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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL IPTEK The Journal for Technology and Science Journal of Green Science and Technology SAINSTEK Jurnal Indonesia Sosial Teknologi Indonesian Journal of Advanced Research (IJAR) Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Journal of Green Science and Technology
Saihul Anwar
UNIVERSITAS SWADAYA GUNUNG JATI
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mechanical Engineering Social Sciences Transportation

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ANALYSIS OF CONSTRUCTION MANAGEMENT MAIN ROAD IN THE CISUMDAWU STA.21+200 – STA.22+825 TOLL ROAD PROJECT Iko Prasetio; Saihul Anwar
Journal of Green Science and Technology Vol 4, No 1 (2020): Journal of Green Science and Technology, Vol.4 No.1 (2020)
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v4i1.2927

Abstract

Construction 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 Main Road in the Cisumdawu STA.21+200 – STA.22+825 Toll Road Project , located on Pamatutan Hamlet Mulyasari – Pasir Hamlet Margamukti, Sumedang. The results of this research is the budget plan costs  completed the construction of Main Road in the Cisumdawu STA.21+200 – STA.22+825 Toll Road Project till the final stage more or less cost is Rp. 121.488.578.000 and analysis of the Critical Path Method (CPM) estimated completion of the Main Road in the Cisumdawu STA.21+200 – STA.22+825 Toll Road Project takes 58 weeks (406 days).Keywords: Construction Management, Bar Chart, S Curve, Critical Path Method. 
Comparison of Pile Bearing Capacity Based on Standard Penetration Test (SPT), Hydraulic Static Pile Driven (HSPD), and Pile Driving Analyzer (PDA) Test in The Project of Flyover Antapani – Bandung Retno Wulansari; Saihul Saihul Anwar
Journal of Green Science and Technology Vol 2, No 1 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i1.1172

Abstract

ABSTRACTThe pile foundation is one of a kind of deep foundation that serves to funnel structural loads to hard soil layers that have a high carrying. The purpose of this study was to calculate the bearing capacity of piles.Based on SPT data obtained and calculated by Mayerhoff method at point BH-01 Qult = 259,992 tons, at point BH-02 Qult = 258,234 tons, and at point BH-03 Qult = 279.586 tons, with HSPD data obtained based on reading dial pressure manometer tool is approximately from 178,365 tons - 186,120 tons, whereas with PDA obtained based on RMX value on PDA test is about 124 tons - 225 tons.The results of the calculation of bearing capacity there are differences in values, both from the use of calculation methods and the location of points reviewed. From the results of the calculation can be concluded that the big highets bearing capacity the pile is values of SPT. In values of HSPD and PDA is relative same because the method using similar method (hydraulic and wave method).
CONSTRUCTION MANAGEMENT ANALYSIS OF CIDERES HOSPITAL Zaid Al Hakim; Saihul Anwar
Journal of Green Science and Technology Vol 3, No 1 (2019): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i1.2149

Abstract

Reliable infrastructure requires effective and efficient management from the planning, structural, construction, operational and maintenance phases to the end of service life. Good management of civil infrastructure guarantees not only to save funds, but to use natural resources appropriately, thus ensuring ecological sustainability.Construction management is part of civil engineering science that focuses on managing construction projects to realize technical concepts and designs produced by other parts of civil engineering science. Construction management aims to build built physical facilities or infrastructure that is needed to support human life.Management of construction projects is becoming increasingly complex due to the many parties that interact in it and the increasingly high demands for quality of functions, comfort, security, aesthetics and sustainability. Therefore construction management is needed to ensure the efficiency and productivity of a construction project in meeting various expectations and requirements.This thesis analysis includes volume calculation, Needs of labor, materials and equipment, Bar chart, Cash flow, S Curve, method of CPM (Critical Path Method) is a method of identifying critical work paths or items. Forwards calculation, backwards calculation, free float and total float. Based on the calculation of cash flow to complete the construction of Cideres Hospital Kadipaten Dawuan Majalengka project until final stage more or less cost as much Rp. 9,034,000,000,00. These costs are divided into two parts, structure and architecture work ,for structures the cost as much Rp. 3,644,000,000,00 and for architecture the cost is Rp. 5,390,000,000,00. From the calculation of CPM scheduling analysis, the development of Cideres Hospitalproject takes time for 45 weeksKeyword: Project Management, Bar Chart, S Curve, Critical Path Method
ANALYSIS OF CONSTRUCTION MANAGEMENT CONSTRUCTION PROJECTS DEVELOPMENT OF FLATS OF TEGAL ALUR DKI JAKARTA Akhmad Jamaludin; Saihul Anwar; Bukhori Bukhori
Journal of Green Science and Technology Vol 2, No 2 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i2.1288

Abstract

Location of the development project of Tegal Alur DKI Jakarta KSO.WIKA & CAKRA in the Lingkungan III Tegal Alur West Jakarta coordinates Y: 2500.000 X: 2500.000 (West Jakarta PUPR Office)Project management is an attempt to use limited resources efficiently, effectively and on time in completing a predetermined / planned project. There are 3 activities of the basic functions of project management namely planning, implementation and control. Of the three activities are controlled resources on a project that includes manpower, equipment, materials, money and methods.Analysis of Construction Management of Jakarta TegalAlur DKI Jakarta Project Development Project includes Analysis of Work Implementation Method, Volume Calculation and Budget Plan of Jakarta TegalAlur DKI Jakarta Development Project, Schedule Compilation at TegalAlur DKI Jakarta Flower Housing Project, Cash Flow Analysis On Development Project of TegalAlur DKI Jakarta Flats.This research methodology is composed of several main stages, namely Preparation of Survey and Identification of Field, Seeking primary data and secondary data in related institution and department needed to complete data needed in preparation of thesis, Conducting analysis of data obtained through identification problem and make formulation, Taking conclusions and suggestions from the results of research.With Budget Plan Cost and calculation of workload of Jakarta Flat Development Project TegalAlur DKI Jakarta resulted in Working Time Plan takes 231 days using CPM scheduling method with estimated cost of Rp. 36.690.228.549 Keywords         :Project Management, Bar Chart, Curva S, CPM (Critical Path Method)
Penurunan Nilai Ekonomi Akibat Penurunan Nilai Kinerja Jaringan Irigasi D.I. Waduk Darma Dennis Bintang Nugroho; Saihul Anwar
Jurnal Indonesia Sosial Teknologi Vol. 2 No. 05 (2021): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (5651.183 KB) | DOI: 10.36418/jist.v2i5.144

Abstract

Air merupakan bagian dari sumber daya alam sekaligus juga sebagai bagian dari ekosistem. Kuantitas dan kualitasnya pada lokasi dan waktu tertentu tergantung dan dipengaruhi oleh berbagai hal, berbagai kepentingan dan berbagai tujuan. Seiring dengan pertumbuhan penduduk, berbagai persoalan yang terkait dengan air atau sumber daya air telah dan terus berlangsung. Ketersediaan air cenderung menurun namun di lain pihak kebutuhan air semakin meningkat. Dengan kata lain, air yang tersedia di alam yang secara potensial dapat dimanfaatkan manusia sangat terbatas jumlahnya. Penelitian ini bertujuan untuk menganalisis ketersediaan air di daerah Waduk Darma apakah antara debit andalan, debit kebutuhan di Daerah Irigasi Waduk Darma tercukupi di antara lain ke beberapa daerah irigasi dengan melalui Bendung Kuningan/Surakatiga (525 ha), Bendung Cipikul (436 Ha), Bendung Bantarwangi (535 Ha), Bendung Citanggulun (873 Ha), Bendung Ciparigi (295 Ha), sesuai dengan kebutuhannya.Mengetahui Kondisi dan fungsi jaringan dan bangunan irigasi di. DI. Waduk Darma berfungsi baik atau tidak.Penelitian ini juga bertujuan untu mengetahai biaya AKNOP di DI Waduk Darma. Penelitian ini juga bertujuan untuk menghitung nilai penurunan ekonomi. Hasil yang diperoleh dari penelitian ini adalah. Debit andalan Daerah Irigasi Waduk Darma dari tahun 2004- 2014 lebih besar dari debit kebutuhan dengan demikian debit kebutuhan dapat terpenuhi.Kondisi jaringan irigasi Daerah Irigasi Waduk Darma dari tahun 2004- 2014 kurang berfungsi dengan ditunjukan prosentase rata-rata sebesar 54,66 %.Kondisi bangunan Daerah Irigasi Waduk Darma dari tahun 2004-2014 berfungsi Sedang hal tersebut ditunjukan dengan prosentase rata-rata 59,72 %.Dari hasil perhitungan yang telah dilakukan maka didapatkan biaya AKNOP di daerah irigasi Waduk Darma sebesar Rp. 6.032.844.700,00 (enam milyar tiga puluh dua juta delapan ratus empat puluh empat ribu tujuh ratus rupiah). Dari perhitungan analisis ekonomi nilai penurunan produksi padi pada DI Waduk Darma dari tahun 2004 sampai 2014 di debit maksimum pada MT.1 sebesar 1.573,2 ton, MT.2 sebesar 1.283,4 ton dan MT.3 sebesar 679,8 ton. Di debit Q80 pada MT.1 sebesar 1.770 ton, MT.2 sebesar 4.170 ton dan MT.3 sebesar 3.234 ton. Di debit minimum pada MT.1 sebesar 12.939,6 ton, MT.2 sebesar 11.101,2 ton dan MT.3 sebesar 6.085,2 ton.
Evaluasi Kinerja Kelembagaan P3A Pada Daerah Irigasi Pamukkulu Dalam Menghadapi Modernisasi Utami, Diah; Kurniyaningrum, Endah; Anwar, Saihul
SAINSTEK Vol. 12 No. 1 (2024)
Publisher : Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/js.v12i1.212

Abstract

Daerah Irigasi Pamukkulu termasuk salah satu daerah irigasi yang dirancang menjadi daerah irigasi premium. Pada penelitian ini, kelembagaan yang diteliti yaitu P3A. Pada DI Pamukkulu kondisi P3A diantaranya belum mandirinya P3A dan masih sering terjadi konflik pembagian air. Sehingga dengan kondisi P3A tersebut maka perlu dilakukan optimalisasi P3A dalam menunjang persiapan modernisasi irigasi pada DI Pamukkulu. Metode penelitian yang digunakan yaitu dengan pengisian kuisioner, wawancara dan observasi lapangan. Subyek penelitian yaitu 53 ketua Perkumpulan Petani Pemakai Air (P3A) yang memanfaatkan air irigasi di Daerah Irigasi Pamukkulu. Untuk penilaian P3A pada penelitian ini berdasarkan empat aspek/indikator, meliputi aspek organisasi teknis irigasi, usaha tani, pembiayaan. Analisis data dilakukan berdasarkan statistik. Hasil penelitian terkait kesiapan kelembagaan P3A ini didapat bahwa sebesar 77,4% atau 41 unit P3A di Daerah Irigasi Pamukkulu berada dalam tahap sedang berkembang dengan status lanjut sehingga dapat dilakukan modernisasi irigasi dan perlu adanya beberapa perbaikan pada bagian tertentu untuk persiapan modernisasi.
MANAGEMENT ANALYSIS OF CONSTRUCTION PROJECT CIPAGER CHECK DAM OF KUNINGAN REGENCY Dian Indra Rosdiana; Saihul Anwar
Journal of Green Science and Technology Vol 1 No 1 (2017): Journal of Green Science and Technology
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v1i1.1033

Abstract

Project management is one important aspect in the application of knowledge, expertise and skills to achieve the goals or objectives that have been determined in order to obtain optimum results in terms of performance, time, quality and safety.This study was conducted to analyze the Check Dam Project Construction Management Cipager River Kuningan start of calculating volume,implementation works, supplies (tools, labor, materials)budget plan, method, barchart, s curve, analysis critical path method and cash flow.          The results showed that the budget plan costs incurred to complete the CipagerCheck Dam RiverOf Kuningan RegencyRp. 6.140.922.000,00(Six billion one hundred forty million Nine hundred twenty two thousand rupiah) including 10% VAT. Then by using analysis critical path method, completion takes as long as 25 weeks, or 175 calendar days.
TRAFFIC PLANNING IN KUNINGAN CITY CENTER Diky Irdianto Pratama Pratama; Saihul Anwar
Journal of Green Science and Technology Vol 1 No 1 (2017): Journal of Green Science and Technology
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v1i1.1035

Abstract

This research was conducted to improve the performance of service of Siliwangi Road which decreased. The data obtained from the Department of Transportation brass form LHR data brass city, road length, and the average speed of the vehicle, Then in if the degree of saturation of the Road in order to know the success of the New Planning. To facilitate the research and also because it has different problems Siliwangi road for 2 parts cut off by crossing, Siliwangi Street 1 which starts from Cijoho roundabout Until the intersection near Smpn 1 Kuningan has LHR 2563 smp with degree of saturation 0,97 at level Service E and Jalan Siliwangi 2 starting from intersection of Smpn 1 Kuningan Until the junction of Jalan Veteran has LHR 1761 smp with degree of saturation 0,67 level of service C. After in doing traffic engineering level of road service go up, Siliwangi Street 1 become C with degree of saturation 0.57 also Jalan Siliwangi 2 level service C with degree of saturation 0,51.
Comparison of Pile Bearing Capacity Based on Standard Penetration Test (SPT), Hydraulic Static Pile Driven (HSPD), and Pile Driving Analyzer (PDA) Test in The Project of Flyover Antapani – Bandung Retno Wulansari; Saihul Saihul Anwar
Journal of Green Science and Technology Vol 2 No 1 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i1.1172

Abstract

ABSTRACTThe pile foundation is one of a kind of deep foundation that serves to funnel structural loads to hard soil layers that have a high carrying. The purpose of this study was to calculate the bearing capacity of piles.Based on SPT data obtained and calculated by Mayerhoff method at point BH-01 Qult = 259,992 tons, at point BH-02 Qult = 258,234 tons, and at point BH-03 Qult = 279.586 tons, with HSPD data obtained based on reading dial pressure manometer tool is approximately from 178,365 tons - 186,120 tons, whereas with PDA obtained based on RMX value on PDA test is about 124 tons - 225 tons.The results of the calculation of bearing capacity there are differences in values, both from the use of calculation methods and the location of points reviewed. From the results of the calculation can be concluded that the big highets bearing capacity the pile is values of SPT. In values of HSPD and PDA is relative same because the method using similar method (hydraulic and wave method).
ANALYSIS OF HYDROLOGY OF THE KALIGUNG RIVER AT TEGAL Disty Prasanty; Saihul Anwar
Journal of Green Science and Technology Vol 2 No 1 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i1.1173

Abstract

ABSTRACTRivers drain water by embracing a gravitational philosophy, in which water always flows from high to low or downstream to downstream. The process of river water flow is an endless natural process, closing the hydrological cycle by restoring the river runoff to the sea. For centuries, rivers have been used as a source of clean water, meeting human needs for drinking water, sanitation, irrigation, and so on. Large rivers are dammed to store water in the wet season and use it in the dry season for various purposes.Kali Gung or Kaligung or also known as Kaligung river is a river that flows in Tegal regency, Central Java. This river is one of the largest rivers in Tegal besides Kali Ketiwon and Kali Kemiri. This river is called Kali Gung because it is tangent to the spring that comes from Mount Agung is an ancient name from Mount Slamet in pre-Islamic times in Java. Upstream or spring water Kaligung located in the north of Mount Slamet and empties to the north precisely in the sea of Java.Keywords: Hydrologycal cycle, rivers, downstream, upstream, Kaligung.
Co-Authors Abdul Wahid Abdur Rahman Ade Wahab Aghniya, Shilvy Agung Prasetyo Agus Gunawan Ahmad Mansubun Zamanudin Ainun Yusri Akbar Winasis Akhmad Jamaludin Aldi Aldi Andi Darmawan Andri Prabowo Anggriani, Esa Arief Firmanto Arief Ridho Syaepullah Arif Kurnia Nugraha Arip Saepudin Aryati Indah Kusumastuti Asep Agung Awliya Tribhuwana Azi Ibrahim Humaidi Baban Sobana Bagas Ramadhan Bukhori Bukhori Bukhori, Bukhori Cepi Maulana Christhoper Anderson Dea Devira Hidayati Deni Setiaji Dennis Bintang Nugroho Diah Utami, Diah Dian Indra Rosdiana Dikdik Nur Fahmi Diky Irdianto Pratama Pratama Dinni Fitri Fadilah Disty Prasanty Eki Danet Pranata Putra Endah Kurniyaningrum Esa Anggriani Fadhilah, Qalya Fadilah, Dinni Fitri Fahmi Arif Rahman Fani Andriani Faozie Novatrianto Faqih Mubarok Amin Faridah Ilmi Firdan Agustiarsyah Fisti Variandini Senjaya Gunawan Gunawan Gunawan Gunawan Hakim, Zaid Al Hamdan Ali Khapid Handri Wildan Fauzi Harry Harpriyanto Heri Mulyono Ikhwanul Fakhri Mu'afa Ikhwanul Fakhri Mu'afa Iko Prasetio Iwan Rudiawan Iyus Imam Jamaludin, Akhmad Jepry Jepry Karim Karim KHUSNUL HOTIMAH Liani Dwi Utari Mahendra, Bobby Maulana, Cepi Mohamad Azhari Muhamad Faisal Firdaus Muhamad Salman Salahuddin Muhammad Lukie Yudhistira Muhammad Yassin Zubair Pratama Mutamakin Mutamakin N.I.S, Septi Dwi Nikko Rozy Nikko Rozy Nopa Pahlawati Nugroho, Dennis Bintang Nurdiyanto Nurdiyanto Nurfatah Alkarim Ohan Farhan Oky Fajar Rochman Osep Saepul Azhar Pahlawati, Nopa Panangian Situmorang Pebi Mahar Ramadhan Prasanty, Disty Prasetio, Iko Pratama, Diky Irdianto Pratama Recky Dwi Permadi Retno Wulansari Ridlo Hafizh Alim Rizal Pikih Pratama Rochman, Oky Fajar Rosdiana, Dian Indra Roza Legawa Saeful Hadi Salman Alparis Septi Dwi N.I.S Shilvy Aghniya Sigit Hidayat Siti Masitoh Suhadi Suhadi Sujarwadi, Jajang Sulaiman Alizulfiqar Sulistijo Edhy Purnomo TATI NURHAYATI Teguh Santoso Tri Rezki Wahyu Azhari Trisno Adi Saputra Wildan Alfian Wisnu Saefuloh Yanto Heryanto Yudha Prigadi Yudi Sutomo Zaid Al Hakim Zaki, M.