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PENGARUH PENGGUNAAN CETAKAN SPASI TERHADAP KEBUTUHAN BAHAN PADA PEKERJAAN PASANGAN BATA Albani Musyafa
TEKNISIA Vol. XX, No. 2, November 2015
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

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Abstract

For construction of million houses needed by Indonesians, material efficiency should be prioritized. This is because so many wasted materials in the process. For example, much mortar is wested on a masonry work. To minimize the waste, a mortar mold should be used. The objective of this study was to determine the efficiency that could be got by using a mortar mold in a masonry work. The reseach method was experiments. The result was determined by comparing the mortar needs between the two ways, i.e. with and without the masonry mold tool. Twenty-one experiments have been conducted for each way. The results of this study indicate that using of the tool could save about 23% of mortar or 23% of the material cost.
PENERAPAN KONSEP ECO-SETTLEMENT PADA SARANA PRASARANA INFRASTRUKTUR PENDUKUNG PERMUKIMAN HUNTAP (STUDI KASUS : HUNTAP PAGERJURANG DAN HUNTAP KARANGKENDAL KECAMATAN CANGKRINGAN) Hanindya Kusuma Artati; Albani Musyafa
TEKNISIA Vol. XX, No. 2, November 2015
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

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Abstract

Eco-settlement infrastructure planning is a concept that puts the balance of the ecosystem at a settlement. This concept is urged to apply to residential areas, especially in the area of the catchment. Huntap as a settlement area also need to apply the concept of eco-settlement. After the eruption of Merapi, Huntap development is mostly done in the area of Cangkringan which is the catchment area that supplies water in the city of Jogjakarta. The purpose of this study was to report the results of the application of eco-settlement planning on huntap in Cangkringan area. The method used in this research are: 1) Identification of the condition of settlement infrastructure that had been built 2) comparative analysis of results of this identification with the concept of eco-settlement, 3) to formulate the results of the analysis. From the analysis, we can conclude that the development of infrastructure in the dwelling in accordance with the concept of eco-settlement.
PENGEMBANGAN MODEL UNTUK MEMPREDIKSI BIAYA PEMBANGUNAN RUMAH LAYAK HUNI BERDASARKAN HARGA BAHAN Albani Musyafa
TEKNISIA Vol. XXI, No. 2, November 2016
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

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Abstract

Cost estimate is very important for all parties involved in a construction, such as owners, contractors, consultants, investors. A method for calculation of cost estimate is Budget Plan (RAB). However, the calculation requires some competencies and time. The objective of this study is to develop a easier method to calculate the cost estimation, i.e. by developing formulations of RAB based on the price of some materials. This research was carried out on simple house projects, which was built in 2014 in regions of Magelang, Bantul, Sleman and Yogyakarta. The data were collected by observation and interviews in the fields. The interviews were conducted to collect information of material prices and labor costs used as the independent variables. While, the observation aimed to calculate the value of RAB used as the dependent variable. Analysis of data used the correlation and regression techniques. Based on the analysis, the variables with strong correlation with RAB is prices of the brick (0.907), while the correlation between employee wage and RAB is quite low. The regression analysis resulted that the cost of house construction can be predicted by equations: RAB = 66,823 X1 - 1.277.771 or RAB = 53,244 X1+ 26,423 X2 -1.826.152, with X1 is the price of standard brick per hundred pieces expressed in rupiah and X2 is a prices of floor covering material per square meter  stated in rupiah. Based on the validation, the accuracy of the formulations is over 97%. Estimasi biaya memiliki fungsi yang sangat penting dalam dunia konstruksi bagi semua pihak yang terlibat di dalam konstruksi seperti owner dan investor. Salah satu cara membuat estimasi harga tersebut adalah dengan menggunakan Rencana Anggaran Biaya (RAB).   Bagaimanapun, cara perhitungan tersebut memerlukan kompetensi, ketelitian dan membutuhkan waktu yang cukup lama. Penelitian ini bertujuan mencari cara yang lebih mudah dan cepat untuk menghitung estimasi biaya, yaitu dengan mencari formulasi yang bisa digunakan untuk menghitung nilai RAB dengan variabel bebas harga bahan dan upah tenaga kerja. Penelitian ini dilakukan pada proyek-proyek rumah sederhana tipe 45, yang dibangun pada tahun 2014 di komplek perumahan yang ada di Kabupaten Magelang, Kabupaten Bantul, Kabupaten Sleman dan kota Yogyakarta. Pengumpulan data dilakukan dengan cara observasi dan wawancara langsung di lapangan. Wawancara dilakukan untuk mendapatkkan informasi harga bahan dan upah tenaga kerja yang digunakan sebagai variabel bebas. Sedangkan observasi dilakukan untuk menghitung nilai RAB yang digunakan sebagai variabel terikat. Analisis data penelitian menggunakan teknik korelasi dan regresi. Dari hasil analisis korelasi dan regresi, variabel yang memiliki hubungan paling tinggi dengan nilai rencana anggaran biaya bata merah dengan nilai koefisien korelasi 0,907 yang berarti variabel bebas tersebut memiliki korelasi yang sangat kuat terhadap variabel terikat. Sementara itu korelasi upah tenaga kerja dan RAB cukup rendah. Dari hasil analisis regresi untuk semua variabel bebas didapat persamaan yang dapat digunakan untuk menghitung nilai RAB yaitu, RAB = 66,823 X1 - 1.277.771 atau RAB = 53,244 X1+ 26,423 X2 -1.826.152, dengan X1  adalah harga batu bata ukuran 22 x 11 x 5,5 per seratus buah yang dinyatakan dalam rupiah dan X2 adalah harga material penutup lantai per meter persegi yang dinyatakan dalam rupiah. Formulasi tersebut memberikan tingkat akurasi yang cukup baik, yaitu diatas 97 %.
ANALISIS SISA MATERIAL PEKERJAAN STRUKTUR PADA PROYEK KONSTRUKSI rizky sudiro; Albani Musyafa
TEKNISIA Vol. XXIII, No. 1, Mei 2018
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

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Abstract

Pada pelaksanaan suatu proyek konstruksi, tidak akan dapat dihindari munculnya sisa material konstruksi. Oleh karena itu, dibutuhkan mekanisme pengelolaan, teknologi, sistem penilaian dan pengelolaan limbah yang komprehensif dan terpadu. Penelitian ini bertujuan untuk mengetahui sisa material konstruksi yang memiliki banyaknya sisa pada pekerjaan struktur, faktor-faktor penyebab sisa material serta solusi efektif dalam mengatasi sisa material konstruksi yang terjadi.Penelitian ini dilakukan pada proyek pembangunan di beberapa gedung tingkat tinggi. Data penelitian diperoleh dengan survei menggunakan kuisioner. Narasumbernya adalah orang-orang yang berhubungan dengan penggunaan material pada pekerjaan struktur seperti pelaksana, cost control engineer, logistik serta gudang. Data diolah dengan analisis perbandingan dan keselarasan data dengan uji konkordansi kendall, serta penjelasan korelasi antara persentase sisa material pekerjaan struktur dan tindakan pencegahannya dengan uji spearman.Hasil penelitian ini menunjukkan bahwa Triplek memiliki kuantitas sisa material yang terbesar pada pekerjaan struktur, karena triplek merupakan material pada pekerjaan bekisting, kejadian penyebab terjadinya sisa material pekerjaan struktur yang paling tinggi adalah perubahan desain, tindakan pencegahan dalam mengatasi sisa material pekerjaan struktur yang terjadi yaitu melakukan monitoring pekerjaan.
Harapan dan Penilaian Industri Konstruksi terhadap Ketrampilan Lulusan Teknik Sipil Albani Musyafa
Unisia Vol. 32 No. 71 (2009): Jurnal Unisia
Publisher : Universitas Islam Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20885/unisia.vol32.iss71.art4

Abstract

This research proposes to explore the quality of graduates of higher education in civilengineering in Australia. The result of the research can be used to help civil engineeringeducation providers to apply a strategy to improve the quality of their graduates. The studyuses primary data from the personal of construction industry, the data of which are analyzedstatistically. This study reveals about the evaluation of the skill of civil engineeringgraduates by construction industry; the expectation of construction industry toward theskill which has to be mastered by graduates of civil engineering; and the gap between theevaluation and the expectation.Keywords: construction industry, skill of graduates, quality of graduates, civil engineering.
Success Factor Management Analysis of Self-Management System For Building Projects Jamal; Albani Musyafa; Faisol AM; Fitri Nugraheni
Jurnal Internasional Teknik, Teknologi dan Ilmu Pengetahuan Alam Vol 4 No 2 (2022): International Journal of Engineering, Technology and Natural Sciences
Publisher : University of Technology Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (331.495 KB) | DOI: 10.46923/ijets.v4i2.176

Abstract

The requirement of project management in construction is needed to be able to set priority aspects of implementation from the beginning to the end, to make it succeed and happen as a plan. Self-management is one of the managements to the owner and some scope is to universities that have resources qualified as self-management. Success factor analysis of self-management aims to determine the priority success factors and characteristics of buildings that can be used for self-management. The analytical method used in this research is Analytical Hierarchy Project or AHP. Based on the results of the study, it was obtained 4 respondents who met the criteria for self-management and 10 factors of success, namely quality with 21.33%, leadership / managerial 16.94%, cost 16.89%, 15.68% customer satisfaction, administration 8%, human resources 7.40%, and the other factors such as time with 4.79%, suppliers 3.24%, labor 3.17%, and place characteristics 1.99%. The characteristics of buildings can be done independently, namely; having location or place of development that is owned by the community in a certain area, possessing the development that empowers human resources belonging to mass organizations and community groups, and owning a team of consultants and supervisors to improve planning, scheduling, and increased supervision.
PENGEMBANGAN MODEL PENYEDIAAN RUMAH UNTUK MEMENUHI PERMINTAAN DI INDONESIA Albani Musyafa
Structure Vol 5, No 1 (2023): STRUCTURE (JURNAL SIPIL)
Publisher : University of Muhammadiyah Tangerang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31000/civil.v5i1.8267

Abstract

Procurement of residential buildings or houses in a region requires a standard calculation method. In reality, such planning for housing in Indonesia has not been calculated based on a standard. With such standard, the development stage can be carried out with measurable resource requirements. The purpose of this research is to develop a method for calculating housing needs for an area so that this method can be used as a basis for procurement of housing in regions in Indonesia. The methodology used in this research is drafting the concept, trial and error based on the concept, discussing with experts and validating the results. The result of this research indicated that this calculation method could be used at various levels of the regions in Indonesia.Keywords: planning, procurement, housing, region
Perencanaan Pengadaan Rumah Layak Huni dalam Time Series untuk Keseimbangan Supply-Demand Albani Musyafa
Jurnal Permukiman Vol 18 No 1 (2023)
Publisher : Direktorat Bina Teknik Permukiman dan Perumahan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31815/jp.2023.18.16-24

Abstract

Idealnya pasokan (supply) dan permintaan (demand) dari suatu barang atau jasa harus memenuhi prinsip keseimbangan, termasuk pengadaan rumah layak huni untuk masyarakat luas. Pengadaan rumah layak huni untuk masyarakat umum di Indonesia dilakukan oleh Pemerintah, pengembang (developer) dan masyarakat. Saat ini, masyarakat mengalami kekurangan (backlog) rumah layak huni yang sangat besar. Supply yang ada diharapkan dapat mengurangi atau membereskan backlog tersebut. Tujuan dari tulisan ini adalah melakukan perhitungan kebutuhan dan pengadaan dalam time series sehingga tercapai keseimbangan supply-demand dari rumah layak huni. Metode yang digunakan dalam perhitungan ini adalah: a. menyusun konsep dan variabel perhitungan kebutuhan rumah layak huni dan perhitungan pengadaan rumah layak huni yang realistis, b. mencari data yang relevan yang tersedia secara online dan valid untuk perhitungan-perhitungan tersebut, dan c. melakukan coba-coba sehingga terjadi keseimbangan supply-demand pada waktu yang realistis berdasarkan besarnya nilai backlog dan kapasitas bangun yang ada. Hasil yang didapat dari penelitian ini adalah bahwa keseimbangan antara supply dan demand akan terjadi pada tahun akhir 2048 jika terjadi supply sekitar 2,7 juta unit rumah layak huni per tahun dimulai tahun 2023.
Analisis Perbandingan Biaya dan Waktu pada Penggunaan Duct Spacer dengan Prefabricated dan Hollow Baja Ringan Untuk Pekerjaan Underground Ducting : Studi Kasus Pekerjaan Underground Ducting Untuk Instalasi Airfield Lighting System di Bandara Dhoho Kediri, Jawa Timur Ali Masrodin; Albani Musyafa; Fitri Nugraheni; Taufik Dwi Laksono
Globe: Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan Vol. 2 No. 3 (2024): Publikasi Ilmu Teknik, Teknologi Kebumian, Ilmu Perkapalan
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/globe.v2i3.496

Abstract

The Kediri Airport development project encountered challenges related to underground ducting work. The design of Kediri Airport adheres to international standards, which led to the use of materials not readily available in Indonesia, specifically pipes and duct spacers. Duct spacers are tools used to arrange ducting pipes according to their formation and prevent them from floating during concrete pouring due to buoyancy. The SKEP/114/VI/2002 serves as a reference for underground cable installation, involving direct burial of cables at a depth of 70 cm, covered with a 5 cm layer of sand above the cable surface. These two approaches significantly differ, necessitating problem-solving solutions. To address this issue, research was conducted to find suitable duct spacers in Indonesia. Two alternative materials were considered: PVC and lightweight hollow steel. The study compared costs and time associated with these materials. PVC duct spacers would be imported and be fabricated in Indonesia, while hollow steel duct spacers would be fabricated on-site. The research focused on three aspects: ducting work methods, duct spacer design, and cost-time analysis. Given tight installation spaces and busy schedules, duct spacers needed to be compact, simple, and adaptable to various pipe formations. The design for hollow steel duct spacers aimed for simplicity to reduce on-site construction work. However, care was taken to avoid potential injuries from exposed bolts on the hollow steel frame. The PVC duct spacer design utilized Polytam PF 1000 material, with a nominal shear strength of 399 kg and a nominal moment of 266 kg·cm—sufficient to withstand saturated soil loads up to 162 cm but not vehicular loads. Analyzing procurement time, PVC duct spacers from Indonesian manufacturers were the quickest, taking only 56 days due to no port clearance delays. The fastest completion time for the project was achieved using PVC duct spacers, taking 122 seconds—three times faster than hollow steel duct spacers. While lightweight steel was the most cost-effective option for on-site procurement, combining cost and time analysis favored PVC duct spacers. The minimal cost difference allowed for accelerated production, minimizing the risk of delays
ANALISIS KELAYAKAN DAN MANAJEMEN RISIKO INVESTASI DALAM PEMBUATAN “QUARY ANDESIT” UNTUK MEMENUHI KEBUTUHAN PROYEK TOLL BOCIMI “BOGOR CIAWI SUKABUMI” Wahid Agung; Fitri Nugraheni; Rossy Armyn M; Albani Musyafa
JOURNAL SAINS STUDENT RESEARCH Vol. 2 No. 5 (2024): Oktober : Jurnal Sains Student Research
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jssr.v2i5.2683

Abstract

The Bocimi Toll construction project in the Bogor - Sukabumi area is one of the national strategic projects initiated by the government, according to (Indonesiabaik.id, 2017) this project costs an investment of Rp. 7.77 trillion. With these conditions, the need for aggregate material should be large and this quarry business is attractive to run, but in the process the quarry built by PT. TS experienced operational closures, therefore the author wants to evaluate and conduct an analysis related to the investment made.This analyzes using the formula (Net Present Value), (Internal Rate Of Return) and (Payback Period) and identifies the risks that will occur in a quarry construction so that it can be a decision maker when a construction project or someone will open a quarry. In the research conducted, the total investment value was obtained of Rp. 2,300,000,000 and this business process is planned to run for 5 years, the NPV value was obtained with an Interest value of 10.94% positive Rp.34,848,413,722, the IRR value of 51% is greater than the MARR value determined at 15% and the Payback Period value of 0.7 years this business is considered feasible, then conducting a literacy study and interviews obtained 26 variables, there are 9 variables classified as medium risk and 17 high risk variables, Risk response based on probability and impact values ​​there are owners who have 4 variables with the status of risk avoidance, 3 transfer variables and 1 risk reduction variable. The implementer has 3 risk avoidance variables, 6 risk transfer variables and 1 risk reduction variable. The community has 3 risk avoidance variables.Consumers/project owners have 3 risk avoidance, 1 risk transfer and 1 risk reduction. After the variables from the risk analysis are known, they are re-sorted where the risk factors that can increase the cost burden in investment are then analyzed and the costs incurred are known to be Rp. 1,004,222,260 of that value adds to the capital value, then the NPV value is obtained of Rp. 30,127,078,830 has a positive value, the IRR value is known to be 49% is said to be feasible because it exceeds the MARR value, and after calculating the Payback Period value, it is obtained 1.1 years, analytically it can be said that it is still feasible to run. In this study, risk factors that cannot be assessed are also expected to be a reference for ongoing investment considerations, this is to avoid a loss in the construction of the quarry.