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Amanatullah Savitri
Faculty of Civil Engineering and Planning, Batam International University
Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Engineering Transportation

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Journal : Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS)

 1 
Efektifitas Pembesian pada Proyek Panbill Mall menggunakan Bar Bending Schedule SNI-2847-2019, BS-8666-2005, dan Linear Programming Derwin Arifin; Ade Jaya Saputra; Amanatullah Savitri
Jurnal Manajemen Teknologi & Teknik Sipil Vol 5, No 1 (2022): JUNE
Publisher : Faculty of Engineering, Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2902.203 KB) | DOI: 10.30737/jurmateks.v5i1.2588

Abstract

The need for the amount of iron in a structural element becomes an important part of attention. Improper planning for iron needs will result in uncontrolled or excessive residual iron material. The effectiveness of iron is needed to minimize the amount of residual iron produced. This study aims to carry out the effectiveness of steel usage on the Panbill Mall Project based on the Bar Bending Schedule. The Bar Bending Schedule is carried out using the SNI-2847-2019, BS-8666-2005, and Linear Programming methods. The review of the reinforcement was carried out on the foundation structural elements (PC1 and PC2). Some data were collected such as steel length, quantity, and bending shape based on the structural drawings of the Panbill Mall project. From this data, calculations are made based on the Bar Bending Schedule with different references and methods. So that the minimum amount of iron will be obtained. Based on the results of the calculations and analysis carried out, it can be concluded that the Linear Programming method is the most effective method in calculating the iron based on the Bar Bending Schedule. Based on the results of residual iron calculated using SNI-2847-2019 and BS-8666-2005, the Linear Programming Method is more effective in reducing iron residues by 76% on P1C foundations and 92% on P2C foundations. These results can be used as a reference in calculating the iron based on the bar Bending Schedule effectively.
Optimalisasi Rencana Anggaran Biaya pada Perumahan Central Raya Tiban Menggunakan Perhitungan SNI dan Kontraktor Delvina Luo; Jody Martin Ginting; Amanatullah Savitri
Jurnal Manajemen Teknologi & Teknik Sipil Vol 5, No 1 (2022): JUNE
Publisher : Faculty of Engineering, Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2954.028 KB) | DOI: 10.30737/jurmateks.v5i1.2576

Abstract

In the construction project, construction management is needed in order to get results that are in accordance with the objectives of the development. One of the elements of project management is cost management. Poor cost management can lead to cost overruns or over budgets to the detriment of project owners and contractors. One of the methods that can be used in preparing the project cost budget is the SNI calculation and the contractor's calculation. The purpose of this study was to determine the comparison of the budget plan using the SNI method and the contractor's calculation. The research was conducted by collecting data on the Central Raya Tiban housing development project. Furthermore, an analysis using the SNI and contractor is carried out and compares the results of the calculations of the two methods. The results of the study obtained that the estimated cost budget plan from the calculation of the contractor was Rp. 283,827,332, while the results with the SNI were Rp. 330,333,371. From these data, it can be seen that the contractor's calculation is more optimal when compared to the calculation of SNI with a difference of Rp. 46,506,039 or 14.08% of the total value of the estimated cost budget based on the SNI calculation method. This can be used as a reference in preparing a cost budget in order to reduce development or project costs so that they become optimal and in accordance with the wishes of the project owner.
Optimalisasi Rencana Anggaran Biaya pada Perumahan Central Raya Tiban Menggunakan Perhitungan SNI dan Kontraktor Delvina Luo; Jody Martin Ginting; Amanatullah Savitri
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 5 No. 1 (2022): JUNE
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v5i1.2576

Abstract

In the construction project, construction management is needed in order to get results that are in accordance with the objectives of the development. One of the elements of project management is cost management. Poor cost management can lead to cost overruns or over budgets to the detriment of project owners and contractors. One of the methods that can be used in preparing the project cost budget is the SNI calculation and the contractor's calculation. The purpose of this study was to determine the comparison of the budget plan using the SNI method and the contractor's calculation. The research was conducted by collecting data on the Central Raya Tiban housing development project. Furthermore, an analysis using the SNI and contractor is carried out and compares the results of the calculations of the two methods. The results of the study obtained that the estimated cost budget plan from the calculation of the contractor was Rp. 283,827,332, while the results with the SNI were Rp. 330,333,371. From these data, it can be seen that the contractor's calculation is more optimal when compared to the calculation of SNI with a difference of Rp. 46,506,039 or 14.08% of the total value of the estimated cost budget based on the SNI calculation method. This can be used as a reference in preparing a cost budget in order to reduce development or project costs so that they become optimal and in accordance with the wishes of the project owner.
Efektifitas Pembesian pada Proyek Panbill Mall menggunakan Bar Bending Schedule SNI-2847-2019, BS-8666-2005, dan Linear Programming Derwin Arifin; Ade Jaya Saputra; Amanatullah Savitri
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 5 No. 1 (2022): JUNE
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v5i1.2588

Abstract

The need for the amount of iron in a structural element becomes an important part of attention. Improper planning for iron needs will result in uncontrolled or excessive residual iron material. The effectiveness of iron is needed to minimize the amount of residual iron produced. This study aims to carry out the effectiveness of steel usage on the Panbill Mall Project based on the Bar Bending Schedule. The Bar Bending Schedule is carried out using the SNI-2847-2019, BS-8666-2005, and Linear Programming methods. The review of the reinforcement was carried out on the foundation structural elements (PC1 and PC2). Some data were collected such as steel length, quantity, and bending shape based on the structural drawings of the Panbill Mall project. From this data, calculations are made based on the Bar Bending Schedule with different references and methods. So that the minimum amount of iron will be obtained. Based on the results of the calculations and analysis carried out, it can be concluded that the Linear Programming method is the most effective method in calculating the iron based on the Bar Bending Schedule. Based on the results of residual iron calculated using SNI-2847-2019 and BS-8666-2005, the Linear Programming Method is more effective in reducing iron residues by 76% on P1C foundations and 92% on P2C foundations. These results can be used as a reference in calculating the iron based on the bar Bending Schedule effectively.
Co-Authors Ade Jaya Saputra Delvina Luo Derwin Arifin Jody Martin Ginting