Penggunaan Escavator Untuk Galian Tie Beam dan Pile Cap di Proyek Paddel Court Pondok Indah

Authors

  • Kerlima Hutagaol Universitas Mpu Tantular
  • Sri Hartanto Universitas Mpu Tantular
  • Muhammad Ricko Nasution Universitas Mpu Tantular
  • Jorgy Johnatan Universitas Mpu Tantular
  • Meliana Nur Evani Universitas Mpu Tantular

DOI:

https://doi.org/10.55681/sentri.v4i8.4200

Keywords:

tie beam excavation, excavation with mini excavator, excavation in densely built construction sites

Abstract

The use of heavy equipment in construction work has become a key solution to improving project execution efficiency and effectiveness. One critical phase in construction is excavation for substructure elements such as tie beams and pile caps, which require precision and speed during implementation. This study discusses the application of a mini excavator for substructure excavation work in the Paddle Court development project located at Plaza 6 Pondok Indah. The aim of the study is to evaluate how far the mini excavator can offer advantages in terms of time, cost, labor, and accuracy of the work compared to conventional manual methods. The methodology includes direct field observation, visual documentation, and qualitative analysis of productivity and challenges encountered during implementation. The results show that using a mini excavator can accelerate execution time by up to 60% and significantly reduce labor needs. However, challenges such as limited maneuvering space in tight areas and the need for strict supervision to maintain excavation accuracy were also identified. These findings form the basis for recommendations to contractors in selecting excavation methods based on site conditions, project capacity, and time urgency. Therefore, the use of a mini excavator is an effective solution to enhance project productivity, particularly for large-volume substructure work in areas with adequate working space. This research is expected to serve as a technical reference for similar future construction projects.

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References

FernAriwibowo, Y., & Haryanto, B. (2018). Analisa Pemilihan Metode Galian Pondasi antara Manual dan Excavator di Kawasan Padat. Jurnal Teknik Sipil Universitas Trunojoyo, 6(2), 101–110.

Hidayat, A., & Yusuf, R. (2019). Studi Efektivitas Pelaksanaan Pekerjaan Galian pada Struktur Bawah Gedung Bertingkat. Jurnal Konstruksi Indonesia, 14(1), 33–40.

Hidayat, M., & Yusuf, A. (2019). Pengaruh Penggunaan Excavator terhadap Efisiensi Proyek Konstruksi. Jurnal Rekayasa Sipil dan Desain Bangunan, 6(2), 33–40.

Putra, F. N., & Kurniawan, R. (2022). Optimasi Penggunaan Mini Excavator dalam Pekerjaan Galian Struktur Bawah di Area Terbatas. Jurnal Teknik Bangunan, 10(1), 21–28

Putra, W. H., & Kurniawan, D. (2022). Evaluasi Risiko Keselamatan Kerja Penggunaan Alat Berat di Area Terbatas. Jurnal Teknik Sipil dan Lingkungan, 5(1), 27–34.

Prasetyo, D., & Sihombing, M. (2020). Perbandingan Produktivitas Galian Manual dan Mini Excavator di Proyek Perkotaan. Jurnal Teknologi Konstruksi, 9(3), 55–63.

Prasetyo, B., & Sihombing, M. (2020). Studi Produktivitas Excavator Mini pada Pekerjaan Galian Struktur. Jurnal Ilmiah Teknik Sipil, 8(1), 45–53.

Ramadhan, M. I., & Wijaya, T. (2021). Analisa Efisiensi Biaya dan Waktu Pekerjaan Galian Menggunakan Excavator. Jurnal Riset Teknik Sipil, 8(2), 44–52.

Ramadhan, I., & Wijaya, A. (2021). Evaluasi Waktu dan Biaya Pekerjaan Galian Menggunakan Alat Berat Excavator di Proyek Gedung. Jurnal Konstruksi Indonesia, 9(3), 91–98. https://doi.org/10.14710/jki.2021.9.3.91-98

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Published

2025-08-06

How to Cite

Hutagaol, K., Hartanto, S., Nasution, M. R., Johnatan, J., & Evani, M. N. (2025). Penggunaan Escavator Untuk Galian Tie Beam dan Pile Cap di Proyek Paddel Court Pondok Indah. SENTRI: Jurnal Riset Ilmiah, 4(8), 956–962. https://doi.org/10.55681/sentri.v4i8.4200