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ANALISA KEGAGALAN KONTRAKTOR DALAM PROSES TENDER DI KOTA PADANG Fetriani, Micky; Novitasari, Lilis; Vernando, Vero Gusri
Jurnal Ilmiah Poli Rekayasa Vol 20, No 2 (2025): April
Publisher : Pusat Penelitian dan pengabdian kepada Masyarakat (P3M) Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30630/jipr.20.2.387

Abstract

Kontraktor merupakan penyedia jasa yang akan mengerjakan suatu proyek kontruksi. Proyek kontruksi dilaksanakan melalui sistem terder secara elektonik dimana pada proses tersebut banyak kontraktor gagal karena kesalahan yang dibuatnya. Penyebab - penyebab kegagalan kontraktor dalam proses tender didapat dari beberapa literature dan hasil penelitian terdahulu meliputi lima faktor yaitu; aspek administrasi (X1), aspek teknis (X2), aspek harga (X3), aspek klarifikasi (X4) dan aspek lainnya (X5). Berbagai penyebab kegagalan kontraktor ini perlu diteliti agar dapat mengantisipasi kegagalan yang terjadi pada tender selanjutnya. Oleh karena itu dilakukan penelitian untuk mengindentifikasi faktor-faktor yang mempengaruhi kegagalan kontraktor dalam proses tender dengan sistem elektronik. Penelitian ini dilaksanakan di Kota Padang pada paket pekerjaan tahun 2024 dengan responden adalah kontraktor yang telah mengikuti tender secara elektronik pada situs lpse kota padang. Analisa ini menggunakan analisa kuantitatif dengan teknik pengumpulan data yang digunakan yaitu kuisioner dengan memakai instrument Skala linkert 1-5. Setelah dilakukan analisa maka didapatkan faktor paling dominan yang sering menjadi penyebab kegagalan kontrktor dalam proses tender di kota padang adalah X2.2 dukungan material dari suplier tidak ada atau salah dengan hasil mean 4,28 dan standart deviasi 0,980.
Analisis Kemampuan Pasir Dari Pantai Nirwana Kota Padang Dan Pasir Dari Pantai Kawasan Mandeh Pesisir Selatan Sebagai Pengganti Pasir Ottawa Dalam Pengujian Sandcone: Analysis Of The Capability Of Sand From Nirwana Beach At Padang City And Sand From Mandeh Beach At Pesisir Selatan As Subtitutes For Ottawa Sand In Sandcone Testing Afriyani, Sicilia; Prices, Afrizal Putra; Arlis, Angga Putra; Araska, Wahyu; Vernando, Vero Gusri; Husni, Alya Miftahul; Effendi, Effendi; Fitria, Winda
Media Ilmiah Teknik Sipil Vol. 13 No. 3 (2025): Media Ilmiah Teknik Sipil
Publisher : ​Institute for Researches and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/mits.v13i3.10869

Abstract

Ottawa sand has long been used as a standard material in geotechnical laboratory tests, particularly in grain size distribution and Sand Cone tests, due to its uniform particle size, purity, and stable physical properties. This study explores the potential of using beach sand from Nirwana and Mandeh as substitutes for Ottawa sand. The research process began with problem identification, followed by a literature review, sample collection, laboratory testing, and data analysis. The results show that the specific gravity of Nirwana sand (2.77) and Mandeh sand (2.72) are relatively close to Ottawa sand (±2.65). In terms of the coefficient of uniformity (Cu), Nirwana sand (2.34) is closer to Ottawa sand (2.17) compared to Mandeh sand (2.94). Regarding the coefficient of curvature (Cc), Nirwana sand (0.72) performs better than Mandeh sand (0.66), although both remain below the ideal range (1–3). Overall, Nirwana sand demonstrates greater potential as an alternative to Ottawa sand, with improvements in gradation recommended to achieve optimal performance.
Critical Factors in Determining the Success of Government Self-Management Projects: A Case Study Irrigation Water Use Acceleration Program/P3-TGAI Vernando, Vero Gusri; Ophiyandri, Taufika; Hidayat, Benny; Fetriani, Micky
CIVED Vol. 12 No. 1 (2025): March 2025
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v12i1.569

Abstract

This research is motivated by the importance of predicting the implementation of a project in the construction field to achieve a success where a project is said to be successful if the project can be completed at a competitive cost, can be completed on time or even faster than the scheduled time, and the quality is achieved. The aim of this study is to determine the critical success factor of government self-management projects (Acceleration Program for Irrigation Water Use Improvement/P3TGAI), so that undesirable things such as cost swells, time delays and others can be predicted as early as possible. This research uses a descriptive method where the populations are community assistance staff (TPM) and Center Management Consultants (KMB) in the program of Acceleration Program for Irrigation Water Use Improvement (P3-TGAI) in the Sumatra V River Basin Center and questionnaires are used as data collection techniques. The results showed that there are 5 determinants of the success of the self-management project for P3-TGAI, such as good communication between parties involved in the project (95.95); appropriate/appropriate work planning (91.89); monitoring of the project by the parties involved (89.19); ability to solve project problems by the parties involved (83.78); proper cost management by the parties involved (83.78). Then, there are 10 aspects that determine the success of P3-TGAI self-management projects, these factors are formed from the highest index in each aspect surveyed.