Analisa Anggaran Biaya Danpenjadwalanproyek Perbaikan Tanggul Kali Bakungdesa Cengkok Kecamatan Tarokan Kabupaten Kediri

Harmawanto, Johan; Poernomo, Yosef Cahyo Setianto; Winarto, Sigit

doi:10.30737/jurmateks.v2i2.514

Cited by 8 publications

(8 citation statements)

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“…Angka ekivalen dihitung berdasarkan sebagai berikut [21]: biaya sehingga kita bisa hasil yg maksimal dengan biaya yang efisien [22] Volume pekerjaan disesuaikan dengan kebutuhan per kegiatan pekerjaan yang dicantumkan dalam daftar kuantitas dan harga (BOQ, bill of quantity). [23] Rencana anggaran biaya merupakan suatu analisa biaya suatu bangunan yang diperoleh dengan mengalikan volume dari suatu pekerjaan dengan harga satuan pekerjaan [24][25].…”

Section: ) Angka Ekivalen (E)unclassified

Desain Perkerasan Jalan Sumberboto - Gununggede Blitar Menggunakan Metode Manual Desain

et al. 2021

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The road is an access that connects an area with other areas. With the road, mobility will be easier so that it has an impact on increasing or stabilizing the economy. The Sumberboto-Gunung Gede Blitar road section is one of the access roads to Tambakrejo beach tourism. To improve comfort and safety for road users, it is necessary to improve road quality. This study aims to plan the pavement on the Sumberboto-Gunung Gede Blitar road section. The planning is carried out on the condition of the heavily damaged pavement, with a service life of more than 10 years, the width of the road is 4 meters, the length of the road is 6 kilometers, the type of collector road is class II, and the type of pavement is laston. The planning carried out includes the addition of roads in the hills of Blitar Regency, the data used includes the condition of the sections on the road with calculations referring to the Design Manual Number 02/M/BM/2013 road pavement. The planning results obtained road construction with flexible pavement, with a specification of a surface layer of 10 cm, a layer of 20 cm for the top foundation, 25 cm for the bottom layer of the foundation. From this plan, a total budget of Rp. 13,572,808,084.00 (thirteen billion five hundred seventy-two million eight hundred thousand rupiah) is required. With these results, it can be used as a reference in realizing road construction on the Sumberboto-Gunung Gede Blitar road section.

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Section: ) Angka Ekivalen (E)unclassified

Desain Perkerasan Jalan Sumberboto - Gununggede Blitar Menggunakan Metode Manual Desain

et al. 2021

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“…Dalam merencanakan anggaran suatu proyek diperlukan analisa harga satuan pekerjaan sebagai pedoman dalam perhitungan rancangan anggaran biaya [10]. 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

et al. 2021

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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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“…Pengendalian proyek mempunyai peran penting dalam meminimalisasi segala penyimpangan yang dapat terjadi selama proses berlangsungnya proyek [11]. Perencanaan yang tidak tepat akan menimbulkan kesulitan dalam pelaksanaannya, oleh karenanya perencanaan proyek harus sesuai dengan batasan yang dimiliki (biaya, jadwal dan performansi) dan tujuan yang ingin dicapai [12]. Terjadinya keterlambatan proyek perlu segera dilakukan upaya pengembalian tingkat kemajuannya sesuai jadwal kegiatan semula melalui upaya percepatan durasi, diantaranya dengan penambahan waktu kerja (lembur) meski dengan konsekuensi penambahan biaya [13].…”

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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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Analisa Anggaran Biaya Danpenjadwalanproyek Perbaikan Tanggul Kali Bakungdesa Cengkok Kecamatan Tarokan Kabupaten Kediri

Cited by 8 publications

References 0 publications

Desain Perkerasan Jalan Sumberboto - Gununggede Blitar Menggunakan Metode Manual Desain

Desain Perkerasan Jalan Sumberboto - Gununggede Blitar Menggunakan Metode Manual Desain

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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