Perhitungan Waktu dan Biaya Pelaksanaan Struktur Proyek Apartemen Tamansari Emerald Surabaya Menggunakan Metode Half Slab

Setyawan, Seno Darma (2022) Perhitungan Waktu dan Biaya Pelaksanaan Struktur Proyek Apartemen Tamansari Emerald Surabaya Menggunakan Metode Half Slab. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Pada Proyek Akhir ini membahas mengenai perhitungan waktu dan biaya pelaksanaan struktur proyek pembangunan Apartemen Tamansari Emerald Surabaya. Apartemen ini berlokasi di Jalan Emerald Mansion Citraland, Kota Surabaya dan memiliki lahan seluas 6.699,85 m2. Apartemen Tamansari Emerald Surabaya ini memiliki 2 tower terdiri dari 42 lantai.
Metode pelaksanaan yang digunakan pada proyek Apartemen Tamansari Emerald Surabaya adalah pengecoran secara konvensional (in situ). Namun, dalam proyek akhir ini metode yang diajukan untuk perhitungan pelat lantai adalah metode precast half slab. Metode ini dipilih karena kelebihannya, yaitu tidak membutuhkan banyak pekerja dan pengerjaan yang cepat.
Perhitungan waktu dan biaya pelaksanaan proyek ini dilakukan dengan memberi batasan perhitungan hanya pada bagian struktur atas pada lantai basement sampai lantai P13. Kemudian dilanjutkan dengan perhitungan volume pekerjaan, produktivitas, durasi, biaya dan penyusunan jadwal pekerjaan. Metode penjadwalan menggunakan PDM (Precedence Diagram Methode) dan menggunakan program bantu berupa Microsoft Project dan menghasilkan kurva S. Sehingga hasil dari proyek akhir ini berupa durasi pekerjaan pembangunan, biaya pelaksanaan serta kurva S.
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This final project discusses the calculation of the time and cost of implementing the project structure for the Tamansari Emerald Surabaya Apartment construction. This apartment is located on Jalan Emerald Mansion Citraland, Surabaya City and has an area of 6,699.85 m2. Tamansari Emerald Surabaya Apartment has 2 towers consisting of 42 floors.
The implementation method used in the Tamansari Emerald Surabaya Apartment project is conventional casting (in situ). However, in this final project the method proposed for the calculation of the floor slab is the half slab precast method. This method was chosen because of its advantages, namely it does not require a lot of workers and fast processing.
The calculation of the time and cost of implementing this project is done by limiting the calculation to only the upper structure on the basement floor to the P13 floor. Then proceed with the calculation of the volume of work, productivity, duration, costs and preparation of work schedules. The scheduling method used uses PDM (Precedence Diagram Method) and uses an auxiliary program in the form of Microsoft Project and produces an S curve. So that the results of this final project are the duration of development work, implementation costs and the S curve.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: waktu pekasanaan, penjadwalan, kurva S, time of execution, scheduling, S curve.
Subjects: T Technology > T Technology (General) > T56.8 Project Management
T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction.
T Technology > TH Building construction > TH438 Construction industry--Management. Project management.
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > 22301-(D4) Diploma 4
Depositing User: Seno Darma Setyawan
Date Deposited: 18 Feb 2022 00:20
Last Modified: 18 Feb 2022 00:20
URI: http://repository.its.ac.id/id/eprint/94301

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