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All Journal Jurnal F. Teknik : RESULTAN JREC (Journal of Electrical and Electronics) SITEKIN: Jurnal Sains, Teknologi dan Industri BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Creative Research Journal Jurnal Kridatama Sains dan Teknologi Jurnal ABDIMAS (Pengabdian kepada Masyarakat) UBJ Jurnal Sains dan Teknologi Jurnal Bakti Bagi Bangsa Sejahtera: Jurnal Inspirasi Mengabdi Untuk Negeri Innovative: Journal Of Social Science Research Jurnal Salome: Multidisipliner Keilmuan Jurnal Ilmiah Multidisiplin Ilmu Jurnal Riset Teknik Komputer
Ninik Paryati
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PERENCANAAN STRUKTUR BAWAH DAN RENCANA ANGGARAN BIAYA PADA PEMBANGUNAN JEMBATAN GANTUNG KELAS SATU KECAMATAN SETU Saputro, Rizki Adityo; Paryati, Ninik; Darma, Eko; Sylviana, Rika
Jurnal Salome : Multidisipliner Keilmuan Vol. 2 No. 4 (2024): Juli
Publisher : CV. ADIBA AISHA AMIRA

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Abstract

Pondasi merupakan suatu media dasar dari konstruksi bangunan yang berfungsi sebagai penerus gaya berat yang dimiliki oleh struktur bangunan yang ditopangnya menuju lapisan tanah, dengan demikian dalam setiap merencanakan bangunan sipil diharapkan struktur pondasi selalu diperhitungkan secara detail dan kompleks. Dalam perencanaan suatu proyek konstruksi, biaya memegang peranan penting dalam pelaksanaan proyek. Oleh karena itu, perencanaan anggaran biaya proyek perlu dirancang dan disusun dengan baik berdasarkan suatu konsep estimasi sehingga menghasilkan nilai estimasi biaya yang tepat dan ekonomis. Pada penelitian ini peneliti merencanakan pondasi dengan metode CPT (Conus Penetration Test) dan menghitung anggaran biaya dengan mengacu pada PERMEN PUPR No.26 tahun 2016 tentang Pedoman Analisis Harga Satuan Pekerjaan Bidang Pekerjaan Umum, sedangkan penjadwalan menggunakan metode Barchart dan Kurva S. Hasil penelitian diperoleh jenis pondasi yang digunakan adalah pondasi tiang pancang jenis triangle pile ukuran 28x28 cm dengan perhitungan daya dukung ijin pondasi menggunakan rumus Begemann mendapatkan nilai = 4.393 ton. Rencana anggaran biaya yang dibutuhkan pada perencanaan Jembatan Gantung Kelas 1 Kecamatan Setu Kabupaten Bekasi adalah sebesar Rp 13,137,312,000 (Tiga Belas Milyar Seratus Tiga Puluh Tujuh Tiga Ratus Dua Belas Juta Ribu Rupiah) dengan durasi waktu rencana pelaksanaan selama 12 minggu atau 90 hari kerja
PENGARUH LAMA PENGADUKAN CAMPURAN BETON TERHADAP KUAT TEKAN BETON Wibowo, Aris Setyo; Paryati, Ninik; Prihesnanto, Fajar; Srigunarti, Anita Setyowati
Jurnal Salome : Multidisipliner Keilmuan Vol. 2 No. 4 (2024): Juli
Publisher : CV. ADIBA AISHA AMIRA

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Abstract

Faktor yang mempengaruhi proses pengadukan beton adalah waktu pengadukan. Waktu pengadukan beton yang tepat dapat meningkatkan kualitas beton dan kekuatannya. Penelitian ini akan dilakukan dengan melakukan percobaan pengujian beton pada variasi waktu pengadukan tertentu. Harapan dari hasil penelitian ini adalah untuk menyajikan informasi mengenai waktu pengadukan beton yang tepat untuk menciptakan campuran beton yang berkualitas dan memiliki kekuatan yang memenuhi standar. Teknik penelitian yang diterapkan adalah pendekatan eksperimental. Penelitian ini bertujuan untuk mengetahui perbandingan kuat tekan beton normal dengan beton yang di subtitusi 10 menit, 20 menit dan 30 menit, pengaruh lama pengadukan campuran beton terhadap kuat tekan beton. Pengujian utama yaitu kuat tekan beton berdasarkan SNI 03-6825-2002 menggunakan mesin uji Compression Test Machine dengan kapasitas 1500 kN dengan standar pengujian ASTM C-39. Untuk pengolahan data menggunakan Ms. Excel, Dari hasil pengujian analisis tersebut didapat nilai slump semakin lama pengadukan maka nilai semakin kecil dan untuk kuat tekan beton pada umur 28 hari. Hasil penelitian menunjukan bahwa emakin lama pengadukan nilai slump semakin tinggi, beton semakin encer sehingga semakin mudah dalam pengerjan betonnya, campuran lecak (tercampur rata) sehingga pencetakan sempurna dan hasilnya lebih baik karena tidak terjadi segregasi (pemisahan butir). Kuat tekan beton paling optimal diperoleh pada lama pengadukan 30 menit dengan kuat tekan 20,17 Mpa atau mengalami kenaikan 0.9% dari kuat tekan beton rencana
Analisis Hasil Kuat Tekan Beton Normal Terhadap Mix Design Kuat Tekan Beton Rencana Paryati, Ninik; Nuryati, Sri; Yulius, Elma; Agussalim, Anita Mardiana
Jurnal Kridatama Sains dan Teknologi Vol 6 No 02 (2024): JURNAL KRIDATAMA SAINS DAN TEKNOLOGI
Publisher : Universitas Ma'arif Nahdlatul Ulama Kebumen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53863/kst.v6i02.1244

Abstract

Concrete Mix Design is the design of concrete using concrete constituent materials consisting of fine aggregate (sand), coarse aggregate (gravel), cement, water with added or not added ingredients, with the aim of obtaining the compressive strength of the planned concrete. One indicator of good concrete quality can be seen from the results of compressive strength testing, where the compressive strength of the resulting concrete must not be lower than the compressive strength of the planned concrete in the mix design. Mix design work must be carried out carefully and carefully because when determining the ratio and proportion of the concrete mixture you must pay attention to good concrete standards and meet the requirements, including compressive strength, workability (ease of work) and durability (concrete durability). The aim of this research is to find out what factors influence the compressive strength of normal concrete to be lower than the compressive strength of the planned concrete in the mix design, and to find out the difference between the compressive strength of the resulting normal concrete and the compressive strength of the planned concrete. The large number of concrete compressive strength results that do not match the strength of the mix design plan in many studies of Civil Engineering students at Islamic University 45 Bekasi is the basis for the need to carry out analysis so that the cause of the error can be identified, starting from filling in the mix design form, determining the ratio from the graph, the proportion of the mixture of the constituent materials. concrete, as well as the ratio of weight or volume of concrete used. The results of this research show that the compressive strength planned in the mix design was 20 Mpa, while the average compressive strength produced with a W/C of 0.59 was 17.5 Mpa, which decreased by 12.5%, while the average compressive strength produced with a W/C of 0.6 amounting to 22,667 Mpa, an increase of 13.3% from the design compressive strength, possibly because the water content is greater so it is easier to mold, so the concrete surface is flatter and the resulting compressive strength is greater. W/C is the ratio or comparison of the weight of water to the weight of cement and cementitious additives which are generally added to high quality concrete mixtures. The conclusion is that the factors that influence the compressive strength of normal concrete to be lower than the compressive strength of the planned concrete in the mix design are sand with a fine modulus of 3.0635, gravel with a fine modulus of 6.72. The average concrete compressive strength for W/C 0.59 is 17.5Mpa and the average concrete compressive strength for W/C 0.60 is 22,667 Mpa, so the difference between the two average compressive strengths is 5.2 Mpa, where with W/C 0.60 The resulting compressive strength of the concrete is better.
PENTINGNYA 1.000 HPK UNTUK MENCEGAH STUNTING DI DESA SUKAMUKTI BOJONGMANGU Nurita, Firda Putri; Irfan Saputra, Muhammad; Paryati, Ninik; Prasetyo, Setyo
An-Nizam Vol 3 No 3 (2024): An Nizam: Jurnal Bakti Bagi Bangsa
Publisher : Universitas Islam 45 Bekasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/an-nizam.v3i3.10392

Abstract

Stunting is a problem of malnutrition in children that lasts a long time. Mothers aged 14-15 years are more likely to have stunting in their children. High stunting can be influenced by the mother's literacy skills or the form of parenting patterns. This Community Service Program aims to increase understanding of the importance of preventing stunting early on in pregnant women and mothers with toddlers in Sukamukti Village, Bojongmangu. This activity was attended by 15 mothers with toddlers and 10 pregnant women. The research method used community education by means of direct observation and socialization with the village secretary, cadres and midwives in Sukamukti Village. Through three stages, namely, pre-test, psychoeducation, evaluation in the form of a post-test. There are final results, namely, before conducting psychoeducation, there was an understanding of 56% and after conducting psychoeducation, there was an increase of 28%. So after the evaluation, the results were 84%.
SOSIALISASI AGRESIVITAS VERBAL PADA REMAJA DI DESA SUKAMUKTI Ciptaningtyas, Yulia; Paryati, Ninik; Supratno , Setyo
An-Nizam Vol 3 No 3 (2024): An Nizam: Jurnal Bakti Bagi Bangsa
Publisher : Universitas Islam 45 Bekasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/an-nizam.v3i3.9989

Abstract

A preliminary study in Sukamukti Village indicates that teenagers often use offensive language, mockery, insults, slander, derogatory remarks, and threats in their interactions, and they view this behavior as normal. To address this issue, a community-based empowerment program was designed targeting junior high school students in the village. This program includes a pre-test, psychoeducation, a post-test, and discussions to enhance understanding of verbal aggressive behavior. Implementation methods involve planning, obtaining permissions, conducting activities, and data collection to evaluate improvements in participants' knowledge and behavior. This initiative aims to increase teenagers' awareness of verbal aggression. The program showed an improvement in understanding among Madrasah Ibtidaiyah students in Sukamukti Village, with 5 students, or 15.2%, reaching a high level of understanding.
PELATIHAN PENCEGAHAN KOROSI BESI DAN PEMELIHARAAN DENGAN MENGGUNAKAN OLI BEKAS Prasetyawan, Dimas Tri; Paryati, Ninik
An-Nizam Vol 3 No 3 (2024): An Nizam: Jurnal Bakti Bagi Bangsa
Publisher : Universitas Islam 45 Bekasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/an-nizam.v3i3.10431

Abstract

A lack of public understanding regarding corrosion prevention has led to significant damage to iron-based objects due to corrosion. Therefore, preventive measures are necessary, including the utilization of used oil. Certain types of oil have been formulated with additives that can effectively prevent corrosion in metal components, particularly in machinery. This community service program aims to educate the public on how to prevent iron corrosion and conduct maintenance using readily available materials, especially used oil. When applied to iron surfaces, oil forms a protective layer that prevents oxidation and other forms of degradation. Lubrication with used oil has proven to be highly effective in corrosion prevention, as oil contains anti-corrosion properties that protect coated surfaces from rust. This community service activity was carried out in Karang Indah Village, Bojongmangu District, Bekasi Regency, with the objective of training the community to become more aware of the importance of maintaining cleanliness and preserving village infrastructure. The results of the training on iron corrosion prevention and maintenance using used oil demonstrated a positive impact, enhancing the community’s understanding of the dangers of corrosion and the importance of preventive measures to ensure the durability of iron-based objects. Through interactive socialization and training sessions, residents gained new insights into various corrosion protection methods, including the application of used oil, breadfruit leaf extract, anti-rust coatings, painting, and other maintenance techniques.
Analisis Debit Aliran Sungai pada Kali Sadang Cibitung Kabupaten Bekasi Falah, Fazrul; Yulius, Elma; Nuryati, Sri; Paryati, Ninik; Prihesnanto, Fajar; Darma, Eko; Gunarti, Anita Setyowati Srie
Jurnal Kridatama Sains dan Teknologi Vol 7 No 01 (2025): Jurnal Kridatama Sains dan Teknologi
Publisher : Universitas Ma'arif Nahdlatul Ulama Kebumen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53863/kst.v7i01.1599

Abstract

The Sadang River is a primary channel in Cibitung Subdistrict, Bekasi Regency, which functions to channel water from several secondary channels, including those in Wanajaya Village and Wanasari Village. The existing conditions show that the Sadang River is prone to overflowing during the rainy season and is unable to optimally support the irrigation needs of the surrounding agricultural land. Therefore, a redesign of the channel system is necessary, including increasing the river's storage capacity through channel dimension improvements based on peak flow rates derived from hydrological analysis, as well as integrated watershed management efforts. The objective of this study is to analyse the river flow discharge in the Sadang River, which is divided into four segments, and to address the river flow discharge. The research method used in this study is a quantitative method with a hydrological and hydraulic analysis approach. The hydrological analysis process was carried out by determining the average rainfall and analysing the flood discharge using the Nakayasu Synthetic Unit Hydrograph (HSS) method. Subsequently, measurements of the existing channel dimensions were taken, spatial analysis was conducted using ArcMap 10.8 software, and the channel dimensions were re-planned based on the planned peak discharge results. The research results show that the existing flow rate of the Sadang River is 954.37 m3/sec, and the analysis of the peak flow rate of the Sadang River with a 10-year return period is 6107.47 m3/sec and a 25-year return period is 7513.01 m3/sec, with the same peak time of 2 hours. It is necessary to plan with a rectangular channel, the dimensions of the channel base width (b) = 28.7m and channel height (h) = 10m because the river channel is unable to accommodate the flow of flood discharge.
RENCANA ANGGARAN BIAYA DAN EVALUASI E-PROCUREMENT PADA PEMBANGUNAN GEDUNG ASRAMA DI TANGERANG SELATAN Irfan Nanda Pratama; Ninik Paryati; Rika Sylviana
Jurnal Ilmiah Multidisiplin Ilmu Vol. 2 No. 4 (2025): Agustus : Jurnal Ilmiah Multidisiplin Ilmu (JIMI)
Publisher : CV. Denasya Smart Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69714/t82pyp13

Abstract

The Cost Budget Plan (RAB) is one of the main processes in a project because it is the basis for making a financing system offer and the budget framework that will be issued. The Cost Budget Plan (RAB) is needed to calculate a building or project with the amount of costs required for materials, wages and other costs related to building implementation. The Student Dormitory Building Construction Work Package in Bintaro was announced on the LPSE website of the Ministry of Finance. The Dormitory Building stands on a total land area of ±212,222m². Meanwhile, what will be built as a Student Dormitory building with a design area of ±3,647m² with a total of 8 Dormitory floors. From the calculation results, it is known that the recapitulation of the Cost Budget Plan (RAB) is Rp. 67,619,783,891 including 12% VAT with the largest work value being on the 2nd floor structure work with a value of Rp. 7,309,075,651. The advantage of e-Procurement is that it is very helpful for construction service providers to participate in each selection stage because it is not limited by distance and all processes are carried out online. However, in practice, this e-procurement system still relies on offline face-to-face meetings, such as the Aanwijzing stage, and is often found in the final negotiation stage. This can raise suspicion among every tender participant
RENCANA ANGGARAN BIAYA STRUKTUR PEMBANGUNAN MASJID POLITEKNIK DI TANGERANG MENGGUNAKAN METODE AHSP PUPR 2023 Fathu Rahman; Ninik Paryati; Rika Sylviana; Anita Mardiyana Agussalim
Jurnal Riset Teknik Komputer Vol. 2 No. 2 (2025): Juni : Jurnal Riset Teknik Komputer (JURTIKOM)
Publisher : CV. Denasya Smart Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69714/ggsfga73

Abstract

The preparation of the Bill of Quantity (BoQ) or Cost Budget Plan (Rencana Anggaran Biaya/RAB) is one of the crucial stages in the construction project planning process, which must be carried out before the physical implementation of the project begins. The RAB reflects a comprehensive cost estimate required for a project, covering both labor wages and material procurement. This document contains detailed information on the volume of work, unit prices, and total costs for each component necessary for the realization of the project. One of the commonly used approaches for preparing RAB in Indonesia is the Unit Price Analysis Method (Analisa Harga Satuan Pekerjaan/AHSP). This method is considered capable of producing efficient and accountable cost estimates in accordance with applicable national standards. This study aims to identify economical unit price estimations that can serve as a reference for cost estimators in planning construction project budgets. The research adopts a quantitative approach by analyzing data through volume calculations based on technical drawings, followed by the application of the AHSP 2023 method to determine unit prices, and organizing the results into a BoQ format using Microsoft Excel. The findings indicate that the total estimated cost for the structural development of the State College of Accountancy (Politeknik Keuangan Negara STAN) Mosque in Tangerang is IDR 10,935,996,000.00, which includes all components of work ranging from land excavation, foundation work, and structures for floors 1 to 3, to roof construction, as well as the foundation and structure of the mosque tower. The total cost already includes a contractor's profit margin of 10% and taxes (VAT and Income Tax) of 10%. The largest portion of the budget is allocated to the structure of the first floor, accounting for 23% of the total budget. These findings emphasize the importance of accurate planning in the early stages of a project to minimize potential financial risks in subsequent phases.
Value Engineering in Mutiara Gading Bekasi City Housing Project Adi Susanto, Riki; Paryati, Ninik; Nuryati, Sri
SITEKIN: Jurnal Sains, Teknologi dan Industri Vol 20, No 2 (2023): June 2023
Publisher : Fakultas Sains dan Teknologi Universitas Islam Negeri Sultan Syarif Kasim Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24014/sitekin.v20i2.21912

Abstract

Value Engineering is a method or technique of cost control. This technique uses an approach by analyzing the value with its function where the process taken is to reduce cost reduction while still paying attention to its position. Housing prices have increased drastically yearly in the Mutiara Gading City housing project. Therefore, selecting construction materials is critical to efficient project planning. In the Mutiara Gading City housing project, there are several construction works, wall work, floor work, and sill and window work, one of the jobs with the highest cost so that it can do value engineering. This study aims to obtain alternative proposed materials and the best choices for wall, floor, sill, and window work. Therefore, Value Engineering is needed to eliminate unnecessary costs and effort. So that the value or price of the project can be reduced, in its application, Value Engineering consists of 4 stages, namely the information stage, the creative stage, the analysis stage, and the recommendation stage. The results showed that for wall masonry work, a savings of Rp. 369,203,509.67 or 24.31% of the initial cost was obtained for floor work, a savings of Rp. 39,304,125.00 or 8.60% of the initial cost, and obtained cost savings of Rp for work sills and windows. 22,082,604.07 or 6.51% of the initial cost. Of all the selected work items, a total savings of Rp. 430,590,238.74 or 7.01% of Rp. 6,139,876,202.60 total project cost, which includes 35 housing units.
Co-Authors Adi Susanto, Riki Agussalim, Anita Mardiana Anita Mardiyana Agussalim Anita Setyowati Srie Gunarti Aris Setyo Wibowo Asrika, Sukwati Dewi Budi Rahmawati, Budi Ciptaningtyas, Yulia Darma , Eko Dian Dwi Putra Ekawati , Dian Ekawati , Inna Eko Darma Eko Darma Elma yulius Elvira Novita Tanjung Eransyah, Muhammad Fitra Fajar Prihesnanto, Fajar Falah, Fazrul Fathu Rahman Fikri, ZA Freedrick, Freedrick Gunawan Priyatno Irfan Nanda Pratama Irfan Saputra, Muhammad Luky Adrianto Maarif, Rizal Nurita, Firda Putri Prasetyawan, Dimas Tri Prasetyo, Setyo Priyatno, Gunawan Putra, Dian Dwi Rika Sylviana Rizal Maarif Saputro, Rizki Adityo Setyo Supratno Sri Marini Sri Nuryati Sri Nuryati Srigunarti, Anita Setyowati Supratno , Setyo Taufan, Acep Ali