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HUBUNGAN DAN PENGARUH FAKTOR-FAKTOR RISIKO RANTAI PASOK MATERIAL TERHADAP KINERJA PROYEK PEMBANGUNAN GEDUNG DI KABUPATEN PIDIE JAYA DAN BIREUEN Fahmi M. Hasan; Mochammad Afifuddin; Abdullah Abdullah
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 2, No 4 (2019): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v2i4.14953

The disaster of an earthquake measuring 6.4 on the Richter Scale (SR) that hit Pidie, Pidie Jaya and Bireuen Districts on December 7, 2016 has resulted in damage to infrastructure and facilities. In an effort to accelerate post-disaster rehabilitation and reconstruction, the Ministry of Public Works and Public Housing, carried out the rebuilding of the At-Taqarrub Mosque, Ulee Glee Market in Pidie Jaya District and Al-Aziziyah Islamic College in Bireuen District. Some of the risks that occur in the implementation of the project are the replacement of material use, the late submission of material proposals from the executor, material fabrication far from the project location, the disruption of land traffic to the project location, instructions for accelerating work so the building is functional before the contract ends from the owner. and there are limitations to suppliers in meeting a large demand for material in a short time. This study aims to analyze the level of relationship and the form of influence between material supply chain risk on project performance. This study uses a combined method, which combines qualitative and quantitative approaches through questionnaires. Respondents were directed at 20 planning personnel, 26 implementing personnel, 6 construction management personnel and 13 owner staff. The independent variables reviewed are supply, control, process and demand factors, while the dependent variable is project performance. The results showed that all material supply chain risk factors had a high relation to project performance. All material supply chain risk factors have a significant effect on project performance, which is equal to 78.8%. The material supply chain risk factor that predominantly affects project performance is the demand factor, with a regression coefficient of 0.283. This means that if the demand factor is handled properly by the executor and the owner, the project performance will increase by 28.3%.

FAKTOR-FAKTOR YANG MEMPENGARUHI KONSUMEN DALAM MEMILIH PERUMAHAN (STUDI KASUS: PERUMAHAN VILLA CITRA DAN VILLA BUANA GARDENIA) Zamzami Zamzami; Abdullah Abdullah; Hafnidar A. Rani
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 1 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i1.10367

The city of Banda Aceh, apart from being the administrative center of Aceh's administration, is also a center of economic, educational and trade activities, so that economic growth and population are growing rapidly. Consumer preferences in choosing housing varies greatly, because every individual has different desires in choosing the desired housing. The purpose of this study is to determine the preferences of consumers in choosing and determine the desired housing. Based on the result of correlation analysis, that the quality factor/character of social environment (Xe6) correlation between consumer preferences in choosing Villa Citra housing equal to R = 0,358 shows "low" relationship level while consumer preferences in choosing Villa Buana Gardenia housing show value equal to R = 0,585 show level of relationship "moderate or moderate". Multiple linear regression analysis obtained significant value that is in variable (Xe7) equal to 0,066 or in "condition and shape of house" while for Villa Villa Gardenia from multiple linear regression analysis obtained value of regression coefficient that is at variable (Xi4) equal to 0,006 that is or on "motivation to stay" and the variable (Xi5) of 0.038 is the quality/character of the social environment. This shows that the relationships in these variables have significant relationship values.

FAKTOR SISA MATERIAL YANG MEMPENGARUHI BIAYA PADA PELAKSANAAN PROYEK KONSTRUKSI GEDUNG DI PROVINSI ACEH Julsena Julsena; Abdullah Abdullah; Anita Rauzana
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 1, No 4 (2018): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v1i4.12465

The material has a large percentage of 50-70% of the total project cost. Good management can reduce the occurrence of excess material waste. The remaining material that has not been identified, will make the contractor does not know what percentage of losses caused by the remaining material in the project site. This study aims to identify the dominant factors causing the residual material, and to analyze the relationship and the influence of the remaining factors of material on the cost of building construction projects in Aceh Province. This study uses a mixed method, which combines qualitative and quantitative approaches through the distribution of questionnaires. Respondents addressed to the project manager of building contractor company with sub-field BG004 ranging from medium qualification (M1, M2), and large (B1). Based on the data of Construction Services Procurement Service (LPJK) in 2017 the number of contracting companies obtained as many as 215 companies, using Slovin formula then the research sample obtained as many as 68 companies. The sampling technique used is simple random sampling, randomly regardless of the strata present in the population. Of the 68 companies selected, construction costs range from Rp. 588,000,000 up to Rp. 30,251,965,000, with implementation period from 2010-2017. Data processing consists of validity, and reliability, while data analysis consists of descriptive analysis, simple correlation and multiple linear regression through Statistical Product and Service Solution (SPSS) version 22 software. The results show that the dominant remaining material factor that occurs during project implementation building construction in Aceh Province is a residual factor with a mean of 4.729. The design, procurement, handling and implementation factors have low correlation with Spearman coefficient of 0.260, 0.295, 0.373, and 0.296, while the residual factor has a very low correlation with Spearman coefficient of 0.130 to the cost of building construction projects in Aceh Province.

KAPASITAS GESER BALOK PROFIL I FERRO FOAM CONCRETE Nanda Mahathir; Mochammad Afifuddin; Abdullah Abdullah
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 4, No 3 (2021): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v4i3.24508

Lightweight concrete has a lower density than regular concrete. Foam concrete is one type of lightweight concrete. Aceh is one of the earthquake-prone provinces in Indonesia. Ferro foam concrete as a material to reduce the risk of earthquakes is an option. Ferro Foam Concrete is a composite material that combines wire mesh and foam concrete. Aside from its high load carrying capacity, lightweight, and ease of manufacture, this material have several advantages. Afifuddin et al. researched Canal Profile (C) configured to I using Ferro foam concrete (2013-2014). According to the findings of this study, the girder's weakness was that it experienced flexural failure during the test and that the ability of the girder as the I profile was not fully achieved due to the merging of two C profiles. The I profile does not fully achieve the size of the wings and body, which is calculated as an integral part of the I profile. As a result of this issue, the author wishes to conduct additional research on the subject. This research aimed to determine the shear capacity of the load-receiving system. The I Profile is the first of three samples to be created. BU 1 has three layers of wiremesh and measures 225 mm wide, 450 mm high, and 90 mm thick. BU 2 has four layers of wiremesh and measures 225 mm wide, 450 mm high, and 90 mm thick. Speciments 3 has four layers of wiremesh and is 300 mm wide, 600 mm high, and 120 mm thick. Reinforcement of test samples with D8 mm and D13 mm (steel screws) and wiremesh 3, 4, and 4 layers. SG 1.6 with FAS 0.4 and pozzolan at 10%. The results of the research on the shear capacity of the profile I 450-225-90-3L from the laboratory results were 11,855 tons, and from the theoretical obtained 12.007 tons. For the I profile of 450-225-90-4L, the laboratory results have a shear capacity of 12.730 tons. In comparison, the theoretical yield is 13.394 tons, and the shear capacity for the I profile of 600-300-120-4L is 21.150 tons and based on theoretical 24.462 tons.

HUBUNGAN DAN PENGARUH FAKTOR - FAKTOR RISIKO DESIGN AND BUILD TERHADAP KESUKSESAN PROYEK PEMBANGUNAN SEKOLAH PERMANEN DI KABUPATEN PIDIE JAYA DAN BIREUEN Faisal Faisal; Abdullah Abdullah; Mochammad Afifuddin
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 2, No 4 (2019): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v2i4.14952

The earthquake on December 7, 2016 measuring 6.4 on the Richter Scale (SR), which hit the districts of Pidie, Pidie Jaya and Bireuen, has caused fatalities, damage to infrastructure and public facilities. In an effort to accelerate post-disaster rehabilitation and reconstruction, based on INPRES No. 5 of 2017, Aceh Provincial Building and Environmental Management Work Unit of the Ministry of Public Works and Public Housing, carried out the rebuilding of permanent schools using RISHA construction technology with a system of design and build contracts in Pidie Jaya District and Bireuen. This study aims to analyze the relationship and influence of design and build risk factors on the success of permanent school construction projects in Pidie Jaya and Bireuen Districts. This study uses qualitative and quantitative methods. Respondents were directed at 13 planning personnel, 25 implementing personnel, 21 construction management personnel and 13 owner staff. The independent variables in this study are the risk factors of design and build which consist of the owner management ability factor, procurement process, planning ability, implementation ability, project manager's ability, and project scope factors, while the dependent variable is the success of the project. The results of the study show that there is a low level of relationship between the factors of the project manager's ability, a sufficient level of relationships from the factors of implementation ability, procurement processes and project scope factors, a high level of relationship between planning ability factors and management owner's ability factors to project success. All design and build risk factors have a significant effect on project success, which is 68.8%. The dominant factor affecting project success is the project scope factor, with a regression coefficient of 0.162. In this case if the project scope factor is handled properly by all parties involved, then the success of the project will increase by 16.2%.

PENGARUH DISTRIBUSI TULANGAN GESER TERHADAP KUAT GESER BETON RINGAN BUSA BERSERAT NYLON DENGAN METODE PUSH - OFF Muhammad Ali Akoeb; Abdulah Abdullah
JURNAL TEKNIK SIPIL Vol 3, No 1 (2013): Jurnal Teknik Sipil Volume 3, Nomor 1, September 2013
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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This study aims to determine the effect of the distribution of shear reinforcement to shear strength fiber nylon foam lightweight concrete. Specimens used for testing the push - off is a Z - shaped concrete shear reinforcement that has been given by Av ( extensive reinforcement total ) = 113.08 mm2 , and a cylindrical specimen of 15 cm diameter and 30 cm high. Specimens were tested after the age of 28 days. The dimensions of the push - off test specimen is 20x10x30 cm. Push - off test specimens reinforced with 4Ø12 to avoid collapse in the neck specimen. Shear reinforcement placed according to the distance plans , and by means of welded dikat. Tests include lightweight concrete compressive strength test fiber foam, split tensile strength test of lightweight foam concrete fiber , steel tensile strength test to determine the quality of steel used, as well as lightweight foam concrete shear test berserat.Hasil testing shows the relationship between shear stress with tensile strength as well as strong he stressed. Vserat value ( shear stress due to the contribution of fiber ) used was 1.08 kg/cm2 and Vs ( shear stress due to the contribution of steel ) ) is 11.6 kg/cm2nilai contributions donated by the reinforcement fibers and obtained from previous studies . In this research also found the effect of reinforcing the widespread distribution of the total reinforcement ( Av ) is the sam . From these results obtained percentage value of shear stress against compressive strength with reinforcement 1Ø12 is 19.793 %, 25.574 % is 4Ø6 reinforcement , and 9Ø4 is 27.173 %. Difference in percentage of shear stress on split tensile strength is at 1Ø12 2.44% , 74.13 % and 85.21 % at 4Ø6 on 9Ø4 . Results shear push - off test specimen with reinforcement 1Ø12 is 49 250 kg/cm2, 4Ø6 is 55.470 kg/cm2 , and 9Ø4 is 59,000 kg/cm2 , it is known that the more the distribution of reinforcement will increase the shear stress fiber lightweight concrete foam .

KEKUATAN STRUKTUR BANGUNAN PENYELAMAT TSUNAMI AKIBAT BEBAN GEMPA DI KECAMATAN KUTA ALAM BANDA ACEH Sanneti Hevianis; Abdullah Abdullah; Teuku Budi Aulia
JURNAL TEKNIK SIPIL Vol 5, No 2 (2016): Volume 5, Nomor 2, Januari 2016
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract : Banda Aceh suffered extensive damage due to earthquake and tsunami that hit on December 26, 2004. Kuta Alam district, one of area in Banda Aceh that consist of 11 villages, only 2 of them were not affected by the tsunami. Many of people were affected due to the lack of early warning and escape building. Nowadays, there is no escape building in this area make spatial planning based disaster mitigation is not implemented properly. According to the prior research, there are 45 buildings which can be an alternative escape building when the tsunami hit; but the safety of buildings were not guaranteed, because the durability toward seismic threat was not known. Therefore, this study was aim to determine the strength of buildings structure. This study was conducted on 5 public buildings, which are included to the highest risk area of tsunami to moderate. The buildings are : SMPN 9 Banda Aceh, SDN 36 Banda Aceh, Ar-Rahman mosque SD Kartika XVI-1 Banda Aceh, SMA Safiatuddin Banda Aceh, and SDN 45 Banda Aceh. All of them were a reinforced concrete and two-story builiding. Stage of this study were conduct visual observation for the whole buildings; calculating the structual strength of the buildings with Structural Analysis Programming (SAP2000), the seismic load by referring to Indonesian National Standard (SNI 03-1726-2012). The result of this study showed the buildings are still in very good condition, SAP2000 calculation result also showed the buildings still have good strength even when they were loaded by seismic loads.Keywords : Earthquake, Tsunami, Escape BuildingAbstrak : Akibat bencana gempa bumi dan tsunami yang melanda Aceh pada tanggal 26 Desember 2004, Kota Banda Aceh mengalami kerusakan infrastuktur yang sangat berat. Kecamatan Kuta Alam, salah satu Kecamatan di Kota Banda Aceh yang terdiri dari 11 desa, hanya 2 diantaranya yang tidak terkena dampak tsunami; banyaknya korban jiwa yang timbul karena tidak adanya peringatan dini dan bangunan untuk tempat berlindung. Saat ini tidak adanya bangunan escape building di wilayah ini membuat perencanaan tata ruang wilayah yang berbasis mitigasi bencana belum dapat terlaksana dengan baik. Berdasarkan penelitian sebelumnya, terdapat 45 bangunan yang dapat menjadi alternatif sebagai bangunan penyelamat ketika terjadinya tsunami, namun hal inipun belum menjamin keamanannya, karena belum diketahui standar daya tahan bangunan tersebut terhadap ancaman gempa. Penelitian ini bertujuan untuk mengetahui kekuatan struktur bangunan. Penelitian dilaksanakan pada 5 bangunan publik, yang termasuk dalam wilayah yang memiliki risiko paling tinggi hingga sedang akibat bencana tsunami. Bangunan tersebut antara lain : SMPN 9 Banda Aceh, SDN 36 Banda Aceh, Mesjid Ar-Rahman SD Kartika XVI-1 Banda Aceh, SMA Safiatuddin Banda Aceh, dan SDN 45 Banda Aceh. Semua bangunan tersebut merupakan konstruksi beton bertulang dan berlantai 2. Tahapan penelitian ini adalah dengan melakukan pengamatan secara visual untuk keseluruhan bangunan; melakukan perhitungan kekuatan untuk kondisi eksisting bangunan dengan Structural Analysis Programming (SAP2000), beban gempa rencana sesuai dengan Standar Nasional Indonesia (SNI) 03-1726-2012. Hasil penelitian menunjukkan kelima bangunan tersebut masih dalam kondisi yang sangat bagus, hasil perhitungan SAP2000 juga menunjukkan bangunan tersebut masih memiliki kekuatan yang cukup baik ketika dibebani beban gempa.Kata kunci : Gempa bumi, Tsunami, Bangunan Penyelamat Tsunami

ZONASI DAN PEMODELAN NILAI KERUSAKAN AKIBAT GEMPA TAHUN 2012 DI KABUPATEN BENER MERIAH PROVINSI ACEH Andi Munawar MD; Abdullah Abdullah; Mochammad Afifuddin
JURNAL TEKNIK SIPIL Vol 5, No 3 (2016): Volume 5, Nomor 3, Mei 2016
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract : The research propose to analysis damage value of house building component based on epicenter to 8 districts in Bener Meriah by zone I, II and III. The data of house damage, damage volume and damage value obtain from investigation team of Civil Engineering Department, Syiah Kuala University. The variable research are damage value as dependent variable and damage volume as independent variable. Damage volume choose by dominant component cause damage, which are column, beam, roof beam, wall, plastering and floor. The methodology to analysis a research by statistic. Multiple linear regression analysis Y=a+b1x1+b2x2, correlation analysis KK=r, determination analysis (r²) and validation to result model, the multiple linear regression result of value damage model for zone I is: Y = 494.911,890 + 12.412.913,274 X1 + 8.993.678,236 X2 + 10.600.536,147 X3 – 29.009,579 X4 + 127.246,485 X5 + 166.892,806 X6. The multiple linear regression result of value damage model for zone II is : Y = 1.211.022,005 + 8.578.256,164 X1 + 3.598.938,984 X2 + 5.333.354,411 X3 + 91.944,092 X4 + 89.625,015 X5 + 94.333,304 X6, and The multiple linear regression result of value damage model for zone III is: Y = 2.036.187,009 + 8.220.373,282 X1 + 1.051.758,134 X2 + 6.978.747,308 X3 + 289.716,611 X4 – 16.820,514 X5 + 253.460,659 X6. Base on third model that shows that damage coefficient to column, beam, roof beam, wall and floor. Zone I have higher damage value than zone II and III. Wall and plasteringcomponent more cause damage to each zone.Keywords : distance, damage component, damage value, zoningAbstrak:Penelitian ini bertujuan menganalisis nilai kerusakan pada komponen bangunan rumah tinggal berdasarkan zona gempa bangunan dari pusat gempa dengan pembagian zona I, II dan III pada 8 kecamatan di Kabupaten Bener Meriah Provinsi Aceh. Data komponen rumah yang rusak, volume kerusakan dan nilai kerusakan berdasarkan hasil Tim Investigasi Jurusan Teknik Sipil Universitas Syiah Kuala. Variabel yang digunakan dalam penelitian ini yaitu nilai kerusakan sebagai variabel terikat dan volume kerusakan sebagai variabel bebas. Volume kerusakan yang digunakan adalah pada komponen bangunan yang dominan mengalami kerusakan yaitu pada kolom, balok, ringbalk, dinding, plesteran dan lantai. Metode yang digunakan dalam penelitian ini adalah metode statistik yaitu analisis regresi berganda Y=a+b1x1+b2x2, analisis koefisien korelasi KK=r,analisis determinasi (R²) dan validasi terhadap model yang dihasilkan. Hasil model nilai keruskaan untuk zona I yang diperoleh dengan menggunakan regresi berganda adalah: Y = 494.911,890 + 12.412.913,274 X1 + 8.993.678,236 X2 + 10.600.536,147 X3 – 29.009,579 X4 + 127.246,485 X5 + 166.892,806 X6. Hasil model biaya kerusakan untuk zona II adalah : Y = 1.211.022,005 + 8.578.256,164 X1 + 3.598.938,984 X2 + 5.333.354,411 X3 + 91.944,092 X4 + 89.625,015 X5 + 94.333,304 X6, dan hasil model biaya kerusakan untuk zona III adalah : Y = 2.036.187,009 + 8.220.373,282 X1 + 1.051.758,134 X2 + 6.978.747,308 X3 + 289.716,611 X4 – 16.820,514 X5 + 253.460,659 X6. Dari hasil ketiga model tersebut dapat dilihat bahwa koefisien kerusakan dengan komponen kolom,balok lantai, ringbalk, dinding, plesteran dan lantai, zona I mempunyai koefisein biaya kerusakan yang lebih tinggi dibandingkan dengan zona II dan III. Komponen dinding dan plesteran lebih banyak terjadi kerusakan di masing-masing zona.Kata kunci : jarak, komponen kerusakan, nilai kerusakan, zonasi.

PEMODELAN ESTIMASI BIAYA REHABILITASI RUMAH DI BENER MERIAH PROVINSI ACEH AKIBAT GEMPA BUMI Sidro Mujahid; Abdullah Abdullah; Mochammad Afifuddin
JURNAL TEKNIK SIPIL Vol 5, No 2 (2016): Volume 5, Nomor 2, Januari 2016
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract : The cost factor has important role in house rehabilitation proccess.The issues in this research is how rehabilitation cost model for house affected by earthquake on Bener Meriah District. The scope of this research is focuses to houses with slightly damage and moderately damage category on Bener Meriah District. The research used secondary data from The District Agency for Disaster Mitigation (BPBD), contains districts, villageand level of damage level. Rehabilitation cost model analysis by multiple linear regression. Furthermore, to estimate rehabilitationcost model by using the five components that are column (X1), beam (X2), ringbalk (X3), wall (X4), and floor (X5). Cost rehabilitation model for the slightly damaged is Y = 4.061.668,397 + 6.072.240,232X1 + 1.524.303,402X2 + 2.478.430,286X3 + 137.274,165X4 + 54.753,273X5, with coeficient of correlation is0,997 and coeficient of determination is 0,997. The result cost rehabilitation modelling for house can recommended to moderately damage category is Y = 12.222.684,300 + 10.668.667,117X1 + 8.092.078,132X2 + 7.553.578,581X3 + 162.746,522X4 + 143.723,019X5, with coeficient of correlation 0,995and coeficient of determination is 0,990.Keywords : Rehabilitation cost, volume of damage, modellingAbstrak : Faktor biaya memiliki peranan yang sangat kuat dalam penyelenggaran rehabilitasi suatu bangunan.Pokok permasalahan pada penelitian ini adalah bagaimanakah model biaya rehabilitasi rumah tinggal pasca gempa di Kabupaten Bener Meriah. Ruang lingkup penelitian ini dibatasi pada rumah tinggal dengan kategori rusak ringan dan rusak sedang di Kabupaten Bener Meriah. Data yang digunakan pada penelitian ini adalah data sekunder yang berupa data rumah rusak setiap kecamatan,desa dan tingkat klasifikasi kerusakan rumah tinggal. Model estimasi biaya rehabilitasi dilakukan dengan metode analisa regresi linier berganda. Selanjutnya menentukan model biaya perbaikan menggunakan volume kerusakan dari lima komponen pekerjaan yaitu kolom (X1), balok latai (X2), ringbalk (X3), dinding (X4), dan lantai (X5). Hasil pemodelan biaya rehabilitasi rumah tinggal yang dapat direkomendasikan untuk kategori rusak ringan adalah Y = 4.061.668,397 + 6.072.240,232X1 + 1.524.303,402X2 + 2.478.430,286X3 + 137.274,165X4 + 54.753,273X5, dengan koefisien korelasi sebesar 0,998 dan koefisien determinasi sebesar 0,997. Hasil model biaya perbaikan rumah tinggal yang dapat direkomendasikan untuk mengestimasi biaya perbaikan rumah tinggal kategori rusak sedang adalah Y = 12.222.684,300 + 10.668.667,117X1 + 8.092.078,13X2 + 7.553.578,58X3 + 162.746,52X4 + 143.723,019X5, dengan koefisien korelasi sebesar 0,995 dan koefisien determinasi sebesar 0,990.Kata kunci : Biaya Rehabilitasi, Volume kerusakan, Pemodelan

STUDI KOMPARASI PELAKSANAAN PROYEK KONSTRUKSI BENCANA ALAM DAN NON BENCANA ALAM PADA DINAS PENGAIRAN ACEH Gustin Yulian Nova; Yuwaldi Away; Abdullah Abdullah
JURNAL TEKNIK SIPIL Vol 6, No 2 (2017): Volume 6, Nomor 2, Januari 2017
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract: Disaster impact on losses for both material and non-material and is caused by natural and non-natural factors. Any losses require post-disaster recovery. Implementation of the recovery is done in all sectors as was done by the Irrigation Department of Aceh. The main problems in the implementation of construction projects of natural disasters and other not natural disaster is a good project management practices between the two. The purpose of this study was to investigate the application of project management for the implementation of construction projects of natural disasters and other not natural disasters as well as investigating whether there is a difference or not to the application of project management between the two. Method study conducted through a questionnaire survey with the target respondent is the owner and contractor of the project construction natural disasters and non-natural disasters in the field of Wetlands and Coastal Irrigation (IRP) Irrigation Department of Aceh from 2009-2012 with APBA funding. Based on the results of data processing and the discussion that has been done, the owner and the contractor have the same perception (correlated) to rank the answers in conducting project management application in the category of cost and time. For comparison (comparison test), the application of project management at the time and expense categories shows that there is a difference from the second respondent implementation of project management in both categories. Abstrak: Bencana berdampak pada kerugian baik materil maupun non materil dan disebabkan oleh faktor alam maupun non alam. Segala kerugian membutuhkan pemulihan pasca bencana. Pelaksanaan pemulihan dilakukan pada semua sektor seperti yang dilakukan oleh Dinas Pengairan Aceh. Permasalahan utama dalam pelaksanaan proyek konstruksi bencana alam dan non bencana alam adalah penerapan manajemen proyek yang baik antara keduanya. Tujuan penelitian ini adalah menyelidiki penerapan manajemen proyek untuk pelaksanaan proyek konstruksi bencana alam dan non bencana alam serta menyelidiki apakah terdapat perbedaan atau tidak untuk penerapan manajemen proyek diantara keduanya. Metode penelitian yang dilakukan melalui survey kuesioner dengan target responden adalah pihak owner dan kontraktor pelaksanaan proyek konstruksi bencana alam dan non bencana alam pada bidang Irigasi Rawa dan Pantai (IRP) Dinas Pengairan Aceh dari tahun 2009 – 2012 dengan sumber dana APBA. Berdasarkan hasil pengolahan data dan pembahasan yang telah dilakukan, owner dan kontraktor memiliki persepsi yang sama (berkorelasi) terhadap peringkat jawaban dalam melakukan penerapan manajemen proyek pada kategori biaya dan waktu. Untuk perbandingan (uji komparasi), penerapan manajemen proyek pada kategori waktu dan biaya menunjukkan bahwa dari kedua responden terdapat perbedaan penerapan manajemen proyek pada kedua kategori.

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