STUDI PELAKSANAAN KINERJA PERCEPATAN WAKTU PADA PROYEK PEMBANGUNAN GEDUNG BANK DARAH RUMAH SAKIT Dr. SOEDOMO

Putra, Widodo Restu; Ridwan, Ahmad; Cahyo, Yosef; Candra, Agata Iwan

doi:10.30737/jurmateks.v3i1.892

Cited by 5 publications

(6 citation statements)

References 2 publications

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“…Bhayangkara Nganjuk terdapat indikasi adanya keterlambatan yang diakibatkan oleh beberapa faktor seperti cuaca yang tidak menentu serta mobilisasi sehingga perlu dilakukannya pengendalian proyek. Percepatan merupakan salah satu pengendalian hal yang paling efisien dalam mengatasi keterlambatan suatu proyek [7].…”

Section: Pendahuluanunclassified

Mengurangi Durasi Pelaksanaan Proyek Dengan Menggunakan Metode Time Cost Trade Off

2021

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Construction project management is one of the things that affect the smooth work of construction projects. Time and cost become benchmarks in the success of a project. In the construction project Bhayangkara Nganjuk hospital indicated experiencing delays caused by unse endorsive weather conditions. The delay will have an impact on the costs that will be incurred. The purpose of this research is to accelerate the time on the project by using the time cost trade off method. Development work includes IGD room work, Pharmaceutical Installation, Laboratory and Inpatiation Room. The data used in the form of Time schedule and budget plan costs obtained from the implementing contractor. From the data, analysis is carried out in the form of determination of relationships between jobs, determination of critical pathways, and acceleration analysis by applying a work shift system. The relationship between jobs is illustrated through the Microsoft Project. The results of the study obtained a total cost after acceleration of Rp. 3,873,505,632.00 the value was more expensive 11.25% than the normal cost of the project of Rp 3,481,698,000.00. With an accelerated duration of 125 days or 25.71% faster than the normal duration of the project of 180 days. So that from these results, it can be used as a reference in the implementation of the project regarding work hours that can be applied as well as the cost of the project and the duration of acceleration required.

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Section: Pendahuluanunclassified

Mengurangi Durasi Pelaksanaan Proyek Dengan Menggunakan Metode Time Cost Trade Off

2021

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“…Spesifikasi dan cara pengerjaan setiap jenis pekerjaan disesuaikan dengan standar spesifikasi teknis pekerjaan yang telah dibakukan. Kemudian dalam pelaksanaan perhitungan satuan pekerjaan harus didasarkan pada gambar teknis dan rencana kerja serta syarat-syarat yang berlaku (RKS) [14]. Perhitungan indeks bahan telah ditambahkan toleransi sebesar 10 % -20 %, dimana didalamnya termasuk angka susut, yang besarnya tergantung dari jenis bahan dan komposisi.…”

Section: ) Analisa Metode Sniunclassified

“…Harga satuan pekerjaan terurai atas harga satuan dasar dan upah tenaga kerja dikalikan dengan berbagai faktor salah satunya adalah faktor produktivitas tenaga kerja sesuai dengan kehalian masingmasing [11] [12]. Harga satuan dasar dalam sebuah proyek konstruksi terdiri atas harga satuan dasar alat kerja, harga satuan bahan bangunan dan harga satuan dasar tenaga kerja [13] [14].…”

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Efisiensi Harga Satuan Pekerjaan Konstruksi Gedung Dengan Metode BOW (Burgerlijke Openbare Werken), SNI (Standart Nasional Indonesia) Dan Lapangan

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Construction management is very necessary in project management. To increase the efficiency and effectiveness of construction development activities, a unit price calculation tool is needed, namely construction cost analysis. Contractors generally make bid prices based on analysis that is not entirely guided by BOW (Burgerlijke Openbare Werken) analysis or SNI (Standart National Indonesia) analysis. Contractors tend to calculate the unit price of work using their own analysis which is based on previous experience in completing a construction work. The purpose of this study was to analyze the unit price of work on the building using the SNI, BOW and Field methods. The work components analyzed in this study are the unit price of materials and wages for partner work and foundation work. In each calculation method used, the most economical cost budget plan is obtained, namely using the field method calculation with the unit price value for the work of a partner, it costs Rp. 509.9996.78 while for foundation work it costs Rp. 722,965.1. By using the field method, a unit price is more economical when compared to BOW and SNI methods. So that these results can be used as a reference in planning the budget for a construction project.

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“…Untuk mengoptimalkan waktu dan biaya, perlu adanya pemakaian metode penjadwalan yang baik dengan berbagai metode ilmiah yang tersedia [9]. Penjadwalan proyek merupakan salah satu unsur hasil perencanaan, yang dapat memberikan informasi mengenai jadwal rencana dan kemajuan proyek dalam hal kinerja sumber daya berupa biaya, tenaga kerja, peralatan dan bahan serta rencana durasi dengan perkembangan waktu untuk penyelesaian proyek [10].…”

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Optimalisasi Penjadwalan Proyek Pembangunan Gedung Puskesmas Badas Menggunakan Critical Path Method-Project Evaluation and Review Technique (CPM-PERT)

2021

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Lack of project scheduling planning and ineffective control make the activity of a project less efficient. This will have an impact on the success of the project. This situation will result in delays and a decrease in the quality of work due to time constraints. Scheduling is important for determining the required activities and arranging a sequence and time frame to complete project activities on time. This study aims to optimize the scheduling of a moderate light rehabilitation project in the Badas Community Health Center building, Kediri Regency, where project start-ups are experiencing delays. The method used is Critical Path Method-Project Evaluation and Review Technique (CPM-PERT), which is a method to determine the duration of a project that can be completed and the percentage of its success. The analysis carried out includes calculation the duration desired acceleration and cost slope. Analysis results using CPM-PERT obtained critical path in: preparation activities (A), earthworks (B), structural work (D), 1st floor work (E), 2nd floor work (F), 3rd floor work (G), roof, ceiling and plank work (H), iron work (I), electrical work (L), floor and wall covering work (M) and finishing work (N). The normal duration of project completion is 140 days and costs Rp. 1,818,182,709, whereas with the CPM-PERT method the duration can be accelerated to 128 days (probability 99.99%) and required additional fee 8.1% or worth Rp. 146,719,664. Implementers can use it in optimizing scheduling and financing on the badas public health center building construction project.

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STUDI PELAKSANAAN KINERJA PERCEPATAN WAKTU PADA PROYEK PEMBANGUNAN GEDUNG BANK DARAH RUMAH SAKIT Dr. SOEDOMO

Cited by 5 publications

References 2 publications

Mengurangi Durasi Pelaksanaan Proyek Dengan Menggunakan Metode Time Cost Trade Off

Mengurangi Durasi Pelaksanaan Proyek Dengan Menggunakan Metode Time Cost Trade Off

Efisiensi Harga Satuan Pekerjaan Konstruksi Gedung Dengan Metode BOW (Burgerlijke Openbare Werken), SNI (Standart Nasional Indonesia) Dan Lapangan

Optimalisasi Penjadwalan Proyek Pembangunan Gedung Puskesmas Badas Menggunakan Critical Path Method-Project Evaluation and Review Technique (CPM-PERT)

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