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Jurnal Spesialis Teknik Sipil (JSpTS)
Published by Universitas 17 Agustus 1945 Surabaya
ISSN : -     EISSN : 27146227     DOI : https://doi.org/10.30996/jspts.v2i01.7098
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
Jurnal Spesialis Teknik Sipil (JSpTS), as a medium of communication and dissemination of research results and scientific work in Construction Project Management. Our scope includes Civil Engineering, Risk Management, Value Engineering, Health, Safety, and Environment Management. Jurnal Spesialis Teknik Sipil (JSpTS), sebagai media komunikasi dan diseminasi hasil penelitian dari bidang Ilmu Manajemen Proyek Konstruksi meliputi dan tidak terbatas pada bidang Teknik Sipil, Manajemen Risiko, Rekayasa Biaya, Keselamatan Kesehatan Kerja dan Lingkungan.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 5 Documents
 1 
Search results for , issue "Vol 3 No 1 (2022)" : 5 Documents clear
OPTIMASI WAKTU DAN BIAYA PROYEK REVITALISASI PASAR KRATON KOTA TEGAL
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 3 No 1 (2022)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (518.791 KB) | DOI: 10.30996/jspts.v3i1.7083

Abstract

The Kraton Market Revitalization Project on Jalan Cinde, Kraton Village, Tegal Barat District, Tegal City started on July 28, 2019 and is targeted to be completed on December 28, 2019. However, there has been a delay in the 11th week of 6.9%, so this project has the potential to experience problems. overall delay in completion. To anticipate these delays, efforts are needed to accelerate project completion by analyzing the acceleration of time against costs (Time Cost Trade Off). The consequence of accelerating the completion of this development is a change in direct and indirect costs which will affect the cost of this Kraton Market Revitalization. The total cost of this Kraton Market Revitalization plan is Rp. 4,050,750,000.00 with details of direct costs of Rp. 3,790,134,382.00 and indirect costs of Rp. 260.615618.00. This study uses 2 alternative accelerations, namely the addition of 3 hours of overtime per day and the addition of workers, with a target time of project completion on December 28, 2019, initial plan. Then the researcher will compare the costs that must be incurred by the contractor either by using additional working hours or additional labor against if the project is not controlled and has the potential to be late. In this study, researchers used the Microsoft Project 2019 tool to create a network and to search for critical activities in this Kraton Market Revitalization project. The conclusions obtained from the research are: (1) If the project implementation is not controlled, it will be 10 days late from the plan and potentially result in the total cost being Rp. 4.111.001.107.42. (2) With the alternative of additional working hours (overtime), the completion on time according to the plan with a total cost of Rp. 4,095,530,798.10. (2) With the alternative of additional manpower, the timely completion according to the plan with a total cost of Rp. 4,051,228,691.86. according to the
ANALISIS BIAYA INVESTASI PERKERASAN LENTUR DAN PERKERASAN KAKU (Studi Kasus Pada Ruas Jalan Akses Rusun PPI_TPI Romokalisari Surabaya)
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 3 No 1 (2022)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (490.063 KB) | DOI: 10.30996/jspts.v3i1.7092

Abstract

Roads are the main means of transportation to reach a destination from one place to another. The research objective is to find the project design and project costs for the rigid pavement for the flexible pavement on the access road of Rusun TPI-PPI Romokalisari Surabaya, and find a comparison of project costs. Comparison of the cost of a rigid pavement project against Flexible pavement on the access road of the Rusun TPI-PPI Romokalisari Surabaya for a period of 10 and 20 years. Data collection techniques using secondary. Data analysis in this study uses a technical analysis of the comparison of flexible pavement and rigid pavement in terms of cost. Based on the results of the technical analysis of the following flexible road pavement projects: 1) AC-WC Layer = 5 cm; 2) AC-BC layer = 5 cm; 3) 100% Class A (CBR) Subgrade Soil = 30 cm. Rigid pavement has a thickness of concrete plate K. 400 = 28 cm, Base layer Class A = 20 cm, Land Concrete K. 125 = 15 cm. Likewise, the results of Dowel and Tiebar rigid pavement test length Dowel Iron = 45 Cm, ​​Spacing Distance = 30 Cm, Ruji Diameter = 32 mm. While the Calculation Results of Tie Bar Length of Iron Tie Bar = 84 Cm, Distance Between Tier Bars = 60Cm, Diameter of Tie Bar = 20mm. Construction costs Rigid Pavement in terms of the planned age of 10 Years of the planned age of 10 and 20 years /(UR.20) which has lower costs compared to the flexible pavement of Rp. 9,924,703,104.44 or 19.88%. /(UR.10) has a lower cost compared to rigid pavement of Rp. 1,202,554,040.87 or 7.30%. Similarly, rigid Pavement is also recommended in terms
ANALISIS PERBANDINGAN BIAYA DAN WAKTU PELAKSANAAN KONSTRUKSI GIRDER KOMPOSIT DAN PRECAST BETON (Studi Kasus Pekerjaan Jembatan 2 Ruas Mensalong - Tau Lumbis, Provinsi Kalimantan Utara)
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 3 No 1 (2022)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (669.589 KB) | DOI: 10.30996/jspts.v3i1.8546

Abstract

Bridges as transportation infrastructure have dominant benefits for traffic movement. Bridge is a general term for construction that is built as a transportation route that crosses rivers, lakes, swamps, ravines or other obstacles. Basically, bridge construction is not only aimed at connecting devices, but also has broad objectives and functions, including; economic function, social function, political function, cultural function, defense and security function. The purpose of writing this thesis is to determine the comparison and efficiency in terms of cost and time of bridge construction using composite girders and precast concrete. From the results of the comparative analysis of the cost and time of composite girder construction and precast concrete on the construction of the 2 Sei Liu Mensalong - Tau Lumbis Bridge, North Kalimantan Province, it was found that the precast concrete girder construction has a value of 8.85% more economical in terms of cost and 68, 06% faster in terms of time. So it can be concluded that precast concrete girder construction is more efficient in terms of cost and time than composite girder construction. As for the maintenance aspect, composite girders also need to pay regular attention to the frame work, anti-rust painting, bolt inspection, and others.
ANALISIS PERBAIKAN PERKERASAN JALAN DENGAN PERBAIKAN STANDAR DAN PELAPISAN TAMBAHAN (OVERLAY) SERTA BIAYA PENANGANANNYA (Studi Kasus Jalan di Area Kantor Dinas Perhubungan Kab.Sidoarjo)
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 3 No 1 (2022)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (471.373 KB) | DOI: 10.30996/jspts.v3i1.8555

Abstract

This research is a case study of roads in the area of ​​the Transportation Service Office of Sidoarjo Regency. The purpose of this study is to analyze the types of road repairs with standard repairs and with additional coatings (overlays) and calculate the handling costs. The data analysis used is by using standard repair methods and additional coatings (overlays). Based on the results of the analysis and discussion, it can be concluded that the north side of the road was repaired by means of P2 (Local Asphalt Pelaburan), P5 (Pole Patching) and P6 (Grading), the west side road was repaired by means of P2 (Local Asphalt Pelaburan), P5 (Filling Patches). Holes) and P6 (Flattening), the middle side of the road is repaired by means of P2 (Local Asphalt Laying), P5 (Pole Patching) and P6 (Smoothing), The south side road is repaired by means of P2 (Local Asphalt Laying), P3 (Coating Cracks), P4 (Filling of Cracks), P5 (Filling Holes) and P6 (Smoothing), The east side of the road is repaired by means of P2 (Local Asphalt Filling), P3 (Filling Cracks), P4 (Filling Cracks), P5 (Filling Holes) ) and P6 (Grading) and for additional coating the volume of road repair work covering an area of ​​4,440 m² with a thickness of 8 cm for a design life of 10 years using the type of material Laston MS.744, while the cost of repairing road damage in the Ka area Office of Transportation of Sidoarjo Regency with standard improvement of Rp. 574,554,000.00 and the cost of repairing roads with additional overlays of Rp. 5,498,496,000.00
ANALISIS RISIKO DAN PENGARUHNYA TERHADAP PELAKSANAAN PROYEK KONSTRUKSI PERUMAHAN GRIYA PESONA INDAH DI KOTA KEDIRI
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 3 No 1 (2022)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (426.467 KB) | DOI: 10.30996/jspts.v3i1.8556

Abstract

A housing development project is a project with certain resources and a certain time limit to obtain construction results. However, in practice there are certain risks. Therefore, good risk management is needed to get the desired results. The purpose of this study is to identify risks in the construction of the GRIYA PESONAN INDAH Housing Project and how to respond to risks. Identify risk by using the Risk Breakdown Structure (RBS). Classification of risk between impact and intensity using the Pobability impact matrix. Furthermore, risk analysis uses the Analytical Network Process (ANP). ANP is appropriate to be applied to decision making that faces interrelated factors and systematic feedback. Through RBS can be shown 6 risk groups with 24 risk items. With expert respondents, ANP results show that the most dominant risk group among other risk groups is the risk of the construction process. Meanwhile, among the 24 risk items, the risk of coordination and poor performance is the most dominant risk. Furthermore, from the experts obtained recommendations for solutions to the dominant risk, namely by providing training, tightening evaluation.

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