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ITS » Non Degree » TEKNIK SIPIL - D3
Posted by sarwono@its.ac.id at 29/03/2010 18:07:22  •  1675 Views


ALTERNATIF PENGARUH PERCEPATAN WAKTU PENYELESAIAN PROYEK UNDERPASS JEMBATAN SURAMADU SISI SURABAYA

TIME ACCELERATION ALTERNATIVE EFFECT COMPLETING THE PROJECT OF SURAMADU BRIDGE FROM SURAMADU SIDE

Author :
Rahadi, R. Tito Hario ( 3106030006 )




ABSTRAK

Along with the lateness of a project in completion because of that the planing and the acceleration is one of the best solutions. This Last Project discuss about how to accelerate the work realization of Suramadu Bridge Underpass from Surabaya Side. To contend this we need time acceleration alternative. Before doing the network compression activity on the critical track we first need to know the cost slope of each activities of the project. Cost slope can be counted with this formula Cost Slope Crash . Cost Normal . Cost Next we do the network compression activity by choosing the activity which has the lowest cost slope on the critical track. After the first step of the compression there would be a change in the network activity. From the new network acitvity we do the compression again on the activity which has the lowest cost slope on the critical track. This method is done continously until the network activity on the critical track reaches the surfeited condition which means that there is no any possibility to decrease the time activity on the critical track. The purpose on doing this Last Project is to get the result in the form of time and expense from an analysis using the cost slope method and TCTO Time Cost Tarde Off method. The cost slope method is used on the activity acceleration per time unit on the critical track while the TCTO Time Cost Tarde Off method is used to get the best combination between the time and expense. There are two alternative used first is adding the working time overtime work and second is adding the amount of workers. The time acceleration by adding the working time or 1st Alternative on the building structure work causes the decreasing of time relization into 77 days after the compression from the normal time 93 days which also causes the increasing of the direct expense from. Rp.5.476.261.60000 to Rp.5.764.972.47111. Instead the indirect expense decreases from Rp. 188.718.04720 to Rp.156.551.8086 which causes the total expense changes from Rp 5.664.979.64720 to Rp. 5.921.524.27977. The time acceleration by adding the amount of workers or 2nd Alternative on the building structure work causes the decreasing of time realization into 66 days after the compression from the normal time 93 days which also causes the increasing of the direct expense from Rp.5.476.261.60000 to Rp.6.717.363.42507. instead the indirect expense decreases from Rp.188.718.04720 to Rp.127.841.25778 which causes the total expense changes from Rp. 5.664.979.64720 to Rp.6.845.204.68285


ABSTRACT

Along with the lateness of a project in completion because of that the planing and the acceleration is one of the best solutions. This Last Project discuss about how to accelerate the work realization of Suramadu Bridge Underpass from Surabaya Side. To contend this we need time acceleration alternative. Before doing the network compression activity on the critical track we first need to know the cost slope of each activities of the project. Cost slope can be counted with this formula Cost Slope Crash . Cost Normal . Cost Next we do the network compression activity by choosing the activity which has the lowest cost slope on the critical track. After the first step of the compression there would be a change in the network activity. From the new network acitvity we do the compression again on the activity which has the lowest cost slope on the critical track. This method is done continously until the network activity on the critical track reaches the surfeited condition which means that there is no any possibility to decrease the time activity on the critical track. The purpose on doing this Last Project is to get the result in the form of time and expense from an analysis using the cost slope method and TCTO Time Cost Tarde Off method. The cost slope method is used on the activity acceleration per time unit on the critical track while the TCTO Time Cost Tarde Off method is used to get the best combination between the time and expense. There are two alternative used first is adding the working time overtime work and second is adding the amount of workers. The time acceleration by adding the working time or 1st Alternative on the building structure work causes the decreasing of time relization into 77 days after the compression from the normal time 93 days which also causes the increasing of the direct expense from. Rp.5.476.261.60000 to Rp.5.764.972.47111. Instead the indirect expense decreases from Rp. 188.718.04720 to Rp.156.551.8086 which causes the total expense changes from Rp 5.664.979.64720 to Rp. 5.921.524.27977. The time acceleration by adding the amount of workers or 2nd Alternative on the building structure work causes the decreasing of time realization into 66 days after the compression from the normal time 93 days which also causes the increasing of the direct expense from Rp.5.476.261.60000 to Rp.6.717.363.42507. instead the indirect expense decreases from Rp.188.718.04720 to Rp.127.841.25778 which causes the total expense changes from Rp. 5.664.979.64720 to Rp.6.845.204.68285



KeywordsTimes cost trade off (TCTO)
 
Subject:  Jembatan
Contributor
  1. Ir. Chomaedhi, CES, GEO.
Date Create: 29/03/2010
Type: Text
Format: pdf
Language: Indonesian
Identifier: ITS-NonDegree-3100010038407
Collection ID: 3100010038407
Call Number: RSS 692.5 Rah a


Source
NonDegree, Civil Engineering RSS 692.5 Rah a, 2009

Coverage
ITS Community Only

Rights
Copyright @2009 by ITS Library. This publication is protected by copyright and permission should be obtained from the ITS Library prior to any prohibited reproduction, storage in a retrievel system, or transmission in any form or by any means, electronic, mechanical, photocopying, recording, or likewise. For information regarding permission(s), write to ITS Library




[ Download - Open Access ]

  1.  ITS-NonDegree-9062-3106030006-Abstract_in.pdf - 20 KB
  2.  ITS-NonDegree-9062-3106030006-Abstract_en.pdf - 20 KB
  3.  ITS-NonDegree-9062-3106030006-Conclusion.pdf - 12 KB




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