Manajemen Pelaksanaan Konstruksi Side Spillway Waduk Tukul Desa Karanggede Kecamatan Arjosari Kabupaten Pacitan

Puteri, Yang Gianti Randiani and Ratna, Zulita Anggraeni (2017) Manajemen Pelaksanaan Konstruksi Side Spillway Waduk Tukul Desa Karanggede Kecamatan Arjosari Kabupaten Pacitan. Diploma thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Spillway atau saluran pelimpah adalah struktur yang digunakan untuk menyediakan aliran yang terkendali dari bendungan ke daerah hilir sungai yang dibendung. Saluran pelimpah melepas banjir sehingga air tidak melebihi dan merusak bendungan. Pada tugas akhir ini akan direncanakan analisa pelaksanaan dan konstruksi proyek pembangunan Side Spillway pada Waduk Tukul Pacitan. Metode analisa data yang digunakan adalah deskripsi proyek yang terdiri dari teknik pengumpulan data, sumber data, analisa data (analisa alat berat, produktifitas, biaya alat berat, biaya tenaga kerja, durasi pekerjaan, dan analisa material), teknik pelaksanaan dan rancangan tugas akhir. Setelah semua data yang diperlukan telah terkumpul kemudian menghitung total tenaga kerja yang dibutuhkan dengan menggunakan acuan HSPK wilayah Pacitan. Kemudian merencanakan time schedule agar sesuai dengan rancangan jadwal yang diinginkan. Time schedule yang dilampirkan terdiri dari Kurva S, Network Planning dan Ghantt Chart agar dapat dipahami lebih jelas dan optimal. Dari hasil perencanaan pelaksanaan didapatkan waktu pelaksanaan proyek Side Spillway selama 289 hari dan total biaya yang diperlukan adalah sebesar Rp 101.619.880.264,00 ========================================================================================================= Spillway or overflow channel is a structure used to provide controlled flow of a dam to a dammed downstream area. The overflow ducts release floods so the water does not exceed and damage the dam. In this final project will be planned analysis of the implementation and construction of the Side Spillway construction project at Tukul Pacitan Reservoir. Data analysis methods used are project descriptions consisting of data collection techniques, data sources, data analysis (machine analysis, productivity, cost of equipment, labor cost, duration of work, and material analysis), implementation techniques and final project design. Once all the required data has been collected then calculate the total labor required by using the Pacitan area HSPK reference. Then plan the time schedule to fit the desired schedule design. The attached time schedule consists of Curve S, Network Planning and Ghantt Chart in order to be understood more clearly and optimally. From the results of the implementation plan, the time for the implementation of the Side Spillway project is 289 days and the total cost required is IDR 101.619.880.264,00 and the time schedule method shows all items of work activities containing the planning items, the working time and the resource sheet according to the design Which are desirable and interconnected with one another.

Item Type: Thesis (Diploma)
Uncontrolled Keywords: RAB, Network Planning, Curve S, Microsoft Office Project, Time Schedule.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TA Engineering (General). Civil engineering (General) > TA347 Finite Element Method
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > (D3) Diploma
Depositing User: Ratna Zulita Anggraeni
Date Deposited: 05 Oct 2017 06:52
Last Modified: 08 Mar 2019 04:02
URI: http://repository.its.ac.id/id/eprint/45050

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