ANALISIS PERBANDINGAN METODE ERECTION FULLSLAB PRECAST TERHADAP BIAYA DAN WAKTU (Studi Kasus: Proyek Jalan Tol Cibitung Cilincing Seksi 3)

HADI, DEGA SETYAWAN (2020) ANALISIS PERBANDINGAN METODE ERECTION FULLSLAB PRECAST TERHADAP BIAYA DAN WAKTU (Studi Kasus: Proyek Jalan Tol Cibitung Cilincing Seksi 3). S1-Sarjana thesis, Universitas Mercu Buana Jatisampurna.

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1. HALAMAN JUDUL.pdf

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2. ABSTRAK.pdf

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3. Lembar Pernyataan.pdf

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4. Lembar Pengesahan.pdf

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5. KATA PENGANTAR.pdf

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6. DAFTAR ISI .pdf

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7. DAFTAR TABEL.pdf

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8. DAFTAR GAMBAR.pdf

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9. DAFTAR LAMPIRAN.pdf

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10. BAB I.pdf

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11. BAB II.pdf

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12. BAB III.pdf

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13. BAB IV.pdf

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14. BAB V.pdf

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15. DAFTAR PUSTAKA.pdf

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16. LAMPIRAN.pdf

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Abstract

ABSTRAK Pemerintah Indonesia menggencarkan proyek Infrastruktur di negara ini untuk pemerataan logistik dan pemerataan ekonomi, Infrastruktur tersebut berupa Jalan Tol. Penelitian ini bertujuan untuk menganalisis serta membandingkan biaya, waktu dan metode tepat dalam pekerjaan erection Fullslab Precast pada 1 Modul. Data yang digunakan adalah data primer dan sekunder. Menggunakan metode pengangkatan/erection dengan alat berat Crane. Untuk perhitungan analisis perbandingan didapatkan dengan analisis biaya dan analisis waktu. Pengamatan dilapangan, serta perhitungan analisis biaya langsung dan tidak lansung menjadi perhitungan yang akan dimuat agar mendapat metode yang tepat terhadap Biaya dan waktu pekerjaan. Hasil metode yang tepat adalah metode 1 Crawler Crane dengan biaya Rp 206.598.086,00 dan Waktu 12 hari terhadap pekerjaan karena Crawler Crane dapat mengangkat Fullslab Precast dari stockyard Kata Kunci: Analisis, Fullslab Precast, Metode, Biaya, Waktu. ABSTRACT The Government of Indonesia is intensifying Infrastructure projects in this country for logistical and economic equality, the infrastructure is in the form of Toll Roads. This study aims to analyze and compare costs, time and exact methods in the Fullslab Precast erection work on 1 Module. The data used are primary and secondary. Using the method of lifting / erection with heavy equipment Crane. For comparative analysis calculations obtained by cost analysis and time analysis. Field observations, with direct cost and nondirect cost analysis calculations are calculated to be loaded in order to get the right method for the Cost and time of work. The results of right methode as 1 Crawler Crane with a cost of Rp 206.598.086,00 and 12 days time to work because the Crawler Crane can lift Fullslab Precast from the stockyard Keywords: Analysis, Fullslab Precast, Method, Cost, Time.

Item Type: Thesis (S1-Sarjana)
Call Number CD: FT/SIP 20 038
NIM: 41118310110
Uncontrolled Keywords: Analisis, Fullslab Precast, Metode, Biaya, Waktu.
Subjects: 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: Nasruddin Mansyur S.Hum
Date Deposited: 25 Sep 2020 08:28
Last Modified: 25 Sep 2020 08:28
URI: http://repository.mercubuana.ac.id/id/eprint/57316

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