PRATAYA, APTA AGUNG (2024) ANALISIS PERBANDINGAN METODE KONVENSIONAL DAN PRECAST PADA KOLOM PRAKTIS YANG DITINJAU DARI ASPEK BIAYA DAN WAKTU. S1 thesis, Universitas Mercu Buana Jakarta.
|
Text (HAL COVER)
1. Cover.pdf Download (392kB) | Preview |
|
![[img]](https://repository.mercubuana.ac.id/style/images/fileicons/text.png) |
Text (BAB I)
2. BAB I.pdf Restricted to Registered users only Download (112kB) |
|
|
Text (BAB II)
3. BAB II.pdf Restricted to Registered users only Download (581kB) |
|
|
Text (BAB III)
4. BAB III.pdf Restricted to Registered users only Download (180kB) |
|
|
Text (BAB IV)
5. BAB IV.pdf Restricted to Registered users only Download (690kB) |
|
|
Text (BAB V)
6. BAB V.pdf Restricted to Registered users only Download (23kB) |
|
|
Text (DAFTAR PUSTAKA)
7. DAFTAR PUSTAKA.pdf Download (69kB) | Preview |
|
|
Text (LAMPIRAN)
8. Lampiran.pdf Restricted to Registered users only Download (2MB) |
Abstract
ABSTRACT The construction project for the SMK-SMAK Bogor building located on Jl. Taman Sogiri, Bogor City, is planned to replace the old school building situated at Jl. Binamarga I No.19, Jl. Pakuan, RT.06/RW.08, Bogor City. Therefore, the BPSDMI of the Ministry of Industry, as the project owner of SMK-SMAK Bogor, expects an acceleration in the project completion so that teaching and learning activities can return to normal as soon as possible. One of the tasks that can expedite the construction is the practical column work. This work is considered to speed up the construction time if using the precast method. To compare the effectiveness in terms of time and cost, it is necessary to conduct a study on the practical column work using both conventional and precast methods. In this research process, supporting data are needed, such as primary data (field observations and expert validation) and secondary data (work drawings, work methods, unit price analysis, and project schedule). Then, the cost calculation for both methods will be conducted in the following stages: (1) calculation of the practical column volume, (2) cost analysis and estimation, (3) cost comparison between the conventional and precast methods, (4) expert validation, and (5) conclusion. Meanwhile, the time calculation is carried out in the following stages: (1) calculation of work duration, (2) data processing using Microsoft Project with the Critical Path Method, (3) time performance comparison between the conventional and precast methods, (4) expert validation, and (5) conclusion. Based on the calculations and data processing for the SMK-SMAK Bogor building construction project, the work duration using the conventional method is 93 days, while using the precast method is 75 days, with a cost difference of Rp. 14,390,635. Therefore, it can be concluded that using the precast method is more effective in helping to expedite the SMK-SMAK Bogor building construction project. ABSTRAK Proyek pembangunan gedung SMK-SMAK Bogor yang berlokasi di Jl. Taman Sogiri Kota Bogor direncanakan untuk menggantikan bangunan sekolah lama yang terletak pada Jl. Binamarga I No.19, Jl. Pakuan, RT.06/RW.08 Kota Bogor. Oleh karena itu BPSDMI Kementerian Perindustrian selaku pemilik proyek SMK-SMAK Bogor mengharapkan adanya percepatan penyelesaian proyek supaya aktivitas belajar mengajar dapat segera kembali berjalan normal. Sehingga salah satu pekerjaan yang dapat mempercepat pembangunan terdapat di pekerjaan kolom praktis. Pekerjaan kolom praktis ini dianggap dapat mempercepat waktu pembangunan apabila menggunakan metode pacetak. Sehingga untuk membandingkan efektivitas waktu dan biaya, perlu dilakukan penelitian pekerjaan kolom praktis menggunakan metode konvensional dan metode pracetak. Pada proses penelitian ini diperlukan data pendukung, seperti data primer (observasi lapangan dan validasi pakar) dan data sekunder (gambar kerja, metode kerja, analisa harga satuan dan schedule proyek). Selanjutnya kedua metode tersebut akan dilakukan perhitungan biaya dengan tahapan: (1) perhitungan volume kolom praktis, (2) analisa harga dan estimasi biaya, (3) perbandngan biaya metode konvensional dan metode pracetak, (4) dilakukan validasi pakar, (5) kesimpulan. Sedangkan perhitungan waktu dilakukan dengan tahapan: (1) perhitungan durasi pekerjaan, (2) pengolahan data menggunakan microsoft project dengan metode critical path method, (3) perbandingan kinerja waktu antara metode konvensional dengan pracetak, (4) validasi pakar, dan (5) kesimpulan. Sehingga dari hasil perhitungan dan pengolahan data pada proyek pembangunan gedung SMK-SMAK Bogor, diperoleh durasi pekerjaan menggunakan metode konvensional sebanyak 93 hari dan menggunakan metode pracetak sebanyak 75 hari dengan selisih biaya pekerjaan sebesar Rp. 14.390.635. Maka dapat dikatakan menggunakan metode pracetak lebih efektif untuk membantu percepatan proyek pembangunan gedung SMK-SMAK Bogor.
| Item Type: | Thesis (S1) |
|---|---|
| Call Number CD: | FT/SIP. 24 139 |
| NIM/NIDN Creators: | 41122120058 |
| Uncontrolled Keywords: | Kolom Praktis, Precast, Konvensional, Perbandingan Biaya, Perbandingan waktu |
| Subjects: | 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil 600 Technology/Teknologi > 650 Management, Public Relations, Business and Auxiliary Service/Manajemen, Hubungan Masyarakat, Bisnis dan Ilmu yang Berkaitan > 653 Shorthand/Penulisan Cepat, Penulisan dengan Tangan > 653.2 Conventional Letters/Penulisan Surat Konvensional |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | AFIFAH SALMA RAMADINA |
| Date Deposited: | 01 Oct 2024 03:31 |
| Last Modified: | 01 Oct 2024 03:31 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/91975 |
Actions (login required)
 |
View Item |
