scholarly journals Analisis Waktu dan Biaya Perbandingan Erection Box Girder Menggunakan Metode Crane dan Launcher

2021 ◽  
Vol 18 (2) ◽  
pp. 100-112
Author(s):  
Bunga Islami Fortuna ◽  
I Ketut Sucita ◽  
Rikki Sofyan Rizal
Keyword(s):  
Cost Analysis ◽  
Secondary Data ◽  
Toll Roads ◽  
Box Girder ◽  
Project Completion ◽  
Toll Road ◽  
Road Project ◽  
Implementation Method ◽  
The Right ◽  
Work Method

The most important thing in the construction of toll roads, especially elevated toll roads, is the erection girder. The implementation of this erection girder certainly requires a long time and a large cost, so it requires the right work method in its implementation. The construction of the X Section A Toll Road Project is the construction of an elevated toll road where its implementation is limited by time and cost so that it requires the right work method to achieve timely and cost-efficient project completion. The girder used in this project is a box girder with the implementation method using the crane and launcher method. This study aims to analyze the time and cost of comparing the implementation method of erection box girder using cranes and launchers to obtain a more efficient and effective implementation method. This research was conducted through field observations to observe the erection box girder time and collect secondary data regarding the method of implementing erection box girder. The analysis carried out in this study includes time calculation analysis by calculating the average time value of the erection box girder implementation using statistical formulas and cost analysis carried out by referring to the PUPR Ministerial Regulation Number 28/PRT/M/2016 concerning Analysis of Unit Prices for Public Work. Based on the outcomes of the calculation of time and cost analysis, the duration of the erection box girder with the crane method is 70.65 minutes and requires a cost of Rp 23,769,579 and the launcher method takes 48.12 minutes and costs Rp 11,834,500. Thus, it can be seen that the more efficient and effective erection box girder method is the launcher method with a cost difference of Rp 11935,079 and 32% efficiency. when compared to the crane method.

scholarly journals Penerapan Fahp Pada Pemilihan Metode Pelaksanan Erection Box Girder

2020 ◽  
Vol 19 (1) ◽  
pp. 87-98
Author(s):  
Agung Budi Broto ◽  
Dul Azis Mei Maulana
Keyword(s):  
Decision Making ◽  
Implementation Process ◽  
Assessment Process ◽  
Box Girder ◽  
Work Quality ◽  
Toll Road ◽  
A Value ◽  
Road Project ◽  
Implementation Time ◽  
Process Work

Many parties are involved in a construction project, so in deciding a method of implementing the box girder erection many criteria are taken into consideration. Consequently, decision making is not easy for decision makers. A simple, frequently-used, and popular method for decision making is Fuzzy-Analytical Hierarchy Process (F-AHP) which is designed to overcome the problem of multi criteria decision making (MCDM) in the subjective assessment process. This study aims to obtain the correct method of implementing the box girder erection to be used. Based on previous research, the criteria for determining box girder erection method are the criteria for job risk, work quality, implementation time, implementation process, work safety, and work costs. The alternatives compared are the tandem crane method and the launching gantry method. The data in this study were collected through questionnaires distributed to the expert parties involved in Jakarta - Cikampek II Elevated Toll Road Project. F-AHP analysis is based on the weighting  of quantitative criteria as a result of normalized calculations and qualitative criteria from the results of the respondents questionnaires which were then made pairwise comparisons assisted by Microsoft Excel software. The results of the analysis show that the occupational safety criteria are the most influential criteria with a weight of 0.454, then followed by job risk criteria (0.169), implementation time (0.119), work quality (0.114), implementation process (0.084), and work costs (0.061). The most appropriate method used in the work of the box girder erection at Jakarta - Cikampek II Elevated Toll Road Project is a launching gantry method with a value of 0.597, while the tandem crane method has a value of 0.403.

scholarly journals Development of institutional funding model of deep discount bond and land lease on a toll road project

2018 ◽  
Vol 159 ◽  
pp. 01016 ◽  
Author(s):  
Randika Dwirahman ◽  
Yusuf Latief ◽  
Ayomi Dita Rarasati
Keyword(s):  
Corporate Finance ◽  
Success Factors ◽  
Toll Roads ◽  
State Budget ◽  
Toll Road ◽  
Funding Model ◽  
Road Project ◽  
Institutional Funding ◽  
Management Institutions ◽  
Institutional Success

Toll road is one of the most important parts of connectivity infrastructure. However, the current length of the existing toll roads is still not sufficient compared to the increasing number of vehicles in Indonesia. Nevertheless, the needs for infrastructure funding including for toll roads are not comparable to the availability of state budget. Innovations in funding schemes were required to meet such needs such as Deep Discount Bond (DDB) and Land Lease (LL). To ensure these schemes are running appropriately, an institutional funding model is needed to organize the stakeholders involved. Therefore, five institutional funding models were developed based on the conditions of the DDB issuer (project or corporate finance), LL executor [State Assets Management Institutions (LMAN) or Special Purpose Company (SPC)], and the number of SPC in the models. In addition, ten institutional success factors were identified. Data was collected using in-depth interviews consisting of three parts and analyzed using the Relative Importance Index to rank the institutional success factors found and using the Multi Criteria Analysis to choose the most effective institutional funding model. The institutional success factors that were found to have great values were those related to Government. At the same time, the most effective funding model is a corporate finance scheme, where LL is executed by LMAN, and a single SPC is used.

scholarly journals Disaster and Risk Mitigation at The Toll Road Planning Stage

2021 ◽  
Vol 936 (1) ◽  
pp. 012016
Author(s):  
I. Hermawan ◽  
I. Suhendra ◽  
H. Wiranata ◽  
R.W. Karim ◽  
A.W. Astuti ◽  
...  
Keyword(s):  
Risk Mitigation ◽  
Secondary Data ◽  
Planning Stage ◽  
Rock Formation ◽  
Toll Road ◽  
Construction Methods ◽  
Rock Formations ◽  
Road Geometry ◽  
The Right ◽  
Alternative Routes

Abstract PT. Hutama Karya (Persero), according to Presidential Regulation No. 100 of 2014 and No. 117 of 2015, obtained an assignment to construct and operate 24 sections of Trans Sumatera Toll Road along 2,789 km, including Padang - Pekanbaru Toll Road, where almost all of the segments are located in fault areas and in areas with diverse rock formation. In terms of the number of fault locations, the toll road has a greater risk of earthquakes. Whereas in terms of varying rock formations, construction planning and improper structure determination will cause a highly cost-enhancing effect. In the planning stage, the selection of route is one of the mitigations to minimize the risks and impacts of the earthquake disaster. Toll road trajectories are designed optimally by considering the movement of the earth’s plates based on fault data on these locations and data on rock formations for the construction and structure plan of the Toll Road. Input data needed is Geological Secondary Data and Topographic Data containing information on fault areas and rock formations. Therefore, planning with Quantm Trimble software is the right solution. Determining the route with Quantm Trimble software is one of the effective and efficient methods. The main key in determining routes by Quantm Trimble is the software algorithm which can determine the route quickly by considering the main constraints such as avoiding fault areas, avoiding an area with certain rock formations also determining the construction methods on certain rock formation areas. Quantm Trimble software is able to generate several alternative routes based on user-defined constraints, including accommodating the automatic selected smoothing process according to the specified road geometry standard. The software greatly accommodates the determination of the plan by considering risk and disaster management, as well as being able to manage costs well by determining the construction method plan quickly and accurately.

scholarly journals Kajian Waktu Penyelesaian Metode Crane Dan Metode Launcher Dalam Pelaksanaan Erection Girder Jembatan (Studi Kasus : Pembangunan Jalan Tol Semarang – Solo Ruas Salatiga – Boyolali Sta 40+409 – Sta 71+785)

2019 ◽  
Vol 24 (1) ◽  
pp. 47
Author(s):  
Farouq Khoirul Izza ◽  
Muhammad Ariya Praditama ◽  
Claudia Nimas Kirana ◽  
Karnawan Joko Setyono ◽  
Sudarmono Sudarmono
Keyword(s):  
Data Collection ◽  
Completion Time ◽  
Secondary Data ◽  
Field Studies ◽  
Development Project ◽  
Primary Data ◽  
Variable Time ◽  
Toll Road ◽  
Road Development ◽  
Road Project

<em><span>The Semarang-Solo Toll Road Project for the Salatiga-Kartasura Section is one part of the Trans Java toll road development project, one of the jobs in the form of an erection girder with the method used, namely the Crane and Launcher methods. The purpose of this study is to compare the completion time between Crane and Launcher Methods with field studies and analysis. Stages of research include literature studies, primary data collection in the form of variable time of completion and secondary data then analyzed by comparing the completion time of the second method of erection girder on girder with a span of 20.8 meters and 40.8 meters. The results of the comparison of completion time were obtained on a 20.8 meter span erection girder seen from the shortest time Crane Method was more efficient 61.44% than the Launcher Method, the longest time Crane Method was more efficient 32.13% of the Launcher Method, and Method average time Crane is more efficient 52.15% than the Launcher Method. Then on the span erection girder 40.8 m seen from the shortest time Crane Method is more efficient 61.48% than the Launcher Method, the longest time Crane Method is more efficient 29.82% than the Launcher Method, and the average time of the Crane Method is more efficient 41, 81% of the Launcher Method.</span></em>

scholarly journals ANALISIS RISIKO PELAKSANAAN PEMBANGUNAN JALAN TOL BENOA – BANDARA – NUSA DUA

2015 ◽  
Author(s):  
Ni Putu Mega Astiti ◽  
I N. Norken ◽  
IBN. Purbawijaya
Keyword(s):  
Risk Mitigation ◽  
Road Construction ◽  
Risk Category ◽  
Toll Roads ◽  
Negative Consequences ◽  
Implementation Phase ◽  
Toll Road ◽  
Road Project ◽  
Risk Handling ◽  
The Cost

Benoa-Bandara-Nusa Dua toll road project is the first toll road project in Bali. This highway connects region Nusa Dua with Benoa Harbour area. Construction of toll roads-Benoa-Bandara-Nusa Dua is claimed as the fastest highway development in Indonesia as completed within 14 months. With time so short that the implementation of development it is necessary to research on the risks that arise in the implementation phase of the construction of the toll road The existence of the risks that arise in the implementation of toll road construction will directly impact the cost and development time. It is necessary in order to study the risks that might occur notably members of the dominant risk category can be used as a basis for decision making by the parties concerned to overcome the negative consequences that occur in the construction of toll roads. The research was conducted by means of interviews with various parties and has expert competence in the implementation of toll road construction to determine how the possibility (likelihood) against a variety of risks and to determine how much influences (Consequences) risk. The number of risks identified in this study was as many as 54 risks. The distribution of revenue risk of the project is a total of 18 (33.33%) classified as unacceptable risk, 25 (46.29%) classified as undesirable risk, 9 (16.67%) classified as acceptable risk, 2 (3.7%) classified as negligible risk. Handling risk (risk mitigation) is only performed on the dominant risks are risks that are categorized as unacceptable and undesirable. Risk mitigation conducted on a total of 18 risk unacceptable risk. 25 risk mitigation undesirable risk. Based on the results of this mitigation is then performed risk management ownership (ownership of risk) to the parties involved in the implementation of toll road construction project.

scholarly journals ANALISIS TANGGUNG JAWAB PELAKU USAHA PT. JASA MARGA TERHADAP PELANGGARAN HAK KESELAMATAN KONSUMEN PENGGUNA JALAN TOL DITINJAU DARI PERATURAN PEMERINTAH NOMOR 15 TAHUN 2005 TENTANG JALAN TOL.

2019 ◽  
Vol 1 (2) ◽  
pp. 698
Author(s):  
Mayskhye Techtonia ◽  
A.M Tri Anggraini
Keyword(s):  
Consumer Protection ◽  
Road Safety ◽  
Government Regulation ◽  
Legal Protection ◽  
Toll Roads ◽  
Toll Road ◽  
Road Users ◽  
Consumer Safety ◽  
Transportation Infrastructures ◽  
The Right

Roads are one of the most important transportation infrastructures in people's lives and have an important role in the efforts to develop the life of the nation and state, especially the construction of toll roads that are safe and comfortable for journeys. But along with the development of the era, resulting in many problems that occur related to toll road safety, so the question arises: How is legal protection for consumers of toll road users in the right to safety on the highway? And How the Responsibilities of Business Actors PT. Jasa Marga regarding violations of consumer safety of toll road users in terms of Government Regulation Number 15 of 2005 concerning toll roads? As normative legal protection road users a toll had been arranged in several regulations which includes government regulation number 15 of 2005 and completed explicitly by law number 8 of 1999 on consumer protection. But what envisaged in the regulation in protecting and responsibility of have been given by PT. Jasa Marga not fully been implemented especially consumers road users toll in the soles safety on the highway

scholarly journals KAJIAN TARIF JALAN TOL MEDAN-KUALANAMU-TEBING TINGGI

2019 ◽  
Vol 19 (2) ◽  
pp. 87-92
Author(s):  
Amrizal . ◽  
Aldy Bashari
Keyword(s):  
Willingness To Pay ◽  
Financial Analysis ◽  
Toll Roads ◽  
Ability To Pay ◽  
Toll Road ◽  
Road Users ◽  
Return On Capital ◽  
Road Project ◽  
Capital Return

Abstract Medan-Kualanamu-Tebing Tinggi Toll Road is a series of toll roads that connect Medan City, Kuala Namu Airport, and Tebing Tinggi City. In this study, an analysis of the ability to pay and the willingness to pay of toll road users and financial analysis were performed to determine the feasibility of this toll road project. The analysis shows that the ability to pay and the willingness to pay of the toll road users reach the same value for a tariff of Rp600.00 per km. By using the current tariff, which is Rp1,000.00 per km, the project's capital return is estimated to occur in 2027. Meanwhile, if a tariff of Rp600.00 per km is applied, the toll road project is still financially viable, with a return on capital expected to occur in 2019. Keywords: toll road, toll tariff, ability to pay, willingness to pay, financial analysis  Abstrak Jalan Tol Medan-Kualanamu-Tebing Tinggi adalah rangkaian jalan tol yang menghubungkan Kota Medan, Bandar Udara Kuala Namu, dan Kota Tebing Tinggi. Pada studi ini dilakukan analisis kemampuan membayar dan kerelaan membayar pengguna jalan tol tersebut serta analisis finansial untuk menentukan kelayakan proyek jalan tol ini. Hasil analisis menunjukkan bahwa kemampuan membayar dan kerelaan membayar pengguna jalan tol mencapai nilai yang sama untuk tarif sebesar Rp600,00 per km. Dengan menggunakan tarif yang berlaku saat ini, yaitu Rp1.000,00 per km, pengembalian modal proyek ini diperkirakan terjadi pada tahun 2027. Sementara itu, bila digunakan tarif sebesar Rp600,00 per km, proyek jalan tol ini masih layak secara finansial, dengan pengembalian modal diperkirakan terjadi pada tahun 2019. Kata-kata kunci: jalan tol, tarif tol, kemampuan membayar, kerelaan membayar, analisis finansial

scholarly journals Karakteristik Kecelakaan Lalu Lintas pada Jalan Tol Jagorawi km 19–km 40 Kabupaten Bogor

2021 ◽  
Vol 5 (1) ◽  
pp. 76-88
Author(s):  
Endang Widjajanti
Keyword(s):  
Traffic Accident ◽  
Traffic Accidents ◽  
Bright Light ◽  
Secondary Data ◽  
Warning Signs ◽  
Toll Roads ◽  
Light Conditions ◽  
Fair Weather ◽  
Toll Road ◽  
Directorate General

The aims of this research are to identify accident characteristics and blackspot on Jakarta – Bogor – Ciawi (Jagorawi) Toll Road km 19 – km 40, as part of Jagorawi Toll Road, using secondary data on traffic accidents for 3 years, namely 2016 – 2018. The research method refers to Pd T-09-2004-B-Guidelines for Handling Traffic Accident Black Sites (Directorate General of Bina Marga, 2004). The results showed the most accidents for Bogor direction occurred on Friday (39%) and for Jakarta directions on Tuesday (22%), in bright light conditions, fair weather with the dominant accident type of rear front crash (81%). The blackspots of Jagorawi Toll Road are located on the Km 23 (km 23+090, 23+600 and 23+800) and km 26 (km 26+200, 26+800 and 26+870) for Bogor direction and km 23 (km 23+200, 23+400, 23+600) for Jakarta direction. The proposed handling is the addition of warning signs in blackspot areas, safe distance limits and speed limits on toll roads.

scholarly journals LAST PLANNER SYSTEM (LPS) IMPLEMENTATION ON JAKARTA-CIKAMPEK II ELEVATED TOLL ROAD PROJECT

2020 ◽  
Vol 2 (01) ◽  
pp. 17-22
Author(s):  
Ni'mah Tozahro ◽  
Afrizal Nursin
Keyword(s):  
Project Management ◽  
Problem Formulation ◽  
Literature Study ◽  
Pareto Chart ◽  
Project Management System ◽  
Toll Road ◽  
Last Planner System ◽  
Road Project ◽  
The Right ◽  
Last Planner

In construction industry, its implementation of the construction  has its own constraints. A good management or project management system is needed to minimize the risk of these constraints. The latest project management concept that has proven more effective and efficient is Last Planner System method. This study aims to investigate how the implementation of Last Planner System works on Jakarta-Cikampek II Elevated Toll Road Project. With the evaluation of weekly job evaluations using PPC (Percent Plan Completed) and Pareto Variance Constraint analysis, the constraint issues of this project will be identified. Then they are followed up to find the right solution in handling the constraints. The research method is done by conducting literature study, problem formulation, followed by implementing LPS method, which is through work flow control such as phase and pull plan, lookahead plan, constrain analysis, daily huddles, PPC (Percent Plan Completed) calculation, Pareto Chart analysis with data variation of issues that have been obtained. The results show that the average PPC weekly project is 83.04% and the most influential reason that must be concerned its priority is submittals.

Kajian pelu dan tidaknya penambahan term Budi Pekerti dalam konten buku Pendidikan Agama Islam dan Budi Pekerti untuk siswa SMU

1969 ◽  
Vol 7 (2) ◽  
pp. 61
Author(s):  
Salim Ashar
Keyword(s):  
Religious Education ◽  
Secondary Data ◽  
Holistic Education ◽  
Islamic Education ◽  
Ethical Values ◽  
Library Research ◽  
Split Personality ◽  
Objective View ◽  
The Right ◽  
Scientific Value

Character is a complicated issue, even considered an abstract problem. It is said to be abstract because the concept of manners is not yet operational. While good and bad standards for morals are in the objective view of God the Creator of man. If the character is ethics, it is very dangerous, because some of its value will be contrary to the moral lessons that exist in religious subjects. When both are taught (ethics and morals) then the threat is the students will later experience what is called a split personality, that is split personality. Students become confused because there are conflicting values, such as good values ​​in the sense of morals and good value in manners (call: ethics). There is no honest terminology of Arabic versions, honest English versions, false witnesses of Arabic and French versions, as there is no terminology about Arab or Turkish morality. This applies to humans when there is a pattern of intersection between ethical values ​​and customs: ethical values ​​derive from the "right" way (revelation), whereas customs are derived from the habits The purpose of this study are: 1) Describing whether or not the addition manners in the lessons of Islamic Religious Education. 2) Describe the material (content) in the lesson of Islamic Education and the intersection of Budi Pekerti based on traditional perspectives. This study uses "Library Research". The research data used is secondary data. Data collection techniques used are documentation. Data processing is done by conducting the activity of review, verification and reduction, grouping and systematization, and interpretation or interpretation so that a phenomenon has social, academic, and scientific value. From the results of the discussion concluded: 1) Based on the perspective of Islam, the lessons of Islamic Religious Education need not be added with the character, because in fact holistic education includes in the Islamic Religious Education. 2) The content of Islamic Religious Education should include aspects of Islam, ie Aqidah, Shari'ah and Akhlak which are taught in a balanced way, but the lesson of character can be combined as long as the adat is the custom of the Muslims.

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