Analisa Perhitungan Waktu Dan Biaya Pada Proyek Elevated Tol KLBM Seksi 2 STA.17+978 – STA.18+318 Dengan Metode Pelaksanaan Erection Girder Non Standard Bentang 50.8 M’

Saksono, Bintar Suryo (2021) Analisa Perhitungan Waktu Dan Biaya Pada Proyek Elevated Tol KLBM Seksi 2 STA.17+978 – STA.18+318 Dengan Metode Pelaksanaan Erection Girder Non Standard Bentang 50.8 M’. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Penyusunan proyek akhir ini membahas tentang perhitungan waktu dan biaya pada proyek pembangunan jalan tol Krian – Legundi – Bunder - Manyar (disingkat jalan Tol KLBM). Jalan Tol KLBM membentang sepanjang 38,39kilometer yang menghubungkan daerah Krian, Kabupaten Sidoarjo dengan Manyar, Kabupaten Gresik, Provinsi Jawa Timur. Pada tugas akhir ini batasan yang digunakan adalah seksi 2 Sta.17+978 – Sta.18+318 dengan panjang bentang 340,3 meter. Tol Elevated ini dibangun dengan PCI Girder prestress 40,8 m’ dan girder non standard 50,8 m’, sedangkan lebar jalan adalah sepanjang 25.2 m’. Perhitungan waktu dan biaya pada proyek pembangunan jalan tol Krian – Legundi – Bunder - Manyar (KLBM) ini menggunakan gambar proyek yang didapat dari PT. Waskita Beton Precast (WBP) selaku kontraktor pelaksana seksi 2. Serta perhitungan biaya pelaksanaan berdasarkan data analisa dilapangan melalui survei harga, literatur/ brosur dan Harga Satuan Pokok (HSPK) kota Surabaya tahun 2020. iv Pada proyek ini waktu pelaksanaan didasarkan pada perencanaan metode pelaksanaan, salah satunya adalah metode pelaksanaan erection girder non standar bentang 50.8 m’ dengan crawler crane 250 ton. Untuk penyusunan jadwal tiap item pekerjaan dilakukan dengan program bantu software Microsoft Project. Dari hasil perhitungan yang dilakukan penulis, didapatkan durasi pekerjaan 423 hari kerja dengan biaya Rp.128.336.556.583,00- ====================================================================================================== The preparation of this final project discusses the calculation of time and costs for the Krian – Legundi – Bunder - Manyar toll road construction project (abbreviated KLBM Toll Road). The KLBM Toll Road stretches for 38.39 kilometers that connects the Krian area, Sidoarjo Regency with Manyar, Gresik Regency, East Java Province. In this final project, the boundary used is section 2 Sta.17+978 – Sta.18+318 with a span of 340.3 meters. This Elevated Toll Road was built with PCI Girder prestress using 40,8 m' girder and 50.8 m' non�standard girder while the width of the road is 25.2 m'. The calculation of time and costs for the Krian – Legundi – Bunder - Manyar (KLBM) toll road construction project uses project drawings obtained from PT. Waskita Beton Precast (WBP) as the implementing contractor for section 2. As well as the calculation of implementation costs based on field vi analysis data through price surveys, literature/ brochures, and Basic Unit Prices (HSPK) for the city of Surabaya in 2020. In this project, the implementation time is based on the planning of the training method, one of which is the implementation method of non-standard erection girders spanning 50.8 m' with a 250-ton crawler crane. The preparation of the schedule for each work item is carried out with the Microsoft Project software program. From the results of calculations carried out by the author, the duration of the work is 423 working days at a cost of Rp.128.336.556.583,00-

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Tol Elevated, Erection Girder, Durasi, Biaya
Subjects: T Technology > T Technology (General)
T Technology > T Technology (General) > T56.8 Project Management
T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction.
T Technology > TA Engineering (General). Civil engineering (General) > TA780.C29 Piling (Civil engineering)
T Technology > TF Railroad engineering and operation > TF193 Estimates, costs, etc.
Divisions: Faculty of Vocational > Civil Infrastructure Engineering (D4)
Depositing User: BINTAR SURYO SAKSONO
Date Deposited: 31 Aug 2021 06:54
Last Modified: 31 Aug 2021 06:54
URI: https://repository.its.ac.id/id/eprint/90669

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