ari Wicaksono, Galuh Hendityo Wijaya, Ronni Andri Wirta Agustin Yaakub, Saleh Yahya Yahya Yani Sofiani Yasep Setiakarnawijaya Yasin, Usman Yona, Desma Yudhi Purnama Yudhi Purnama Yudhi Purnama Yulasmi, Yulasmi Yuliana Bakari Yuliartini, Henny Yunita Yunita Yusuf, Rusdiana Yusvi Diana Yuswardi, Arif Zefri Yenni Zefriyeni, Zefriyeni Zefriyenni , Zefriyenni Zefriyenni Zefriyenni, Zefriyenni Zulkifli Z Zulvia, Dewi