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ANALISIS KELAYAKAN EKONOMI RUMAH SUSUN SEDERHANA SEWA PEKANBARU Hendra Taufik; Yesi Arianti
Jurnal Sains dan Teknologi Vol 12, No 1 (2013): Jurnal Sains dan Teknologi
Publisher : Fakultas Teknik Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (184.153 KB) | DOI: 10.31258/jst.v12.n1.p%p

Abstract

Rumah susun merupakan salah satu cara untuk memenuhi kebutuhan perumahan. Kebutuhan perumahan akan terus meningkat seiring dengan meningkatnya jumlah penduduk. Pembangunan rumah susun sederhana umumnya ditujukan bagi masyarakat berpenghasilan menengah ke bawah. Penetapan harga sewa harus mempertimbangkan kemauan membayar dan kemampuan membayar masyarakat tersebut. Tujuannya adalah mengkaji layak atau tidaknya proyek pembangunan rumah susun tersebut dibangun berdasarkan analisa ekonomi sehingga dihasilkan suatu rekomendasi kepada pihak terkait. Indikator kelayakan investasi yaitu NPV (Net Present Value), BCR (Benefit Cost Ratio), IRR (Internal Rate of Retrun) dan BEP (Break Even Point) serta analisa sensitivitas. Hasil perhitungan biaya investasi pada penelitian ini menggunakan metode pendekatan perkiraan (approximate estimates) adalah Rp 22.315.717.450 dengan hasil analisa kelayakan investasi untuk semua parameter menunjukkan investasi tersebut layak untuk diteruskan karena pada tingkat suku bunga 12%, tingkat inflasi kota pekanbaru sebesar 5,75% menunjukkan indikator kelayakan, yaitu nilai NPV positif, nilai BCR di atas 1(satu) yakni 1,83., nilai IRR dari 17,73% lebih besar dari 12% dan BEP 9 tahun 8 bulan lebih kecil dari masa konsesi proyek 25 tahun. Analisa Sensitivitas untuk Investasi Rp.14.266.365.531, sampai Rp.22.315.717.450,-, untuk benefit Rp.246.615.001.632, sampai menurun Rp.238.565.649.004,-, untuk biaya Rp.122.618.826.327,- meningkat sampai Rp.130.668.178.246,-, untuk tingkat suku bunga meningkat dari 12% sampai 67,73%.Kata kunci: Analisa kelayakan investasi, analisa sensitivitas, rusunawa, BEP, IRR,
Evaluasi Keterlambatan Proyek Pembangunan Gedung Kantor Dinas Pekerjaan Umum Provinsi Riau Doli Patumona; Hendra Taufik
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 2, No 2 (2015): Wisuda Oktober Tahun 2015
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Completion time determination project management, is among the first and the most important in the process of planning because it can be the basis of the whole planning. Project completion delay means overhead raise due to the elongation of construction time. it can inflict financial losses due to the possibility cost penalty of delays. The project of Regional Office of Civil Work Department is having a delay of 28 days from its contract duration. Final contract work at 80 weeks can only be fulfilled at 99,83% from 100% planned. Hence, the project is having a 0,17% delay. Project delay should be resolved by increasing the pace of construction on the remainingworks. Construction acceleration can be done by means of overtime work, equipment and workers addition, and shift system. The analysis conducted focuses on works that are on the critical path after the third addendum. From the analysis, it can be obtained that the cost due to delay stands at Rp.5.891.016.348,00. The cost that the contractor will spend by accelerating the works are Rp. 4.637.245.856,41 from overtime work alternative, Rp. 329.443.076,99 from equipment and workers addition alternative, and Rp. 1.713.439.777,73 from shift system alternative.Keywords: construction delay, construction cost, duration shortening, overtime work, equipment and workers addition, shift system.
Tinjauan Penerapan Sistem Manajemen Keselamatan Dan kesehatan Kerja (SMK3) (Studi kasus: Pembangunan Rumah Sakit Umum Daerah Pekanbaru) Suci Restu Miswati Jusan; Hendra Taufik
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 3, No 2 (2016): Wisuda Oktober Tahun 2016
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Pekanbaru is one of the fastest—growing city in Indonesia in term of construction development. To support it, government builds the public hospital which is located in Garuda Sakti street Pekanbaru. The project had more than 100 workers and another 100 workers are working with the heavy equipment so that can put them in danger and give an high risk for their safety and comfort. To minimizing number of the accident in the working place and to realization the zero accident, it is require the implementation of SMK3 in that project. The method in this research is quantitative and univary analysis method and also descriptive qualitative method. Dissemination of the questionnaire was addressed to 101 construction workers and 20 staff in the project. The Implementation assessment result SMK3 base on PP No. 50 in 2012 showed 60,13% and classified as GOOD application level. The result of SMK3 audit assessment in RSUD Pekanbaru is 81,32% and classified as GOOD application level as well. In the assessment of the audit result found 30 criteria that wasn’t match with the minor and another 1 criteria wasn’t match with the major criteria. Pursuant to the results of calculation analysis tools and equipment procurement costs K3 is Rp.78.036.00,00 or 0.002% from the total value of the project contract. Factors that inhibit the implementation of SMK3 is psychological factors of the workers and the environmental factors of the project.Keywords: Hospital Pekanbaru, Zero accident, SMK3, Evaluation, Audit
Tinjauan Kelayakan Finansial Pada Hotel Berjenis Kondotel Studi Kasus : Proyek Pembangunan Kondotel Pekanbaru Park Eko syalahuddin Sulton; Hendra Taufik; Mardani Sebayang
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5, No 1 (2018): Wisuda April Tahun 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Pekanbaru economic growth is relatively advanced to make this city a place to invest in the calculated by the investors one of them is investment in the field of hospitality. Investment inthe hospitality sector has a big risk if not prepared thoroughly, this is because in its construction requires a very large capital, therefore it is very important to review and analyzethe financial feasibility. In this research, it is reviewed about the financial feasibility of Condotel type hotel, which is in Kondotel Pekanbaru Park which is a hotel owned jointly by several owner and managed by hotel manager and its profit and profit will be shared between fellow hotel owners and managers. Financial analysis is done by analyzing the calculation of Net present value, benefit cost ratio, internal rate of return, payback period and also sensitivity analysis. The results obtained are total investment kondotel Rp. 192.670.744.974,35 with NPV of Rp. 67.877.696.368,23, BCR of 1.2, IRR of 24,97% greaterthan the return current of 13.5% and PBP for 9 years 7 month 17 days (project plan life for 50 years). Overall the investment project for the development of Kondotel Pekanbaru Park is feasible to build with the hotel occupancy rate of 66%. Investor standard room or SMI get profit of Rp 33.102.537,58 / year and free stay for 21 point / year. While the investor room suite or SMI corner get a profit of Rp 40.138.145,99 / year and free stay for 21 point / year with discount payback period in year 14.Keywords: Financial Analysis, Condotel Pekanbaru Park, Occupancy Hotel, Sensitivity Analysis, Investor.
The Estimate Of Building Maintenance Cost Based On Building Conservation And Maintenance Guide (Permen Number: 24/PRT/M/2008) (Case Study On Kampar Regency Office) Lidno Fery HS; Rian Trikomara; Hendra Taufik
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 3, No 1 (2016): Wisuda Februari Tahun 2016
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Buiiding maintenance in consistent manner has become a requirement that has to be fulfilled. Especially for buildings intended for public service. Rationally, the level of which the building is easy to maintenance will significantly affect the cost every year. considering the problems above, it is therefore required to conduct a study regarding maintenance cost to make system of assessment to help determine priority scale for maintenance of Kampar regency office base on Permen no. 24/PRT/M/2008. It is expected that with this system. The process of maintenance and concervation of Kampar regency office will be make effective and right on target. The cost of the repair was analysis using approximate estimate with the highest unit price per square meter for high rise building from the result of the analysis using the above metho. The repair cost needed is Rp. 289,587,503.16,- with the percentage of damage at 1.62 %. The damage occurred on Kampar regency office is still consired as minor damage which is below. The below percentage required of 30% from maximumconstruction cost for new building. While the maintenance cost is Rp. 2,408,379,210.60,-and increase annually at 7.55% Every years.Keywords: approximate estimate, repair costs, maintenance costs, buildingmaintenance, regency office of Kampar
Analisa Percepatan Proyek Gedung Sekolah SMK Multi Masmur Pekanbaru (Study Kasus : Gedung Sekolah SMK Multi Masmur Pekanbaru Riau Kaharuddin Kaharuddin; Hendra Taufik
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 1 (2017): Wisuda Februari Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Making a plan and schedule for the project always refers to the condition of assumptions and forecasts that existed at the time plans and schedule are made, therefore the problem will arise if there is a discrepancy between the forecasts and assumptions with actual reality. Delays in construction project often occurred and give some disadvantages for everyone, both the contractor and the employer. Therefore, the problem will arise when assumption different from the reality in field. Delays of the project will cost high penalties the contractor. SMK Multi Masmur Pekanbaru construction projects has delayed with in 15 day calendar from the duration the project in the contract. Delayed in the project should be tackle with accelerating the time in remaining activities. The acceleration of the work can the be done in two ways, firsly, overtime working and secondly is by adding additional labors and equipments. Performed analsis focus on the job experience in critical line. Then the result of delaying cost Rp 32.942.781,-. The cost needed if accelerated from overtime working is Rp 41.449.497,- and Rp 17.407.500,- for adding the employers and the equipments. The best alternative solution is the additional tool and labors. Total acceleration in 13 days completed with the time and cost efficient.Keyword : contruction delay, contruction cost, duration shortening, equipment and workers addition.
Studi Kelayakan Finansial Dan Teknis Proyek Pembangunan Sadira Plaza Pekanbaru Afif Ramda; Hendra Taufik
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 1 (2017): Wisuda Februari Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Nowadays, development of shopping centres in Pekanbaru is rapidly growing. Cause of high capital cost, the investment in shopping centre is a risky business. Therefore, technical and financial analysis of construction compulsory. Technical aspect which is the parking space requirements and financial aspects which are calculations of Net Present Value (NPV), Benefit Cost Ratio (BCR), Internal Rate of Return, Payback Period (PBP) and Sensitivity have been carried out. The result shown that available parking space of 188 SRP is smaller than Dirjen Perhubungan Darat’s standard of parking space requirements that 279 SRP. In other words, it only can accommodate 67% of standard of parking space requirements. Total investment of Sadira Plaza is Rp 167,530,104,997.76 in which Rp 83,477,913,329.51 of NPV, 1.32 of BCR and eight years and eight months of PBP (50 years of estimated project lifetime). In conclusion, investment in Sadira Plaza construction project is eligible to be built with a minimum tenant of 42.95% while technically not. Keywords: Technical Analysis, Financial Analysis, Sensitivity Analysis, Sadira Plaza, Pekanbaru
Analisis Percepatan Pekerjaan Fondasi Dan Struktur Pada Proyek Konstruksi Pembangkit Listrik Tenaga Uap (PLTU) Tembilahan Propinsi Riau Swempri Agung Prasetyo; Hendra Taufik; Rian Tri Komara
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 1 (2017): Wisuda Februari Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The implementation of construction projects often mismatch between the planning schedule and the realization at site like Coal Fired Steam Power Plant Project (PLTU) in Tembilahan has been delayed during construction.. Considering the increasing need of electric energy significantly in electricity system in Indragiri Hilir, therefore the construction of Coal Fired Steam Power Plant Project in Tembilahan must be finished soon. Overall progress (consists of Engineering Procurement Construction) till July 2015 had already reached 65%. In the item of civil construction work until this August 2015 is about 48% so that effort in accelerating the work implementation should be made soon to pursue a delay that until now still have deviation. The acceleration of implementation work was done by some simulations, like in simulation 1 there is no additional workers, simmulation 2 is additional overtime hours, simulation 3 is additional workers and equipment, and also there is additional overtime hours as many as the number of workers and equipments in simulation 4. The analysis is focused on foundation work and the structure of the building/area in which the material already available there and should be installed (erection) because their work is a critical path and directly impact on steam power plant system. From the analysis, it obtained the optimum cost and time that the simulation of 3 get the optimum cost as much as Rp6.377.772.000 and cost performance index (CPI) as much as 0,98 and simulation 4 get optimum time of 183 days and schedule performance index (SPI) of 1,01.Keyword : progress, overtime hour, critical path, optimum cost, optimum time
Analysis On Worker Productivity At SKPD B6 Office Building Construction Project In Kelurahan Sail Kecamatan Tenayan Raya Pekanbaru Winson Enrique H; Rian Trikomara; Hendra Taufik
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 3, No 2 (2016): Wisuda Oktober Tahun 2016
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Worker productivity greatly impacts the success of construction projects. Therefore, it is imperative to perform analysis on the determination of worker productivity. The worker productivity on the column, beam, and floor slab rebar detailing, formwork, and concrete casting process were observed directly on the field. The field observations were intended to measure the time required to complete a specified amount of tasks, so the necessary amount of work hours per day to finish the entire work could be determined. The time values obtained from the observations were then processed to determine the productivity coefficient of workers for each tasks. Based on the analysis results, the productivity coefficient for column rebar detailing task was 0.035 for worker, 0.015 for rebar detailer, and 0.005 for supervisor. For column formwork task, the productivity coefficient was 0.083 for worker, 0.125 for carpenter, and 0.042 for supervisor. For column concrete casting task, the productivity coefficient was 0.194 for worker, 0.097 for skilled worker, and 0.097 for supervisor. For beam rebar detailing task, the productivity coefficient was 0.065 for worker, 0.043 for rebar detailer, and 0.011 for supervisor. For beam formwork task, the productivity coefficient was 0.127 for worker, 0.085 for carpenter, and 0.042 for supervisor. For beam concrete casting task, the productivity coefficient was 2.268 for worker, 0.567 for skilled worker, and 0.567 for supervisor. For floor slab rebar detailing task, the productivity coefficient was 0.020 for worker, 0.020 for rebar detailer, and 0.005 for supervisor. For floor slab formwork task, the productivity coefficient was 0.521 for worker, 0.347 for carpenter, and 0.174 for supervisor. For floor slab concrete casting task, the productivity coefficient was 1.705 for worker, 0.426 for skilled worker, and 0.426 for supervisor.Keywords: productivity, coefficient, workers, supervisor, floor slab
Analysis on Worker Productivity at SKPD B1 Office Building Construction Project in Pekanbaru Rodo Hutagalung; Rian Trikomara; Hendra Taufik
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 3, No 2 (2016): Wisuda Oktober Tahun 2016
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Pekanbaru City is one of the developing cities aimed by investors. Pekanbaru City has high economic growth, migration, and urbanization rate. Pekanbaru is the capital city of Riau Province and the central government office is located in this city.The economic and population growth in Pekanbaru City has lead to the more demanding administrative services to support the city development.In construction project schedule, worker productivity should be analyzed to determine the work duration and number of workers. Worker productivity indicates the amount of work that could be done by workers in a specified amount of time, based on the project schedule. Worker productivity is greatly influenced by the social background, age, education, and experience of the worker.This study aims to analyze the productivity of workers at SKPD B1 office building construction project in Pekanbaru.Based on the analysis results, the productivity of workers on column, beam, and slab rebar detailing are similar to the productivity value calculated in the previous study by M Shaleh (2010). This is due to the similarity in the volume of the work. However the result of this study varies significantly relative to the productivity value acquired from the provision: “Peraturan Menteri Pekerjaan Umum”, though the provision doesn’t provide details on the dimension of the column, beam, and slab.Keywords: duration, worker productivity, worker index, construction project, SKPD B1 building