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All Journal Journal of Green Science and Technology Jurnal Health Sains Jurnal Teknik Sipil Cendekia (JTSC) Devotion: Journal of Research and Community Service Journal of Engineering and Applied Technology INJURITY: Journal of Interdisciplinary Studies Indonesian Journal of Advanced Research (IJAR) Equivalent: Jurnal Ilmiah Sosial Teknik Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Journal of Green Science and Technology
Nikko Rozy
Universitas Swadaya Gunung Jati
Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Dentistry Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Transportation Veterinary

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ANALYSIS OF CINAPEL BRIDGE PROJECT CONSTRUCTION MANAGEMENT ON THE CISUNDAWU TOLL ROAD Pahlawati, Nopa; Rozy, Nikko; Anwar, Saihul
Journal of Green Science and Technology Vol 3, No 3 (2019)
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i3.2759

Abstract

ABSTRACTConstruction management is an attempt to use limited resources efficiently, effectively and timly in completing a project that has been palnned. There are 3 kinds of basic functions of construction management including planning, implementation, and control. Of three of these activities to control the resources on aproject that includes worker, equipment, material, money, and method.The research method used was qualitative research, as a way of collecting data on the study is how the study of the literature, interviews and direct observation in field. And this method is a method that is done to get a foundation theory in analyzing data, namely the analysis calculation of the volume of material, analysis of labor, analysis tool, method, method of Bar Chart S Curve and Critical Path Method.The location of the studies reviewed were Analysis Of Cinapel Bridge Project Construction Management On The Toll Cisundawu Road, located on Pamatutan Hamlet Mulyasari ? Pasir Hamlet Margamukti, Sumedang. The results of this research is the budget plan costs ?completed the construction of the Cinapel Bridge Project on Cisundawu Toll Road until the final stage costs less than Rp. 168,020,632,320, - and analysis of the Critical Path Method (CPM) estimates that the completion of the Cinapel Bridge on Cisundawu Toll Road takes 129 weeks (903 days)Keywords: Construction Management, Bar Chart, S Curve, Critical Path Method
ANALYSIS OF CINAPEL BRIDGE PROJECT CONSTRUCTION MANAGEMENT ON THE CISUNDAWU TOLL ROAD Nopa Pahlawati; Nikko Rozy; Saihul Anwar
Journal of Green Science and Technology Vol 3, No 3 (2019)
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i3.2759

Abstract

ABSTRACTConstruction management is an attempt to use limited resources efficiently, effectively and timly in completing a project that has been palnned. There are 3 kinds of basic functions of construction management including planning, implementation, and control. Of three of these activities to control the resources on aproject that includes worker, equipment, material, money, and method.The research method used was qualitative research, as a way of collecting data on the study is how the study of the literature, interviews and direct observation in field. And this method is a method that is done to get a foundation theory in analyzing data, namely the analysis calculation of the volume of material, analysis of labor, analysis tool, method, method of Bar Chart S Curve and Critical Path Method.The location of the studies reviewed were Analysis Of Cinapel Bridge Project Construction Management On The Toll Cisundawu Road, located on Pamatutan Hamlet Mulyasari – Pasir Hamlet Margamukti, Sumedang. The results of this research is the budget plan costs  completed the construction of the Cinapel Bridge Project on Cisundawu Toll Road until the final stage costs less than Rp. 168,020,632,320, - and analysis of the Critical Path Method (CPM) estimates that the completion of the Cinapel Bridge on Cisundawu Toll Road takes 129 weeks (903 days)Keywords: Construction Management, Bar Chart, S Curve, Critical Path Method
Scheduling design of Jakarta-Cikampek II elevated toll road project (P.186 – P.187) Abdul Khalim; Harun Usman Ghifarsyam; Nikko Rozy; Faqih Ma’arif
Journal of Engineering and Applied Technology Vol 1, No 2 (2020): (August)
Publisher : Faculty of Engineering, Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/jeatech.v1i2.34957

Abstract

The key to achieving effective and efficient development goals is by increasing the quality of construction management by collecting up-to-date data about the project's resources, mainly about productivity. In this research space, productivity will be discussed, including human resources and their management. The case study is the project of Jakarta-Cikampek II Elevated Toll Road. This project was a developing project to improve the capacity of the existing Jakarta-Cikampek toll road. This elevated structure will be built right in the area (median and side edge) of the existing toll road, making it interesting to discuss how the construction is carried out. Scheduling analysis in this study was carried out at points P.186 to P.187 of the construction project. The analysis includes identifying the productivity index of labor resources and equipment that has a major role in shaping the scheduling concept. The concept will be performed by determining a network diagram that will use the Critical Path Method (CPM) rule. The data used in this analysis are construction drawing, s-curve plan, worker data, weekly job plan, work method, and some interviews with worker and field project manager. These results obtained the large productivity of workers and equipment, and the duration required to complete the construction starting prom point P.186 to P.187 is 248 working days
ANALYSIS OF CINAPEL BRIDGE PROJECT CONSTRUCTION MANAGEMENT ON THE CISUNDAWU TOLL ROAD Nopa Pahlawati; Nikko Rozy; Saihul Anwar
Journal of Green Science and Technology Vol 3 No 3 (2019)
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i3.2759

Abstract

ABSTRACTConstruction management is an attempt to use limited resources efficiently, effectively and timly in completing a project that has been palnned. There are 3 kinds of basic functions of construction management including planning, implementation, and control. Of three of these activities to control the resources on aproject that includes worker, equipment, material, money, and method.The research method used was qualitative research, as a way of collecting data on the study is how the study of the literature, interviews and direct observation in field. And this method is a method that is done to get a foundation theory in analyzing data, namely the analysis calculation of the volume of material, analysis of labor, analysis tool, method, method of Bar Chart S Curve and Critical Path Method.The location of the studies reviewed were Analysis Of Cinapel Bridge Project Construction Management On The Toll Cisundawu Road, located on Pamatutan Hamlet Mulyasari – Pasir Hamlet Margamukti, Sumedang. The results of this research is the budget plan costs  completed the construction of the Cinapel Bridge Project on Cisundawu Toll Road until the final stage costs less than Rp. 168,020,632,320, - and analysis of the Critical Path Method (CPM) estimates that the completion of the Cinapel Bridge on Cisundawu Toll Road takes 129 weeks (903 days)Keywords: Construction Management, Bar Chart, S Curve, Critical Path Method
Analisis Geometrik Jalan Ruas Jalan Lingkar Utara Majalengka Kabupaten Majalengka Siti Masitoh; Nikko Rozy; Saihul Anwar
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 8 No 1 (2019): JURNAL KONSTRUKSI (JANUARI 2019)
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.v8i1.3758

Abstract

ABSTRAKUntuk memperlancar pergerakan manusia dari tempat asal ketempat tujuan harus terpenuhi sarana transportasi yang memadai baik darat, laut mapun udara. Umunya darat lebih mendominasi untuk menunjang kegitan itu seperti halnya jalan raya, rel kereta merupakan salah satu di dalamnya.Keadaan yang baik untuk itu ada di jalan raya yang lebih sering dijumpai dalam pergerakan orang dari tempat asal ketempat tujuan  (untuk jarak yang relative pendek), jalan raya suatu saat tidak dapat menampung volume kendaraan yang setiap hari menggunakannya oleh sebab itu pencarian solusi tentang hal inisangat perlu dikembangkan baik dari penambahan ruas maupun perencanaan jalan baru (dalam hal ini mengatasi keterbatasan volume kendaraan yang menggunakannya dengan kata lain macet).Adanya skripsi ini untuk menganalisa kondisi alinyemen vertical dan alinyemen horizontal pada ruas jalan Lingkar Utara Majalengka (Panyingkiran-Baribis) yang tepatnya pada titik koordinat X = 189856 ; Y = 9245977 (Panyingkiran) dan berakhir pada titik koordinat X = 195737 ; Y = 9246251 (Baribis), yang pada saat sekarang ini kurang merasa nyaman dikarenakan kurangnya superelevasi pada jalan tersebut.Kata kunci :Transportasi, Kemacetan, Volume Kendaraan.ABSTRACTTo facilitate the movement of humans from the place of origin to the destination must be fulfilled adequate transportation facilities both land, sea and air. Generally land dominates to support the activity as well as highways, railroads are one of them.The situation is good for that on the highway which is more often found in the movement of people from their original place of destination (for relatively short distances), the highway at one time can not accommodate the volume of vehicles that use it every day because of this it needs to be developed both from adding sections and planning new roads (in this case overcoming the limitations of the volume of vehicles that use it in other words jams).The existence of this thesis is to analyze the condition of vertical alignment and horizontal alignment on the Majalengka (Panyingkiran-Baribis) North Ring road section which is precisely at the coordinate point X = 189856; Y = 9245977 (Panyingkiran) and ends at the coordinate point X = 195737; Y = 9246251 (Baribis), which at the moment is not comfortable due to the lack of superelevation on the road.Keywords: Transportation, Congestion, Vehicle Volume.
ANALISIS PENINGKATAN JALAN PADA RUAS JALAN SITANGGAL – SLAWI Agus Gunawan; Saihul Anwar; Nikko Rozy
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 5 No 6 (2016): JURNAL KONSTRUKSI (AGUSTUS 2016)
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.v5i6.3820

Abstract

ABSTRAKRuas jalan Sitanggal – Slawi merupakan prasarana transportasi, merupakan jalur alternatif Kabupaten Brebes menuju Kabupaten Slawi dan sebaliknya, saat ini kondisi ruas jalan ini memiliki Lebar 6 m dilihat dari kondisi fisiknya jalan ini tidak mencerminkan statusnya yang merupakan jalan provinsi. Tujuan dari penelitian ini adalah untuk mendapatkan gambaran peningkatan yang terjadi, untuk meningkatkan volume lalu lintas di ruas jalan tersebut dan besarnya persentase kendaraan yang melintas pada ruas jalan Sitanggal – Slawi.Daerah jalan Sitanggal – Slawi ini memiliki kapasitas jalan sebesar 2454 smp/jam dengan derajat kejenuhannya 0.31 yang termasuk kedalam tingkat pelayanan C. Ruas jalan Sitanggal – Slawi ini memiliki kapasitas jalan pada tahun 2023,didapat volume lalu lintas sebesar 1844  dan derajat kejenuhannya 0,75,sehingga perlu dilakukan pelebaran jalan menjadi 7 m. Daerah ruas jalan Sitanggal – Slawi memiliki intensitas curah hujan yang cukup tinggi, yaitu berkisar antara 1000 – 5000 mm/tahun. Daerah ini berada di kelandaian jalan 10% dan memiliki persentase kendaraan sebesar  30%.            Setelah melakukan analisis dan perhitungan pelebaran diketahui tebal lapisan tambahan pada ruas jalan Sitanggal – Slawi adalah 12 cm dengan jenis aspal Laston 590.Kata Kunci : Volume Lalu Lintas, Lapisan Tambahan, Pelebaran Jalan ABSTRACT            Road section Sitanggal - Slawi was a means of transportation, an alternative route towards Brebes Regency Slawi and vice versa , the current condition of this road has a width of 6 m seen from his physical condition does not reflect the status of this road which is a provincial road .The purpose of this research is to gain an increase occurs , to increase the volume of traffic on these roads and the percentage of passing vehicles on the road Sitanggal - Slawi .            Street area Sitanggal - Slawi has the capacity of 2454 smp / hour with a degree of saturation 0:31 are included in the service level C.Road section Sitanggal - Slawi have a capacity road in 2023 , obtained the volume of traffic by 1844 and the degree of saturation of 0.75 , so it is necessary to widen the road to 7 m .Regional roads Sitanggal - Slawi has the intensity of rainfall is quite high , ranging between 1000 - 5000 mm / year . This area is in the flatness of the 10 % and the percentage of vehicles by 30 % .After analysis and calculation deketahui widening thick extra layer on roads Sitanggal - Slawi is 12 cm with the type of asphalt Laston 590 .Keywords : Volume Traffic, Layer Supplement, Widening Road.
ANALISIS PENINGKATAN PADA RUAS JALAN KERSANA – BANJARHARJO KABUPATEN BREBES Salman Alparis; Saihul Anwar; Nikko Rozy
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 6 No 1 (2017): JURNAL KONSTRUKSI (JANUARI 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.v6i1.3823

Abstract

ABSTRAKRuas jalan Kersana – Banjarharjo yang  menghubungkan Kec. Kersana dan Kec. Banjarharjo Kab. Brebes Jawa Tengah ini memiliki kondisi jalan yang kecil dan pada kondisi existing  ruas jalan ini mengalami kerusakan yang cukup parah. Panjang ruas jalan yang akan dilakukan analisis 6.3 KM dilihat dari  kondisi fisiknya jalan ini tidak mencerminkan statusnya yang merupakan jalan  provinsi.Tujuan penelitian ini adalah  untuk mendapatkan gambar peningkatan yang terjadi, untuk meningkatkan volume lalu lintas pada ruas jalan tersebut dan besarnya presentase kendaraan yang melintasi ruas jalan Kersana -  Banjarharjo.Daerah ruas Kersana – Banjarharjo ini memiliki kapasitas jalan sebesar 1884 smp/jam dengan derajat kejenuhan 0,32 yang termasuk pada tingkat pelayanan B. Daerah ruas jalan Kersana – Banjarharjo ini memiliki volume kapasitas jalan pada tahun 2026 memiliki volume lalu lintas sebesar 2940 dan derajat kejenuhan 0,64 dan pelebaran jalan menjadi 7 m.Setelah melakukan analisis dan perhitungan diketahui tebal lapisan tambahan pada ruas jalan Kersana – Banjarharjo adalah 13 cm dengan jenis aspal Laston 590.Kata Kunci : Transportasi, Komponen Kendaraan, dan Geometrik jalan.ABSTRACTKersana–Banjarharjo road which connects the Kec. Kersana and Kec. Banjarharjo Kab. Brebes, Central Java has a small road conditions and on the conditions of existing roads suffered substantial damage. The length of roads is going to do an analysis of 6.3 KM views of his physical condition this way does not reflect its status which is a provincial road.The purpose of this research is to get a picture of the increase that occurred, to increase the volume of traffic on the roads and the magnitude of the percentage of vehicles that cross roads Kersana-Banjarharjo.Kersana segment – Banjarharjo area has a capacity of 1884 road junior high school with a degree of saturation 0.32 which included on the level of service b. Kersana roads Area – Banjarharjo has a volume capacity of the road in the year 2026 has a traffic volume of 2940 and the degree of saturation 0.64 and road widening to 7 m.After doing the analysis  and calculation of the additional  layer  thickness  on  unknown  roads  Kersana  –  Banjarharjo  is 13 cm long with a type of asphalt Laston 590. Keywords: Transport, Vehicle Components, and Geometric Way.
ANALISIS MANAJEMEN KONSTRUKSI PROYEK JEMBATAN PAKUBEUREUM KECAMATAN KADIPATEN KABUPATEN MAJALENGKA Dikdik Nur Fahmi; Saihul Anwar; Nikko Rozy
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 6 No 6 (2017): JURNAL KONSTRUKSI (APRIL 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.v6i6.3875

Abstract

ABSTRAKJembatan adalah suatu konstruksi yang berfungsi untuk melewatkan lalu lintas yang terputus pada kedua ujungnya akibat adanya hambatan berupa: sungai/lintasan air, lembah, jalan/jalan kereta api yang menyilang dibawahnya. Struktur bawah jembatan adalah pondasi. Suatu sistem pondasi harus dihitung untuk menjamin keamanan, kestabilan bangunan diatasnya, tidak boleh terjadi penurunan sebagian atau seluruhnya melebihi batas-batas yang diinginkan.Penelitian ini dilakukan untuk mengetahui kinerja tenaga kerja dan peralatan yang digunakan pada pelaksanaan proyek, Kinerja Waktu dan Biaya akhir pelaksanaan proyek, spesifikasi bahan/material yang digunakan pada pelaksanaan proyek, mengetahui Metode Pelaksanaan pada proyek Jembatan Pakubeureum Kecamatan Kadipaten Kabupaten Majalengka.Hasil Penelitian menunjukkan bahwa Rencana Anggaran Biaya yang dikeluarkan untuk Pembangunan Jembatan Pakubeureum sebesar Rp. 4.461.762.521,66. Kemudian dengan menggunakan Analisa Critical Path Method Penyelesaian Pekerjaan membutuhkan waktu selama 20 minggu. Kata Kunci     : Manajemen Konstruksi, Volume, RAB, Barchart, Kurva S, dan Critical Path Method.  ABSTRACT          The bridge is a construction which acts to bypass the traffic is cut off at both ends due to barriers such as rivers/water passage, the valley, the road/railroad crossing underneath. Under the structure of the bridge is the foundation. A foundation system must be calculated to ensure the security, the stability of the building thereon, shall not be decreased partially or wholly beyond the boundaries desired.          His study was conducted to determine the performance of the labor and equipment used in the implementation of the project, Time and Cost Performance of projects, material specifications / material used in the implementation of the project, knowing Implementation Method on Bridge project Pakubeureum Duchy District of Majalengka.          Research results show that the Budget Plan issued for Bridge Construction Pakubeureum Rp.4.461.762.521,66. Then by using the Critical Path Method Analysis of Completion takes as long as 20 weeks.  Keyword         : Construction Management, Volume, RAB, Barchart, S Curve, and Critical Path Method.
ANALISIS MANAJEMEN KONSTRUKSI PEMBANGUNAN GEDUNG PK – PPK BANDAR UDARA INTERNASIONAL JAWA BARAT KERTAJATI , MAJALENGKA Opi Tresna Hamdani; Nikko Rozy
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.v7i4.3905

Abstract

"> ABSTRAKManajemen proyek merupakan proses terpadu dimana individu-individu sebagai bagian dariorganisasi dilibatkan untuk memelihara, mengembangkan, mengembalikan dan menjalankan programdengan menggunakan sumber daya terbatas secara efisien, efektif dan tepat waktu dalam menyelesaikansuatu proyek yang telaah direncanakan, yang kesemuanya diarahkan pada sasaran yang telah ditetapkandan berlangsung terus menerus seiring berjalanya waktu.Penelitian ini dilakukan untuk menganalisa Manajemen konstruksi perencanaan pembangunanGedung PK-PPK Mulai dari menghitung volume, Rencana anggaran biaya, Metode Barchart ,Kurva S, danMenganalisa Critical Path Method. Tujuan dicapai melalui studi Literatur, Pengumpulan data – data teknis,dan peninjauan data berupa gambar bestek.Hasil penelitian menunjukan bahwa Rencana Anggaran Biaya yang dikeluarkan untukpembangunan Gedung PK-PPK 3 Lantai sebesar Rp. 14.492.563.000 Kemudian dengan menggunakananalisa Critical Path Method Penyelesaian Pekerjaan membutuhkan waktu selama 17 minggu.Kata kunci : Manajemen Konstruksi, Volume, RAB, Barchart, Kurva S, Critical Path MethodABSTRACTProject Management is the process by which individuals are the integrated as part of anorganization involved to maintain, develop, control, and work the program by using limited resources inan efficient, effective, and timely in targets has esthabilished and continues over time.This study was conducted to analyze the Construction Management Development Planing OficeRanging from CalculatesVolume, Budget Plan, Barchart Method, S Curve and Crical Path MethodAnalysis. And reviewof data in the from building desain.Research shows that the Budget Plain issued for contruction of a 3th floor in the amount of RP.14.492.563.000 Then by using Critical Path Method Analysis Completicion Takes as long as 17 weeks.Keyword : Construction Management, Volume, RAB, Barchart, S Curve, Critical Path Method.
ANALISIS MANAJEMEN KONSTRUKSI PEMBANGUNAN GEDUNG RAWAT INAP KELAS III RSUD WALED KABUPATEN CIREBON Prianto Wibowo; Nikko Rozy
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.v9i2.3928

Abstract

ABSTRAK Manajemen proyek adalah proses penerapan fungsi-fungsi manajemen (perencanaan, pelaksanaan, pengendalian dan koordinasi) secara sistematis pada suatu proyek dengan menggunakan sumber daya yang ada secara efektif dan efisien agar tercapai tujuan proyek secara optimal. Analisis Manajemen Konstruksi Pada Proyek Pembangunan Gedung Rawat Inap Kelas III RSUD Waled Kabupaten Cirebon ini meliputi Perhitungan Volume, RAB, Rekapitulasi Biaya dan Analisa Harga Satuan Pekerjaan, dengan menggunakan metode CPM (Critical Path Method) merupakan suatu metode dalam mengidentifikasi jalur atau item pekerjaan yang kritis. Metode CPM memecahkan masalah dengan perhitungan maju dan mundur. Dari perhitungan bobot pekerjaan berdasarkan analisis Barchart, Kurva S dan penjadwalan CPM Pembangunan Gedung Rawat Inap Kelas III RSUD Waled Kabupaten Cirebon membutuhkan waktu selama 165 hari (23 minggu) dengan perkiraan biaya kurang lebih sebesar Rp. 6,913,806,100,-.Kata Kunci : Manajemen Proyek, Bar Chart, Kurva S, CPM (Critical Path Method).
Co-Authors Abdul Khalim Agus Gunawan Alfatun J, Moch Anamy, Muhammad Zakaria Andra Andriansyah Andriansyah, Andra Cahyani, Andhiny Gita Cornelia Gina Fransisca Dikdik Nur Fahmi Dwi Novitasari Faqih Ma’arif Fatmala, Lia Harun Usman Ghifarsyam Intan A, Syabikah Muhamad Decky Pambudi Muhammad Zakaria Anamy Nabila Maulidanisa Nendang Saputra Nopa Pahlawati Nurazizah, Fadia Lutfah Opi Tresna Hamdani Pahlawati, Nopa Pitaloka, Renata Prianto Wibowo Rohaedi, Mochamad Daffa Rosita K, Dhea Saihul Anwar Salman Alparis Saputra, Nendang Siti Masitoh Sutanto, Pachri Thesa Nurshela Yanto Yanto