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ANALISA RAP DAN RAB MELALUI PERHITUNGAN HARGA UPAH DAN BAHAN PEMBESIAN KOLOM 25/25 TERHADAP PELAKSANAAN PEKERJAAN PEMBANGUNAN Asep Permana; Adi Subandi; Yusup Yulianto
MESA (Teknik Mesin, Teknik Elektro, Teknik Sipil, Teknik Arsitektur) Vol. 6 No. 1 (2022): MESA (Teknik Mesin, Teknik Elektro, Teknik Sipil, Teknik Arsitektur)
Publisher : FAKULTAS TEKNIK UNIVERSITAS SUBANG

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Abstract

Doing an accurate estimate is very necessary before a project starts. The goal is to get a small cost and find out how much profit will be obtained, fast time and good quality so that the project runs without a hitch. Cost estimation has important elements, namely the coefficient value, worker wages, material prices and the volume of the work. However, there are often problems in calculating the price due to the coefficient and volume values . Sothis study was conducted to find out how much profit will be obtained from the comparative analysis of the RAB and RAP, the data is taken from 2 studies that discuss the work of 25/25 column ironing. Then processing RAB and RAP data from the overall coefficient of labor, labor wages, material coefficients, material prices, and volume. This is to find out how much profit from the 25/25 column construction project the Ministry of Religion Phase II will get.
Pelaksanaan Pekerjaan Cut and Fill Pada Proyek Pembangunan Kawasan PT. PLIE Karawang Jawa Barat Ardi Ariansyah; Yusup Yulianto; Endang Setiadi Permana
MESA (Teknik Mesin, Teknik Elektro, Teknik Sipil, Teknik Arsitektur) Vol. 6 No. 2 (2022): MESA (Teknik Mesin, Teknik Elektro, Teknik Sipil, Teknik Arsitektur)
Publisher : FAKULTAS TEKNIK UNIVERSITAS SUBANG

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Abstract

The Independent Campus Learning Program (MBKM) is carried out at the Civil Engineering Study Program, Faculty of Engineering, University of Subang, which is a program to apply various knowledge that has been acquired during learning. Implementation of MBKM activities at PT. Wan Arta nata (WAN) performs Cut and Fill work related to the PT. PLIE Kerawang, West Java. The method for implementing MBKM activities is with a qualitative descriptive approach through direct observation in the field. The results of the MBKM activities related to the implementation of the Cut and Fill work show that there were problems related to the increase in fuel oil fuel, external disturbances during the project carried out by NGOs wanting 30% so that it had an impact on the delivery of material needed by the project, natural disturbances in the form of rain, and there was mud in the excavation soil causes an effect on the stability of the embankment (soil structure) to a reduction in soil strength. The things that can be completed include holding meetings to achieve 50% of the material delivery needs, arranging work sequences and extending project time, adding heavy equipment and fleet according to the target, and drying the mud area at the project site.
Metode Pelaksanaan Konstruksi Pekerjaan Proyek Pembangunan Dinding Penahan Tanah Blok Ciloa Desa Cijambe Kabupaten Subang Ferry Hermawan; Deny Ernawan; Yusup Yulianto
MESA (Teknik Mesin, Teknik Elektro, Teknik Sipil, Teknik Arsitektur) Vol. 7 No. 1 (2023): MESA (Teknik Mesin, Teknik Elektro, Teknik Sipil, Teknik Arsitektur)
Publisher : FAKULTAS TEKNIK UNIVERSITAS SUBANG

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35569/ftk.v7i1.1988

Abstract

Kegiatan ini dilakukan selama 6 bulan Desa Cijambe Kabupaten Subang dengan pekerjaan konstruksi proyek Dinding Penahan Tanah (DPT) ini dilakukan selama 6 (enam) bulan di Blok Ciloa Desa Cijambe Kabupaten Subang yang merupakan proyek pemerintah oleh Dinas Pekerjaan Umum dan Penataan Ruang Kabupaten Subang. Metode dalam penelitian ini selain observasi pengamatan langsung dilapangan juga melakukan perhitungan dinding penahan tanah. Adapun hasil kegiatan penelitiannya diperoleh konstruksi dinding penahan tanah yang dibangun memiliki panjang 101 m, lebar bawah 80 cm, lebar atas 40 cm dan tinggi 2 m sebanyak 5 segmen. Diantaranya segmen I yaitu panjang sebesar 3 m dan Tinggi sebesar 1,79 m, segment II yaitu panjang sebesar 20 m dan Tinggi sebesar 2 m, segment III yaitu Panjang 18 m dan Tinggi sebesar 2 m, segment IV yaitu panjang sebesar 19 m dan Tinggi 2 m, serta untuk segment V yaitu Panjang sebesar 41 m dan Tinggi 2 m; sedangkan untuk pekerjaan penggalian tanah dengan volume penggalian sebesar 80,80 m2.
Analisis Kelayakan Ekonomi dan Finansial Pada Proyek Kawasan Pembangunan Perusahaan Siap Bangun (Studi Kasus: Perumahan Griya Sukasari Subang) Yusup Yulianto; Endang Setiadi Permana; Reza Cahya Nagara
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.265

Abstract

In the era of globalization, the increasing rate of population growth will affect the need for housing. This need becomes a problem if the continuous increase in demand can cause land prices to increase. It is known that investment in property is very promising and is increasingly in demand by the public both in the short and long term. In this research, the building of housing in Sukasari Village will be very strategic considering that this area is starting to develop an industrial area. To meet residential needs, the developer built 16 housing units on 1900 m2 of land at that location. The feasibility obtained from the 16 unit Housing Development Project was carried out in the form of an analysis to determine investment and financial feasibility based on the Net Present Value, Benefit Cost Ratio, Internal Rate of Return, Return on Investment, Return on Equity, Break Even Point and Payback Period. The profit obtained is with an NPV value of Rp. 1,284,651,362 (NPV > 0), BCR = 1.18 (BCR > 1), BEP in position 9 housing units sold, PP in the 10th month, IRR value = 118%, ROI and ROE have a level and ratio of 52%, moderate conditions make a profit with an NPV value of Rp. 85,000,830 (NPV > 0), BCR = 1.02 (BCR > 1), BEP in the position of 9 units sold, PP for 6 years, IRR value of 102%, ROI and ROE have a ratio of 6%. Meanwhile, in pessimistic conditions suffered a loss with an NPV value of Rp. 1,077,912,437, BCR 0.64 < 1, BEP does not have a break-even point, and the break-even time or PP occurs in the 13th year which can be interpreted as not breaking even, and the IRR value is 99%, ROI and ROE have a ratio level of 0.40%. It was concluded that the 16-unit housing development project could be profitable and feasible to implement, optimistic conditions with the construction process being completed and the housing units being sold in full in the 12th month.