EFISIENSI BIAYA PADA PELAKSANAAN PEMBANGUNAN SYPHON PIPA DAN BETON PADA SALURAN INTERBASIN RABABAKA KOMPLEKS KABUPATEN DOMPU

Ida Bagus Geraldy Winanta Putra; Heri Sulistiyono; Ery Setiawan

doi:10.33578/mbi.v17i6.251

Authors

Ida Bagus Geraldy Winanta Putra Program Studi Magister Teknik Sipil, Fakultas Teknik, Universitas Mataram
Heri Sulistiyono Program Studi Magister Teknik Sipil, Fakultas Teknik, Universitas Mataram
Ery Setiawan Program Studi Magister Teknik Sipil, Fakultas Teknik, Universitas Mataram

DOI:

https://doi.org/10.33578/mbi.v17i6.251

Keywords:

Siphon, Concrete, Carbon Steel Pipe, Efficiency

Abstract

Implementation of a project is often found the result is not suitable for the conditions at the time of implementation. To overcome this it is necessary to do design adjustments aimed at adjusting the plan of execution with circumstances when the work is implemented. This design adjustment is based on data retrieval directly from existing field conditions by conducting surveys and field engineering. The result of this field engineering will be the basis of calculations for proposed changes in work added/less, volume switching and adding new work items. Construction of reinforced concrete and pipe Steel Carbon ASTM A 252 Grade 2, two types of construction can be applied on the 1. S RBK siphon, but in terms of ease of implementation as well as the ease of supervision, Steel Carbon ASTM A252 Grade 2 pipe construction is more profitable. Calculation result of work implementation of concrete reinforced Syphon is expensive when compared with the work of Syphon by using Steel Carbon ASTM A 252 Grade 2, with efficiency value of 5.14%.

References

Budi, Indra, and Welli Juli Putra Gea, 2017, Tinjauan Kembali Disain Siphon Baru

Cibeet Di Btb 23/Penggantian Barrel Siphon Beton ke Pipa HDPE (Revised Design For New Cibeet Siphon At Btb. 23/Replacement Of The Reinforced Concrete Siphon Barrel Structure To HDPE Pipe) Jurnal KaLIBRASI-Karya Lintas Ilmu Bidang Rekayasa Arsitektur, Sipil, Industri. 12 (2017).

Balai Wilayah Sungai - Nusa Tenggara I. 2019. Justifikasi Teknis Bangunan Syphon RBK 1.S Tahun 2019/2020. Mataram: Balai Wilayah Sungai - Nusa Tenggara I.

Direktorat Jenderal Departemen Pekerjaan Umum, 1986, Standar Perencanaan

Irigasi Kriteria Perencanaan Standar Irigasi KP – 04, Badan Penerbit

H. Dedeng, 2011, Analisis Unjuk Kerja Jaringan Pipa Siphon, Jurnal Konstruksia vol.3, Program

studi teknik elektro, Muhammadiyah Jakarta, Jakarta.

Kementrian Pekerjaan Umum Perumahan Rakyat, 2016, Permen PUPR No.28/PRT/M/2019,

Tentang Pedoman Analisis Harga satuan Pekerjaan Bidang Pekerjaan Umum

Soedibyo, 2003, Teknik Bendungan, PT. Pradnya Paramita, Jakarta.

Triatmojo Bambang, 1993, Hidraulika II, Beta Offset, Yogyakarta.