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ITS » Undergraduate Theses » Teknik Sipil Ekstensi S1
Posted by aguss at 15/01/2010 11:32:03  •  6997 Views


ANALISA PERBANDINGAN KOMBINASI ALAT TOWER CRANE MATERIAL LIFT DAN CONCRETE PUMP TERHADAP BIAYA DAN WAKTU PELAKSANAAN STUDI KASUS PROYEK PASAR ATUM MALL SURABAYA

ANALYSIS COMPARISON COMBINATION OF EQUIPMENT OF TOWER CRANE MATERIAL LIFT AND CONCRETE PUMP ABOUT COST AND EXECUSION STUDY CASE OF PROJECT PASAR ATUM MALL SURABAYA

Author :
BUDI INDRIYO 




ABSTRAK

Tingkat keberhasilan suatu proyek konstruksi dapat diukur antara lain dengan keuntungan serta ketepatan waktu penyelesaian proyek.Keuntungan ini tergantung pada perencanaan awal yang detail dan cermat terhadap metode pelaksanaan alat yang dipakai serta jadwal pengerjaan proyek bangunan tersebut. Untuk itu perlu pemilihan kombinasi gabungan peralatan untuk melaksanakan pekerjaan struktur pada pembangunan Pasar Atum Mall Surabaya. Penelitian ini bertujuan membandingkan kombinasi peralatan yang paling efisien dari segi metode pelaksanaanwaktu dan biaya.Kombinasi yang dipergunakan adalah peralatan 3 Tower Crane Concrete Pump adalah kondisi existing kombinasi I 3 Material Lift Concrete Pump dan kombinasi II 3 Tower crane 3 Material Lift Concrete Pump. Hasil analisa dari ketiga kombinasi peralatan adalah untuk kondisi existing 290 hari dengan biaya Rp. 3.003.485.85000 dan untuk kombinasiIdiperoleh waktu 315 hari dengan biaya Rp. 1.267.625.10000 sedangkan untuk kombinasi II diperoleh waktu 218 hari dengan biaya Rp. 3.153.324.60000.


ABSTRACT

The succesfull of construction project can be measure by profitability and also accuracy of time copletion.The profitability it depend on planning early which was detail and careful to execution method appliance weared and also schedule workmanship of building project.is neeed to select the combinations of equipment because of carry out the Atum Mall Surabaya. The research aim compared the was efficient of equipment combinations.toward method time and cost.The existing combination is used 3Tower Crane equipments Concrete Pump. The first combination is case3 Material Lift Concrete Pump second combination is used 3 Tower crane 3 Material Lift Concrete Pum. The Result of third research from third equipments combination for existing considered 290 day with cost Rp. 3.003.485.85000 for first combination 315 day with cost of Rp. 1.267.625.10000 and for combination 218 day with cost Rp. 3.153.324.60000.



KeywordsVolume Pekerjaan; Waktu Pelaksanaan; Perhitungan Biaya Pengecoran; Tower Crane; Material Lift; Concrete Pump
 
Subject:  Konstruksi
Contributor
  1. SUPANI, ST. MT
Date Create: 15/01/2010
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-Undergraduate-3100007029454
Collection ID: 3100007029454
Call Number: RSS 624.028 4 Bud a


Source
Undergraduate Theses, Civil Engineering, RSS 624.028 4 Bud a, 2007

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  1.  ITS-Undergraduate-7944-3104109531-kesimpulan.pdf - 160 KB




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