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MANAJEMEN KONSTRUKSI PROYEK PEMBANGUNAN GUEST HOUSE SUTAN RAJA KOTA CIREBON Muhammad Imam Munandar; Ingrid Multi Rezeki
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 6 No 2 (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.v6i2.3836

ABSTRAKSasaran Manajemen Konstruksi adalah mengelola fungsi manajemen atau mengatur pelaksanaan pembangunan sedemikian rupa sehingga diperoleh hasil optimal sesuaiÂ dengan persyaratan(spesification) untuk keperluan pencapaian tujuan ini, perlu diperhatikan pula mengenai mutu bangunan,biaya yang digunakan dan waktu pelaksanaan Dalam rangka pencapaian hasil ini selalu diusahakan pelaksanaan pengawasan mutu ( Quality Control ) , pengawasan biaya ( Cost Control ) dan pengawasan waktu pelaksanaan ( Time Control ).Pada pembangunan Guest House Sutan Raja seluas berlantai 4 ini membutuhkan Manajemen Kontruksi, yaitu dalam lingkup, kinerja waktu dan biaya.Â Metode yang digunakan dalam penelitian ini adalah metode Bar chart, kurva S dan CPM .ketiga metode tersebut untuk menganalisis mutu, biaya dan waktu pada proyek ini agar perencanaan pembangunan proyek ini berjalan dengan sesuai yang direncanakan.Dari perhitungan bobot pekerjaan di estimasikan penyelesaian pekerjaan Pembangunan Guest House Sutan Raja mebutuhkan waktu waktu 291 hari, akan tetapi berdasarkan analisis penjadwalan Kurva S dan CPM pembangunan Guest House Sutan Raja membutuhkan waktu selama 204 hari dengan perkiraan biaya kurang lebih Rp. 7.370.000.000,- .Â Kata KunciÂ :Â Â Manajemen konstruksi proyek, kinerja biaya dan waktu, Metode Barchart, Metode Â Â Kurva S, Critical Path Method ( CPM )Â Â ABSTRACTThe target of Management Construction is to manage the function of the management or set the implementation of the building in such a way so obtained optimum results appropriate with the requirements ( specification ) for utility this purposes, it necessary to noted also on the quality of the building, the cost of used and time the implementation of the in order to achieving the result is always effort the implementation of the quality of supervision ( Quality Control ), scrutiny cost ( Cost Control ) and supervision time the implementation of the ( Time Control ) . The application concept of management contruction which good is began from planning, plan and implementation.On the construction of Guest House Sutan Raja floored 4 it needs Management Construction, namely in the scope of, the performance of the time and cost. Methods used in this study is the Bar chart, the curves S and CPM . These methods to analyze quality, the cost of and time on this project that planning development this project appropriate with as planned.From the calculating the weight of work in estimation settlement construction work, Guest House Sutan Raja takes 291 day. Will be based on the analysis of scheduling her curve s and CPM on the construction of Guset House Sutan Raja takes time for 204 day with forecasts cost more less 7.370.000.000 rupiahs. Â Keywords : Construction Management, Volume, Needs Analysis (Equipment, Materials and Labor) RAB, barchart, S curve, Critical Path Method.

PENGEMBANGAN PASAR RUMPUT DESA KARANGMULYA KECAMATAN PLUMBON Astra Nur Syiam Sidik; Ingrid Multi Rezeki
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 8 No 2 (2019): JURNAL KONSTRUKSI (APRIL 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.v8i2.3921

ABSTRAKPasar tradisional seringkali dianggap sebagai salah satu prasarana yang membawa citra burukbagi estetika kota. Begitu pula kondisi Pasar Rumput Desa Karangmulya di Kabupaten Cirebon saat ini.Hal ini juga terjadi karena tata ruang pasar yang kurang dipelihara oleh pengelola. Pengelolaan pasaryang buruk, sarana dan prasarana yang sangat minim serta jumlah pedagang yang semakin meningkatdisetiap tahun menyebabkan pasar bertambah sesak, kumuh dan tidak teratur. Hal ini merupakanpermasalahan klasik yang menyebabkan ketidaknyamanan dalam berbelanja.Oleh karena itu perlu adanya revitalisasi dengan memaksimalkan lahan yang tersedia denganmenambah fasilitas Pasar Rumput Desa Karangmulya di Kabupaten Cirebon. Metode yang di gunakandalam analisa kelayakan Pasar Rumput Desa Karangmulya di Kabupaten Cirebon adalah Metode Swot.Selain dengan metode Swot pengumpulan data dengan quisoner dan wawancara ,membantu agar potensipasar dan wilayah industry di sekitarnya mampu meningkatkan perekonomian warga.Hasil Penelitian yakni dengan mengembangkan Pasar Rumput Desa Karangmulya di KabupatenCirebon dengan tetap memanfaatkan lahan yang tersedia. Sehingga untuk bangunan utama pasar akandibuat menjadi 2 (dua) lantai berkonsep semi modern. Dengan pembagian Lantai 1 33 kios (4m x 4m), 40Los (1,5m x 1.5m), 33 Los (3,5m x 1.05m), 44 lamparkan Lantai 2 60 Kios (4m x 4m). Maka di dapatkan211 pedagang.Kata Kunci : Pengembangan Pasar, Swot, Cirebon, Revitalisasi

PENGEMBANGAN PASAR GALUH DESA LURAGUNG LANDEUH KECAMATAN LURAGUNG KABUPATEN KUNINGAN Muhammad Ilham Ramdhani; Ingrid Multi Rezeki
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.v9i2.3927

ABSTRAKKecamatan Luragung mempunyai satu pasar tradisional yang menjadi pusat perdaganganterbesar, dengan letak pasar yang strategis dan jenis pedagang yang berbeda-beda, serta penjualan produkunggulan Kecamatan Luragung terletak dipasar tersebut menjadikan pasar ini ramai oleh konsumen. PasarGaluh Luragung termasuk pasar tradisional dengan kondisi pasar yang masih kurang layak dikarenakanmasih bercampurnya para jenis pedagang seperti, kios pedagang sayur yang bersebelahan dengan kiospedagang pakaian yang menyebabkan pakaian kotor, area parkir yang tidak teratur, serta tidak adanyatempat pembuangan sampah (TPS) yang memadai.Tujuan penelitian ini adalah untuk menganalisis kondisi eksisting pasar dari hasil aspirasikonsumen dan pedagang, proyeksi pertambahan pedagang, analisis pengembangan pasar dengan metodePOAC (Planning, Organizing, Actuating, and Controling), pembuatan desain pasar menggunakanAutoCAD 2007 dan Sketch Up.Kesimpulan yang didapat dari hasil analisis adalah perlu adanya penambahan ruang pasarberdasarkan analisis proyeksi jumlah pedagang untuk tahun 2023 dengan cara membangun pasar menjadibangunan 3 (tiga) lantai, penambahan fasilitas pasar berdasarkan SNI pasar rakyat, penambahan ruangparkir, dan penataan kembali para pedagang dan jenis dagangannya.Kata Kunci : Pasar Galuh Luragung, Pengembangan Pasar, Metode POAC.

Analysis Of Soil Resistance To Liquefaction With Standard Penetration Test Hidayat, Rifky Arif Aziz; Irfan, Mochammad; Tejo, Abdurrachman Aryo; Rezeki, Ingrid Multi
Equivalent: Jurnal Ilmiah Sosial Teknik Vol. 7 No. 1 (2025): Equivalent: Jurnal Ilmiah Sosial Teknik
Publisher : Politeknik Siber Cerdika Internasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59261/jequi.v7i1.222

A phenomenon known as liquefaction occurs when soil loses strength and turns to mud due to earthquake shaking, which can cause damage to infrastructure such as underpass boxes. Based on data from the National Center for Earthquake Studies, Semarang City has a history of earthquakes dating back to 1856 with varying degrees of infrastructure damage. Currently, the phenomenon poses a threat to the people of Semarang City caused by an active fault that runs along the north coast of Central Java. So, this research aims to analyze the soil resistance to liquefaction in the Preliminary Project of Capacity Improvement of Pedestrian Box Underpass Karangingas II Semarang using the Standard Penetration Test (SPT). The data obtained were analyzed using the simplified method proposed by Seed & Idriss (1971). The results show that the soil resistance to liquefaction at a depth of 0 - 4 meters at point BH-02 is quite high, with a safety factor (SF) value greater than 1, so no liquefaction occurs. However, at a depth of 4 - 8 meters, the SF value is less than 1, indicating the liquefaction potential. At points BH-01 and BH-03, the analysis shows the potential for liquefaction at all depths tested. Based on the analysis results, two of the three locations of the box underpass capacity enhancement project have the potential to experience liquefaction, with point two only experiencing liquefaction at a certain depth. Therefore, liquefaction prevention measures are required in these areas.

Correlation Study of Shrinkage Expansion Potential of Clay Soil In PLTMH Cileunca, Pangalengan, Bandung, Indonesia Kurniawan, Indra Fajar; Maulana, Ahmad Rizky Ananda; Naufal, Muhammad Faris; Rezeki, Ingrid Multi
Jurnal Ekonomi Teknologi dan Bisnis (JETBIS) Vol. 3 No. 11 (2024): JETBIS : Journal Of Economich, Technology and Business
Publisher : Al-Makki Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57185/jetbis.v3i11.161

Mini Hydro Power Plants (MHPs) utilize the potential of water to generate electrical energy. However, construction on clay soils that have the potential to expand and contract can affect the stability of the structure. This study aims to evaluate the potential for soil development in the Cileunca MHP. The methods used to determine soil development potential include Chen (1988), Skempton (1953), and Seeds (1962) methods. Mineral identification was conducted through X-Ray Diffraction (XRD) testing of soil samples taken by the handboring method. The results of the analysis showed that the Skempton method showed 67% of the samples had activity values > 0.75 (“high” category). The Chen method indicated 60% of the samples had a plasticity index (PI) > 35% (“very high” category). The Seeds method indicated 73% of the samples had a development potential > 25% (very high category). XRD testing indicated the dominant mineral was dehydrated Halloysite (Al2Si5(OH)4). The soil at the Cileunca MHP site has a high development potential that can damage building foundations. Foundation stability is strongly influenced by expansive soil properties, so soil stabilization treatment is needed to prevent structural damage. This study concludes that the soil at the Cileunca MHP site has a high development potential, which can cause structural problems. Therefore, soil stabilization treatment is highly recommended to ensure the stability of the building foundation

Inovasi Kerajinan Ecoprint Berbasis Lingkungan: Workshop Kreativitas untuk Pemberdayaan Perempuan Desa Padamenak Rezeki, Ingrid Multi; Meidelina, Alya Verda; Rahmah, Jasmine Aulia; Alfiyan, Mohammad Rosid; Yani, Sri
El-Mujtama: Jurnal Pengabdian Masyarakat Vol. 5 No. 2 (2025): El-Mujtama: Jurnal Pengabdian Masyarakat
Publisher : Intitut Agama Islam Nasional Laa Roiba Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47467/elmujtama.v5i2.6599

Padamenak Village, located in the Jalaksana District, covers an area of 33.130 hectares and is situated at an altitude of 500-600 meters above sea level, with a tropical climate. It consists of 2 RW (neighborhood units) and 6 RT (community units), divided into two hamlets: Dusun Padaasih and Dusun Padamulya. One of the initiatives for empowering women is the ecoprint craft training, which utilizes natural materials without harmful chemicals. Through this workshop, women are trained to create fabrics, bags, and accessories based on ecoprint, enhancing their skills and economic independence. This program not only enriches the art of handicrafts but also supports a sustainable creative economy.

Analysis of The Stability of The Temporary Tunnel Support Structure in The Excavation Phase of The Cipanas Dam Tunnel Rezeki, Ingrid Multi; prasetyo, singgihangga
Journal of Green Science and Technology Vol 8 No 2 (2024): Journal of Green Science and Technology Vol.8 No.2 September 2024
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v8i2.9438

Dams are generally equipped with bypass tunnels. The circumvention tunnel functions to maintain the safety of the dam and can reduce excessive water pressure around the dam. This can help prevent collapse or damage to the dam structure due to excess pressure. The objectives of this research are to determine the implementation of making temporary support structures in tunnels, to obtain the maximum stress values that occur in temporary tunnel support structures, to obtain deformation values that occur in tunnels and safety factors related to the use of steel H Beam as reinforcement, to find out the results of stability analysis. tunnel temporary support structure. Method for analyzing soil stability during the installation of steel supports during the implementation of bypass channel work using the 2D plaxis program approach. The main stress in the Cipanas dam tunnel is tensile stress. The maximum tensile stress occurs at the top of the tunnel due to gravity and groundwater loads. Axial deformation in the Cipanas dam tunnel is deformation that occurs in the direction of the tunnel axis. Maximum axial deformation occurs at the top of the tunnel due to gravity and groundwater loads. Data from stress analysis and deformation analysis at Sta. 0+180.76 total stress -1.56*103kN/m2 relative shear stresses 0.99 deformed mesh 34.84*10-9 m scealead up 100.00*106 total displacement 34.86*10-9 E-mst 1.00, Sta. 0+280.76 total stress -2.82*103kN/m2 relative shear stresses 0.72 deformed mesh 613.16*10-6 m scealead up 10.00*103 total displacement 613.16*10-6 E-mst 1.00, Sta. 0+480.76 total stress -1.61*103kN/m2 relative shear stresses 1.00 deformed mesh 2.19*106 m scealead up 2.00*10-6 total displacement 2.19*106 E-mst 1.938 Keyword: Main Dam, Avoidance Tunnel, Stability.

Inovasi Kerajinan Ecoprint Berbasis Lingkungan: Workshop Kreativitas untuk Pemberdayaan Perempuan Desa Padamenak Multi Rezeki, Ingrid; Verda Meidelina, Alya; Aulia Rahmah, Jasmine
Jurnal Pintar Abdimas Vol 3 No 2 (2023): Volume 3 Nomor 2 Tahun 2023
Publisher : Lembaga Pengabdian Masyarakat Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar

Padamenak adalah salah satu desa di Kecamatan Jalaksana dengan luas wilayah 33,130 hektar, berada pada ketinggian 500-600 meter di atas permukaan laut (mdpl), dan memiliki iklim tropis. Desa ini terdiri dari 2 RW dan 6 RT yang terbagi menjadi 2 dusun, yaitu Dusun Padaasih dan Dusun Padamulya. Salah satu pendekatan inovatif dalam upaya pemberdayaan perempuan, terutama di Desa Padamenak, adalah membuat kerajinan ecoprint yang berbasis lingkungan. Ecoprint adalah metode pencetakan motif alami pada kain tanpa bahan kimia berbahaya yang menggunakan daun, bunga, dan bagian tumbuhan lainnya. Perempuan desa dilatih untuk membuat barang kerajinan berharga, seperti kain, tas, dan aksesori berbahan dasar ecoprint, melalui workshop kreativitas ini. Dengan memanfaatkan potensi lokal dan mempertahankan kelestarian lingkungan, program ini bertujuan untuk meningkatkan keterampilan dan kemandirian ekonomi peserta. Hasil workshop menunjukkan bahwa inovasi ecoprint memperkaya seni kerajinan tangan dan membantu memberdayakan perempuan melalui ekonomi kreatif yang berkelanjutan. Partisipasi aktif dan semangat peserta menunjukkan bahwa pelatihan ini efektif dalam meningkatkan pemahaman dan kemampuan perempuan desa dalam membangun usaha kerajinan yang berbasis lingkungan.

Analysis of Retaining Wall Calculation Using Manual Method and Plaxis Software on the Kuningan (Cipasung) – Majalengka (Cikijing) National Road Boundary Section STA.51+850 Rudiansyah, Rudi; Sidqi, Taufiq; Kusumah, Nur Hadi; Rezeki, Ingrid Multi
Indonesian Journal of Advanced Research Vol. 4 No. 11 (2025): November 2025
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/ijar.v4i11.15779

Landslide disasters are one of the risks that greatly threaten road stability, so proper handling is needed to solve the problem of landslides on national roads. The purpose of this study is to analyze the calculation of soil retaining walls using the manual method and Plaxis Software, in order to obtain a soil retaining wall that is safe to use, namely by calculating the stability of the soil retaining wall and the safety factors of the soil retaining wall. In addition, in the preparation of this study, data is needed to be used as material for processing analysis data such as soil data, dpt dimension data, spt data, rainfall data, drill log data, earthquake data The results of the analysis of manual calculations on the stability of type 1 and type 2 soil retaining walls show that the results are safe while the safety factor value from the Software Plaxis analysis shows safe results.

Analysis Of Soil Resistance To Liquefaction With Standard Penetration Test Rifky Arif Aziz Hidayat; Mochammad Irfan; Abdurrachman Aryo Tejo; Ingrid Multi Rezeki
Equivalent: Jurnal Ilmiah Sosial Teknik Vol. 7 No. 1 (2025): Equivalent: Jurnal Ilmiah Sosial Teknik
Publisher : Politeknik Siber Cerdika Internasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59261/jequi.v7i1.222

A phenomenon known as liquefaction occurs when soil loses strength and turns to mud due to earthquake shaking, which can cause damage to infrastructure such as underpass boxes. Based on data from the National Center for Earthquake Studies, Semarang City has a history of earthquakes dating back to 1856 with varying degrees of infrastructure damage. Currently, the phenomenon poses a threat to the people of Semarang City caused by an active fault that runs along the north coast of Central Java. So, this research aims to analyze the soil resistance to liquefaction in the Preliminary Project of Capacity Improvement of Pedestrian Box Underpass Karangingas II Semarang using the Standard Penetration Test (SPT). The data obtained were analyzed using the simplified method proposed by Seed & Idriss (1971). The results show that the soil resistance to liquefaction at a depth of 0 - 4 meters at point BH-02 is quite high, with a safety factor (SF) value greater than 1, so no liquefaction occurs. However, at a depth of 4 - 8 meters, the SF value is less than 1, indicating the liquefaction potential. At points BH-01 and BH-03, the analysis shows the potential for liquefaction at all depths tested. Based on the analysis results, two of the three locations of the box underpass capacity enhancement project have the potential to experience liquefaction, with point two only experiencing liquefaction at a certain depth. Therefore, liquefaction prevention measures are required in these areas.

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