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Meminimalisir Keterlambatan Waktu dan Pembengkakan Biaya Proyek Pembangunan Gedung Kecamatan Dongko, Trenggalek dengan Metode Nilai Hasil (Earned Value Method) Mohammad Bismo Febriantoro; Sony Susanto; Eko Siswanto
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 (3223.192 KB) | DOI: 10.30737/jurmateks.v5i1.2881

Abstract

The construction of the Dongko Trenggalek District Building is one of the Trenggalek government's work programs in an effort to improve the quality of community services. In the construction of a building, proper project management needs to be done to minimize the occurrence of project failures. This study aims to minimize delays and cost overruns in the Dongko District Building Project, Trenggalek. Efforts to control the project are carried out with the result value method. EVM is one of the methods used to measure and evaluate the progress and performance of a project The result value method is applied by performing performance analysis which includes cost and schedule analysis, variance analysis, performance index analysis and cost estimation analysis and work end time. The project was built with a contract value of Rp. 2,902,468,0000.00 and is planned to be completed within 154 days. The results showed that the project experienced delays from what was planned. The completion time was delayed from the planned time from 154 days to 170 days with a total project cost of Rp. 2,932,467,150 which indicates that the budgeted costs for the work carried out experienced overhead or cost overruns. By knowing this, the implementer can evaluate the work early so as to minimize the occurrence of project failure.
Desain Overlay Perkerasan Lentur Pada Jalan Joyoboyo Timur Kediri Dengan Metode Analisa Komponen Ervan Adi Prasetyo; Yosef Cahyo Setianto Poernomo; Eko Siswanto; Mochammad Danara Indra Pradigta
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 (2850.074 KB) | DOI: 10.30737/jurmateks.v5i1.2815

Abstract

Road pavement damage is an important thing to pay attention to. Improper planning, increasing traffic volume loads to lack of care and maintenance are factors that cause road damage. Road damage has an impact on the safety of road users. On the Joyoboyo East Kediri road, there are several roads that suffered significant damage. This study aims to design the repair of damage to the East Kediri Joyoboyo road. Repairs are carried out by adding a layer of pavement to the potholes. The component analysis method is used to determine the required pavement thickness. With the component analysis method, the design equivalent cross section will be calculated based on traffic data, as well as soil bearing capacity, regional factors and surface index. So that the pavement thickness index is obtained to determine the required pavement thickness. The result of this research is that the cross equivalent is 116.730, the regional factor value is 0.5 and the Surface Finish Index is 1.5. From the results of these calculations, Nomogram 5 was used and the Pavement Thickness Index value was 5.2. So that the required overlay thickness is 5 cm. These results can be used as a reference in repairing pavement damage on the Joyoboyo Timur Kediri road, so that it can support the safety of road users and facilitate transportation.
Desain Overlay Perkerasan Lentur Pada Jalan Joyoboyo Timur Kediri Dengan Metode Analisa Komponen Ervan Adi Prasetyo; Yosef Cahyo Setianto Poernomo; Eko Siswanto; Mochammad Danara Indra Pradigta
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.v5i1.2815

Abstract

Road pavement damage is an important thing to pay attention to. Improper planning, increasing traffic volume loads to lack of care and maintenance are factors that cause road damage. Road damage has an impact on the safety of road users. On the Joyoboyo East Kediri road, there are several roads that suffered significant damage. This study aims to design the repair of damage to the East Kediri Joyoboyo road. Repairs are carried out by adding a layer of pavement to the potholes. The component analysis method is used to determine the required pavement thickness. With the component analysis method, the design equivalent cross section will be calculated based on traffic data, as well as soil bearing capacity, regional factors and surface index. So that the pavement thickness index is obtained to determine the required pavement thickness. The result of this research is that the cross equivalent is 116.730, the regional factor value is 0.5 and the Surface Finish Index is 1.5. From the results of these calculations, Nomogram 5 was used and the Pavement Thickness Index value was 5.2. So that the required overlay thickness is 5 cm. These results can be used as a reference in repairing pavement damage on the Joyoboyo Timur Kediri road, so that it can support the safety of road users and facilitate transportation.
Meminimalisir Keterlambatan Waktu dan Pembengkakan Biaya Proyek Pembangunan Gedung Kecamatan Dongko, Trenggalek dengan Metode Nilai Hasil (Earned Value Method) Mohammad Bismo Febriantoro; Sony Susanto; Eko Siswanto
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.v5i1.2881

Abstract

The construction of the Dongko Trenggalek District Building is one of the Trenggalek government's work programs in an effort to improve the quality of community services. In the construction of a building, proper project management needs to be done to minimize the occurrence of project failures. This study aims to minimize delays and cost overruns in the Dongko District Building Project, Trenggalek. Efforts to control the project are carried out with the result value method. EVM is one of the methods used to measure and evaluate the progress and performance of a project The result value method is applied by performing performance analysis which includes cost and schedule analysis, variance analysis, performance index analysis and cost estimation analysis and work end time. The project was built with a contract value of Rp. 2,902,468,0000.00 and is planned to be completed within 154 days. The results showed that the project experienced delays from what was planned. The completion time was delayed from the planned time from 154 days to 170 days with a total project cost of Rp. 2,932,467,150 which indicates that the budgeted costs for the work carried out experienced overhead or cost overruns. By knowing this, the implementer can evaluate the work early so as to minimize the occurrence of project failure.