KAJIAN TEKNIS DAN ANALISA HARGA SATUAN PEKERJAAN AKTUAL PEMASANGAN UNIT PRACETAK GELAGAR TIPE I BENTANG 40 METER Studi Kasus Proyek Peningkatan Jembatan Ironayan
Technical analysis and unit price project analysis are absolute things to be comprehended in a circle of construction projects. Price necessities that needed to do a kind of project item can be estimated by those two analysis. In Project of Improving Ironayan Bridge, project item of precast girder c...
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Format: | Thesis |
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[Yogyakarta] : Universitas Gadjah Mada
2014
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author | , YOGI HANINDITO , Arief Setiawan Budi Nugroho, S.T., M.Eng., Ph.D. |
author_facet | , YOGI HANINDITO , Arief Setiawan Budi Nugroho, S.T., M.Eng., Ph.D. |
author_sort | , YOGI HANINDITO |
collection | UGM |
description | Technical analysis and unit price project analysis are absolute things to be comprehended in a
circle of construction projects. Price necessities that needed to do a kind of project item can be
estimated by those two analysis. In Project of Improving Ironayan Bridge, project item of precast
girder construction type I extend 40 m is sub-contracted by main contractor. The research is done
to review technical analysis and unit price project analysis. From the review of those two analysis,
it can be seen whether the value of unit price project of precast girder construction type I extend 40
m is lower or higher when it is done by private contractor.
The observation during the project process is done to get primary data. The primary data contains
implementation, the need for material components, tools, and labor. The value of quantity or
coefficient of every component that used to produce one unit of project can be calculated with
those primary data. The quantity value and the basic unit price of every component become the
basic calculation of unit price project analysis.
It is acquired that the value of unit price project as a result of research is lower than the
contractor�s stipulation. The difference is about Rp 5.407.000,00 for every unit of precast girder
that have to be constructed. This research explains the methods of implementation of precast girder
construction type I extend 40 m specifically.
Key note: Technical unit project analysis, unit price project analysis, precast girder construction
type I extend 40 m. |
first_indexed | 2024-03-13T23:24:36Z |
format | Thesis |
id | oai:generic.eprints.org:129372 |
institution | Universiti Gadjah Mada |
last_indexed | 2024-03-13T23:24:36Z |
publishDate | 2014 |
publisher | [Yogyakarta] : Universitas Gadjah Mada |
record_format | dspace |
spelling | oai:generic.eprints.org:1293722016-03-04T08:18:16Z https://repository.ugm.ac.id/129372/ KAJIAN TEKNIS DAN ANALISA HARGA SATUAN PEKERJAAN AKTUAL PEMASANGAN UNIT PRACETAK GELAGAR TIPE I BENTANG 40 METER Studi Kasus Proyek Peningkatan Jembatan Ironayan , YOGI HANINDITO , Arief Setiawan Budi Nugroho, S.T., M.Eng., Ph.D. ETD Technical analysis and unit price project analysis are absolute things to be comprehended in a circle of construction projects. Price necessities that needed to do a kind of project item can be estimated by those two analysis. In Project of Improving Ironayan Bridge, project item of precast girder construction type I extend 40 m is sub-contracted by main contractor. The research is done to review technical analysis and unit price project analysis. From the review of those two analysis, it can be seen whether the value of unit price project of precast girder construction type I extend 40 m is lower or higher when it is done by private contractor. The observation during the project process is done to get primary data. The primary data contains implementation, the need for material components, tools, and labor. The value of quantity or coefficient of every component that used to produce one unit of project can be calculated with those primary data. The quantity value and the basic unit price of every component become the basic calculation of unit price project analysis. It is acquired that the value of unit price project as a result of research is lower than the contractor�s stipulation. The difference is about Rp 5.407.000,00 for every unit of precast girder that have to be constructed. This research explains the methods of implementation of precast girder construction type I extend 40 m specifically. Key note: Technical unit project analysis, unit price project analysis, precast girder construction type I extend 40 m. [Yogyakarta] : Universitas Gadjah Mada 2014 Thesis NonPeerReviewed , YOGI HANINDITO and , Arief Setiawan Budi Nugroho, S.T., M.Eng., Ph.D. (2014) KAJIAN TEKNIS DAN ANALISA HARGA SATUAN PEKERJAAN AKTUAL PEMASANGAN UNIT PRACETAK GELAGAR TIPE I BENTANG 40 METER Studi Kasus Proyek Peningkatan Jembatan Ironayan. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=69763 |
spellingShingle | ETD , YOGI HANINDITO , Arief Setiawan Budi Nugroho, S.T., M.Eng., Ph.D. KAJIAN TEKNIS DAN ANALISA HARGA SATUAN PEKERJAAN AKTUAL PEMASANGAN UNIT PRACETAK GELAGAR TIPE I BENTANG 40 METER Studi Kasus Proyek Peningkatan Jembatan Ironayan |
title | KAJIAN TEKNIS DAN ANALISA HARGA SATUAN PEKERJAAN AKTUAL PEMASANGAN UNIT PRACETAK GELAGAR TIPE I BENTANG 40 METER Studi Kasus Proyek Peningkatan Jembatan Ironayan |
title_full | KAJIAN TEKNIS DAN ANALISA HARGA SATUAN PEKERJAAN AKTUAL PEMASANGAN UNIT PRACETAK GELAGAR TIPE I BENTANG 40 METER Studi Kasus Proyek Peningkatan Jembatan Ironayan |
title_fullStr | KAJIAN TEKNIS DAN ANALISA HARGA SATUAN PEKERJAAN AKTUAL PEMASANGAN UNIT PRACETAK GELAGAR TIPE I BENTANG 40 METER Studi Kasus Proyek Peningkatan Jembatan Ironayan |
title_full_unstemmed | KAJIAN TEKNIS DAN ANALISA HARGA SATUAN PEKERJAAN AKTUAL PEMASANGAN UNIT PRACETAK GELAGAR TIPE I BENTANG 40 METER Studi Kasus Proyek Peningkatan Jembatan Ironayan |
title_short | KAJIAN TEKNIS DAN ANALISA HARGA SATUAN PEKERJAAN AKTUAL PEMASANGAN UNIT PRACETAK GELAGAR TIPE I BENTANG 40 METER Studi Kasus Proyek Peningkatan Jembatan Ironayan |
title_sort | kajian teknis dan analisa harga satuan pekerjaan aktual pemasangan unit pracetak gelagar tipe i bentang 40 meter studi kasus proyek peningkatan jembatan ironayan |
topic | ETD |
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