Alifiah, Devayanti (2022) REKAYASA RENCANA ANGGARAN BIAYA (RAB) DAN STRUKTUR BAWAH PADA PROYEK JEMBATAN JOYOBOYO SURABAYA. Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Rekayasa nilai atau Value Engineering (VE)
merupakan teknik manajemen yang telah terbukti efektif
untuk mencapai peningkatan desain, konstruksi, dan
efektivitas biaya dalam berbagai elemen program
transportasi. Pada penelitian ini, rekayasa nilai atau value
engineering akan dilakukan pada pekerjaan struktur
bawah Jembatan Joyoboyo karena memiliki biaya dan
bobot pekerjaan yang paling besar yaitu Rp.
6.465.463.937,80 dengan spesifikasi pondasi tiang
pancang diameter 0,6m mutu beton 52Mpa.
Biaya tersebut dipengaruhi oleh segi pemilihan desain
dan juga material yang digunakan. Analisis rekayasa nilai
atau value engineering memiliki beberapa tahapan yaitu
tahap informasi, tahap analisis fungsi, tahap kreatif, tahap
analisa, dan tahap presentasi.
Dari hasil analisa didapatkan 2 alternatif. Alternatif 1
yaitu pondasi tiang pancang diameter 0,6m dengan mutu
beton 42 Mpa mempunyai biaya sebesar
Rp.6.348.227.203 dengan persentase penghematan 1,81%
dan durasi pelaksanaan 39 hari. Sedangkan Alternatif 2
yaitu pondasi tiang pancang persegi ukuran 0,6x0,6m
dengan biaya Rp. 5.872.059.743 dan persentase
penghematan 9,18% dalam 35 hari kerja.
Kata kunci: rekayasa nilai, alternatif, penghematan
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Value engineering (VE) is a management technique
that has been proven to be effective for achieving improved
design, construction, and cost-effectiveness in various
elements of a transportation program. In this study, value
engineering will be carried out on the work of the lower
structure of the Joyoboyo Bridge because it has the largest cost
and work weight of Rp. 6,465,463,937.80 with pile foundation
specifications with a diameter of 0.6m 52Mpa concrete.
These costs are influenced by the selection of the
design and also the materials used. Value engineering analysis
has several stages, namely the information stage, the function
analysis stage, the creative stage, the analysis stage, and the
presentation stage.
From the results of the analysis obtained 2
alternatives. Alternative 1 is a pile foundation with a diameter
of 0.6m with a concrete quality of 42 MPa which has a cost of
Rp.6.348.227,203 with a saving percentage of 1.81% and a
duration of 39 days. While Alternative 2 is a square pile
foundation measuring 0.6x0.6m at a cost of Rp. 5,872,059,743
and a saving percentage of 9.18% in 35 working days.
Item Type: | Thesis (Other) |
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Uncontrolled Keywords: | rekayasa nilai, alternatif, penghematan, value engineering, alternative, savings |
Subjects: | T Technology > TF Railroad engineering and operation > TF193 Estimates, costs, etc. T Technology > TG Bridge engineering |
Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D4) |
Depositing User: | Alifiah Devayanti |
Date Deposited: | 13 Feb 2022 22:22 |
Last Modified: | 31 Oct 2022 01:49 |
URI: | http://repository.its.ac.id/id/eprint/93951 |
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