Andrean, M. Faisal Ficky (2025) Analisis Perbandingan Waktu Dan Biaya Berdasarkan Quantity Take-Off Metode Konvensional Dan BIM Pada Pelaksanaan Proyek Pembangunan Jalan Tol Probolinggo – Banyuwangi Paket 2 Zona 1 (Sta 9+000 – Sta 15+400). Diploma thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Proyek Pembangunan ruas Jalan Tol Probolinggo – Banyuwangi Paket 2 merupakan bagian ruas akhir dari pekerjaan proyek nasional Jalan Tol Trans Jawa (JTTJ) yang akan menjadi penghubung seluruh pulau Jawa mulai dari Pelabuhan Merak hingga Pelabuhan Ketapang. Program pembangunan Ruas Jalan Tol Probolinggo – Banyuwangi di provinsi Jawa Timur merupakan bagian dari program nasional yang didukung oleh Peraturan Presiden Republik Indonesia (Perpres) No. 109 Tahun 2020. Pada penelitian ini dilakukan perhitungan waktu dan biaya berdasarkan Quantity Take-Off pada pembangunan jalan tol menggunakan BIM (Building Information Modeling) pada ruas STA 09+000 – 15+400 dengan bantuan software Civil 3d, Revit dan Naviswork. Referensi dalam pengerjaan penelitian ini menggunakan Permen PUPR 28 Tahun 2016, Permen PUPR 1 Tahun 2022, Permen PUPR 8 2023, Dokumen Kontraktor KSO (HKI-ACCSET-NK) dan Referensi penelitian terdahulu. Pada tahapan perhitungan 5D dilakukannya perhitungan metode konvensional dan metode BIM dengan Autodesk Revit dan Civil 3D, dilanjutkann dengan perhitungan produktivitas, lalu perhitungan waktu menggunakan Ms Project ke Autodesk Naviswork, Terakhir dilakukan perhitungan Rencana Anggaran Pelaksanaan (RAP) serta perencanaan Kurva – S. Maka dari itu hasil yang di dapat dalam perbandingan metode konvensional dan metode BIM untuk volume beton konvensional 25.641,633 m³ dan volume beton BIM 25.049,24 m³ didapatkan selisih volume sebesar 2,4%. Untuk volume besi konvensional 4.478.378,22 Kg dan volume besi BIM 4.316.557,00 Kg didapatkan selisih volume sebesar 3,7%. Pada pekerjaan MainRoad untuk volume timbunan tanah metode konvensional 1.458.199,79 m³ dan volume BIM 1.354.129,86 m³ didapatkan selisih 7,7%. Untuk volume Caping Layer metode konvensional 27.231,81 m³ dan volume BIM 25.940,50 m³ didapatkan selisih 5,0%. Untuk volume Drainage Layer metode konvensional 26.734,15 m³ dan volume BIM 25.309,35 m³ didapatkan selisih 5,6%. Untuk volume Lean Concrete metode konvensional 14.815,50 m³ dan volume BIM 14.577,75 m³ didapatkan selisih 1,6%. Untuk volume Rigid Pavement metode konvensional 43.699,50 m³ dan volume BIM 43.436,25 m³ didapatkan selisih 0,6%. Pada perhitungan estimasi biaya metode konvensional didapatkan RAP sebesar Rp. 427.622.984.861,52 sedangkan perhitungan estimasi biaya RAP metode BIM didapatkan sebesar Rp. 416.462.388.637,95 Perhitungan durasi yang didapatkan dari metode konvensional 376 hari Dan pada metode BIM 365 hari.
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The Probolinggo – Banyuwangi Toll Road Construction Project Package 2 is the final section of the national Trans Java Toll Road, project which will connect the entire island of Java from Merak Port to Ketapang Port. The Probolinggo – Banyuwangi Toll Road construction program in East Java province is part of a national program supported by Presidential Regulation of the Republic of Indonesia (Perpres) No. 109 of 2020. In this study, time and cost calculations were carried out based on Quantity Take-Off on toll road construction using BIM (Building Information Modeling) on the STA 09+000 – 15+400 section with the help of Civil 3d, Revit and Naviswork software. References in carrying out this research use PUPR Ministerial Regulation 28 of 2016, PUPR Ministerial Regulation 1 of 2022, PUPR Ministerial Regulation 8 2023, KSO Contractor Documents (HKI-ACCSET-NK) and previous research references. At the 5D calculation stage, conventional and BIM method calculations were carried out with Autodesk Revit and Civil 3D, continued with productivity calculations, then time calculations using Ms Project to Autodesk Naviswork, finally the calculation of the Implementation Budget Plan (RAP) and Curve planning - S. Therefore, the results that can be obtained in the comparison of conventional methods and BIM methods for conventional concrete volume of 25,641.633 m³ and BIM concrete volume of 25,049.24 m³ obtained a volume difference of 2.4%. For conventional iron volume of 4,478,378.22 Kg and BIM iron volume of 4,316,557.00 Kg, a volume difference of 3.7% was obtained. In the MainRoad work for the conventional method of landfill volume of 1,458,199.79 m³ and BIM volume of 1,354,129.86 m³, a difference of 7.7% was obtained. For the conventional Caping Layer method volume of 27,231.81 m³ and BIM volume of 25,940.50 m³, a difference of 5.0% was obtained. For the conventional Drainage Layer method volume of 26,734.15 m³ and BIM volume of 25,309.35 m³, a difference of 5.6% was obtained. For the conventional Lean Concrete method volume of 14,815.50 m³ and BIM volume of 14,577.75 m³, a difference of 1.6% was obtained. For the conventional Rigid Pavement method volume of 43,699.50 m³ and BIM volume of 43,436.25 m³, a difference of 0.6% was obtained. In the conventional method cost estimation calculation, the RAP was obtained at Rp. 427,622,984,861.52, while the BIM method RAP cost estimation calculation was obtained at Rp. 416,462,388,637.95 The duration calculation obtained from the conventional method is 376 days and the BIM method is 365 days.
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Analisis Biaya, Analisis Waktu, Quantity Take-Off, BIM, Proyek Jalan Tol, Cost Analysis, Time Analysis, Toll Road Project. |
| Subjects: | T Technology > T Technology (General) > T56.8 Project Management T Technology > TA Engineering (General). Civil engineering (General) > TA681 Concrete construction T Technology > TE Highway engineering. Roads and pavements > TE175 Road and highway design T Technology > TE Highway engineering. Roads and pavements > TE251.T74 Pavements--Design and construction T Technology > TH Building construction T Technology > TH Building construction > TH438.13 Building information modeling. |
| Divisions: | Faculty of Vocational > Civil Infrastructure Engineering (D4) |
| Depositing User: | M. Faisal Ficky Andrean |
| Date Deposited: | 04 Aug 2025 04:32 |
| Last Modified: | 03 Feb 2026 04:13 |
| URI: | http://repository.its.ac.id/id/eprint/126378 |
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