scholarly journals ANALISA PENGGUNAAN ALAT BERAT PROYEK PEMBANGUNAN UNDERPASS SIMPANG DEWA RUCI DENPASAR, BALI

2014 ◽  
Vol 8 (2) ◽  
pp. 111
Author(s):  
Andrea Saputra Antang Pratama, Fadjar Purnomo, Muhammad Fajar Subkhan
Keyword(s):  
Soil Compaction ◽  
Construction Project ◽  
Unit Price ◽  
Dump Truck ◽  
Pneumatic Tire ◽  
Heavy Equipment

400 m long and 16 m wide Simpang Dewa Ruci underpass construction project is a new one in Bali. It is of drilled pile system which need heavy equipment for drilling.The purpose of this study is to find out the unit price of some heavy equipment, like drill pile, excavator back hoe, dump truck, wheel dozer, tandem vibratory roller, asphalt finisher, and pneumatic tire roller.The calculations result in unit price of job the drill with drill pile at IDR 93,921.79/m3, unit price of job entrenchment and soil moving with excavator back hoe at IDR 14,656.22/m3, unit price earth moving work with dump truck at IDR 38,324.82/m3, unit price leveling congeries with whell dozer at IDR 2,644.87/m3, unit price soil compaction and asphalt compaction with tandem vibratory roller at IDR 4,034.93/m3, unit price of the spreading asphalt with asphalt finisher at IDR 34,637.50/m3, and unit price asphalt compaction with pneumatic tire roller at IDR 13,478.42/m3.Keywords: capacity, heavy equipment, productivity, unit price, use

scholarly journals PERENCANAAN KEBUTUHAN ALAT BERAT PROYEK REKLAMASI PELABUHAN SORONG

2019 ◽  
Vol 12 (2) ◽  
pp. 108
Author(s):  
Diki Firmansah, Marjono, Johanes Asdhi P.
Keyword(s):  
Secondary Data ◽  
Unit Price ◽  
Dump Truck ◽  
Northern Coast ◽  
Container Port ◽  
Heavy Equipment ◽  
Port Area ◽  
Type Size ◽  
Reclamation Project ◽  
The Cost

One disadvantages of Sorong Port is not able to accommodate the incoming vessels, as the container port has been united with the passenger port. Therefore, the northern coast is to be reclaimed to provide more port area. To make this 50,000-m² reclamation project run smoothly, the use of heavy equipment must be appropriate in terms of type, size, quantity, and site situation. The purpose of thesis is to find out the type of heavy equipment needed, the number of equipment needs, and the cost of heavy equipment. The required secondary data of Sorong shop drawings, work specifications, material and work unit price of Sorong 2016 and heavy equipment specifications. The planning comprised embankment and reclamation works.The planning results of heavy equipment comprising 1 units of excavator on 39 work weeks, 1 units of excavator long boom on 5 work weeks, 70 units of dump truck on 39 work weeks, 1 units of motor grader on 13 work weeks, 1 units of wheel loader on 10 work weeks, and 1 units of vibrator roller on 11 work weeks; at a total cost of IDR 56,343,100,000.00 Keywords: reclamation, productivity, heavy equipment

scholarly journals Analisis Produktivitas Waktu Kerja Alat Berat Pada Pembangunan Lanjutan Reklamasi Dan Jalan Kawasan Kayu Merah-Kalumata

2021 ◽  
Vol 4 (1) ◽  
pp. 59
Author(s):  
M. Irsan Sangadji ◽  
Edward Rizki Ahadian ◽  
M Darwis
Keyword(s):  
Construction Project ◽  
Work Productivity ◽  
Dump Truck ◽  
Construction Work ◽  
Time Efficiency ◽  
Wheel Loader ◽  
Expected Time ◽  
Heavy Equipment ◽  
Work Item ◽  
Vital Resource

The development of the construction world has resulted in the increasing need for heavy equipment for each project. Heavy equipment is a vital resource in a construction project. However, the costs required to procure heavy equipment are not cheap. Therefore, the choice of heavy equipment has a big influence on the efficiency and profitability of construction work. Productivity is used as a guide in determining the duration of each job and the number of heavy equipment to be treated. This research was conducted by observing the field to obtain the time needed by each heavy equipment in the reclamation work which then carried out the calculation of productivity. The results of the research are that the trailer/trailer truck has a productivity of 60.614 minutes, the excavator has a productivity of 21 m³/hour, the roller vibrator has a productivity of 155.625 m³/hour, the wheel loader has a productivity of 91.098 m³ hour, the water tanker has a productivity of 14.229 m³/hour, the motor grader has a productivity is 942,880 m²/hour, and the dump truck has a productivity of 26,981 m³/hour, then after analyzing the productivity of heavy equipment the next stage is calculating the time efficiency that occurs in each work item, and the mobilization work takes 17 days or less than the expected time. it has been planned in the contract document that is 28 days, in the usual piling work from the excavation source it will take 247 days or less than the time planned in the contract document which is 287 days.

scholarly journals PRODUKTIVITAS ALAT BERAT DAN BIAYA PELAKSANAAN PEKERJAAN PADA PROYEK PEMELIHARAAN BERKALA RUAS JALAN: SUNGAI LAKUM – PASAR KAMIS (KERTAK HANYAR)

INFO-TEKNIK ◽  
2020 ◽  
Vol 21 (1) ◽  
pp. 103
Author(s):  
Aulia Isramaulana ◽  
Rizka Norjanah
Keyword(s):  
Theoretical Analysis ◽  
Data Processing ◽  
Field Data ◽  
Unit Price ◽  
Base Layer ◽  
Class A ◽  
Heavy Equipment ◽  
Periodic Maintenance ◽  
Class B ◽  
Aggregate Base

On the project Periodic Maintenance of Road Sungai Lakum Pasar Kamis is a project implemented using heavy equipment. By using heavy equipment, will facilitate and accelerate the course of the project. The tools used must be considered maintenance, because it is very influential on the production tools and costs incurred for the use of the tool. This study aims to analyze the use of heavy equipment in the periodic Maintenance Project of road Sungai Lakum Pasar Kamis by using theoretical analysis based on field data. Analyzing the calculation is the productivity and cost of the equipment on the scope of work that is the work of the land, widening work and road shoulder work, grinding pavement work, and asphalt work, using Excel program as a tool in data processing so that the achievement of the use of heavy equipment available in finish the job. Based on the calculation obtained the price of theoretical analysis unit based on field data for the work of preferred stockpiles from the source of Rp. 310.994.714,2; Class B aggregate base layer Rp. 76.127.086,04; Aggregate base layer with hill excavation Rp. 59.705.050,39; Class A base aggregate layer Rp. 204.703.029,9; Asphalt lining resap coat liquid Rp. 3.038.436,28; Lataston coating foundation Rp. 306.997.682,6. Where the calculation of unit price based on field data is smaller than the unit price of the bid data.

scholarly journals Analisis Kebutuhan dan Biaya Alat Berat untuk Pekerjaan Pemadatan Lapisan Permukaan Street-Race Circuit Mandalika

2021 ◽  
pp. 1-8
Author(s):  
A. Fihani ◽  
Hasyim Hasyim ◽  
I.D.M.A. Karyawan
Keyword(s):  
Surface Layer ◽  
Asphalt Concrete ◽  
Road Surface ◽  
Pneumatic Tire ◽  
Total Cost ◽  
Air Compressor ◽  
The Road ◽  
Heavy Equipment ◽  
Dump Trucks ◽  
Base Course

The Street-Race Circuit is being built in the Mandalika Tourism Special Economic Zone (KEK), Central Lombok, West Nusa Tenggara. The construction is targeted to be completed, before the MotoGP event on this circuit is implemented in 2021. One of the infrastructure related to this, which also really needs to be built to support the smooth running of the 2021 MotoGP is the development of access to the circuit location. The analysis carried out includes the calculation of heavy equipment productivity. Heavy equipment productivity is determined based on cycle times, production per hour, number of heavy equipment used, the amount of operating costs per hour. The analysis was carried out for the road surface layer work, namely the Asphalt Concrete Base Course (AC-BC) work. Based on the results of the analysis, it was found that the production for 1 unit of asphalt mixing plant (AMP) was 49.80 tons/hour and 9 units of dump trucks were 2.34 tons/hour. The spreader using the asphalt finisher can spread 109.18 tons/hour. As for the compactor, which is 18.55 tons/hour for 2 units of tandem rollers and 27.47 tons/hour for 1 unit of pneumatic tire roller. Other equipment is 9.96 m2/hour for air compressor and 2.74 liter/hour for asphalt sprayer. Meanwhile, in the Asphalt Concrete Wearing Course (AC-WC) work, several tools have the same productivity as the AC-BC job, namely asphalt mixing plant, air compressor and asphalt sprayer. Meanwhile, 13 units of Dump Trucks amounted to 2,338 tons/hour, 1 unit of asphalt finisher of 72,787 tons/hour, 3 units of tandem rollers of 12,367 tons/hour, and 1 unit of pneumatic tire roller of 18.31 tons/hour. The total cost of using heavy equipment for road surface layer work is Rp. 4,967,657,344. The total cost based on the contract document is Rp. 5,042,082,622. So that there is a difference in costs of Rp. 74,425,278.

scholarly journals Dynamic Soil Compaction–recent Methods and Research Tools for Innovative Heavy Equipment Approaches

2015 ◽  
Vol 125 ◽  
pp. 390-396 ◽  
Author(s):  
Holger Pankrath ◽  
Marco Barthel ◽  
Alexander Knut ◽  
Matteo Bracciale ◽  
Ralf Thiele
Keyword(s):  
Soil Compaction ◽  
Heavy Equipment ◽  
Research Tools

scholarly journals Optimization of Heavy Equipment Capabilities in The Framework of Productivity and Coal Mining Business Sustainability: Case Study of East Kalimantan Mining Area

2020 ◽  
Author(s):  
Richmond Sam Quarm ◽  
Mohamed Osman Elamin Busharads ◽  
Richmond Sam-Quarm
Keyword(s):  
Linear Programming ◽  
Coal Mining ◽  
Value Added ◽  
Mining Area ◽  
Production Optimization ◽  
Dump Truck ◽  
East Kalimantan ◽  
Heavy Equipment ◽  
Optimum Cost ◽  
Match Factor

Coal mining business is now faced with various challenges such as export restrictions policy, an increase in value added products, and the decline in market prices of products. To be able to compete, mining companies are expected to increase productivity and efficiency and make continuous improvements in the production process. In the mining process, the availability of equipment and dump truck unloading tool will determine the sustainability of production that have an impact on productivity and efficiency. The purpose of this study was to optimize the production of coal mining in the context of the efficient use of equipment using the match factor, queues, and linear programming. The research location is in the area of the mining concession contractor KTD Corp is in the village of Embalut, District Tenggarong Seberang, Kertanegara Kutai Regency, East Kalimantan in October-November 2015. Unloading equipment used backhoe excavator is 5 units and 32 units of dump trucks. The simulation results match factor generated by the method optimal dump truck needs 26 units, while the queuing method and linear programming as much as 25 units of dump truck. The results of production optimization with linear programming method produced mining productivity of 1,208 BCM of overburden per hour with the optimum cost of $ 0,909/BCM.

scholarly journals ANALISIS DURASI dan PERHITUNGAN BIAYA PENYUSUTAN (DEPRESIASI) ALAT BERAT EXCAVATOR

2019 ◽  
Vol 8 (1) ◽  
pp. 10-19
Author(s):  
Dian Febrianti ◽  
Zakia Zakia
Keyword(s):  
Unit Price ◽  
Improvement Project ◽  
Second Stage ◽  
Heavy Equipment ◽  
Straight Line ◽  
Price Analysis ◽  
The Cost ◽  
The Town ◽  
Selection Factor ◽  
Straight Line Method

Keberhasilan suatu  proyek dilihat dari keuntungan yang didapatkan dan kecepatan dalam menyelesaikan proyek tersebut, sehingga faktor pemilihan alat berat sangat penting dalam keberhasilan suatu proyek. Biaya penggunaan alat berat yang tinggi, berpengaruh pada konstribusi alat berat terhadap pelaksanaan proyek maka permasalahan yang timbul pada penelitian ini bertujuan untuk menganalisis biaya dan waktu penggunaan salah satu alat berat, yaitu excavator. Permasalahan diatas mendasari penelitian ini untuk mencari durasi penggunaan alat berat excavator dengan metode barchart untuk mengetahui berapa lama durasi penggunaannya dan selanjutnya menghitung biaya penyusutan (depresiasi) alat berat dengan menggunakan metode garis lurus untuk mengetahui nilai sisa alat setelah pemakaian alat dan yang terakhir untuk menghitung biaya penggunaan alat berat menggunakan Analisis Harga Satuan Pekerjaan (ASHP). Penelitian ini dilakukan pada pekerjaan timbunan pilihan pada proyek peningkatan jalan alun-alun suka makmue - jalan lingkar timur ibu kota tahap II kabupaten Nagan Raya. Berdasarkan hasil perhitungan dengan menggunakan metode barchart maka diperoleh waktu penggunaan alat berat pada pekerjaan timbunan pilihan adalah  excavator 36 hari. Selanjutnya  hasil perhitungan depresiasi alat berat mengalami penurunan nilai asetnya adalah excavator  tipe hitachi Rp.136.000.000/tahun, excavator tipe komathatsu Rp.53.000.000/tahun, dan terakhir hasil mehitung biaya sewa penggunaan alat berat adalah excavator tipe hitachi sebesar Rp.365.300/hari, excavator tipe komathatsu sebesar Rp.409.400.,00/hari. Kesimpulan yang didapat pada penelitian ini adalah pengunaan alat berat yang optimal dapat mengghemat penggunaan biaya sewa alat berat.Kata kunci : Alat berat, Durasi, DepresiasiThe success of a project is seen from the benefits obtained and the speed in completing the project, so that the selection factor of heavy equipment is very important in the success of a project. The cost of using heavy equipment is high, affecting the contribution of heavy equipment to the implementation of the project, the problems that arise in this study aim to analyze the cost and time of use of one of the heavy equipment, namely an excavator. The above problems underlie this study to find the duration of the use of excavator heavy equipment with the barchart method to determine how long the duration of use and then calculate the depreciation of heavy equipment using the straight-line method to determine the remaining value of the tool after use of the tool and the last to calculate the cost heavy equipment use using Job Unit Price Analysis (ASHP). This research was carried out on selected heap work on a road improvement project in the town square like makmue - the eastern ring road of the second stage capital of Nagan Raya district. Based on the results of calculations using the barchart method, it is obtained the time of heavy equipment usage on the selected pile job is 36 days excavator. Furthermore, the calculation of the depreciation of heavy equipment experienced a decrease in the value of its assets are hitachi type excavators Rp. 136,000,000 / year, komathatsu type excavators Rp. 53,000,000 / year, and finally the result of calculating the rental cost of heavy equipment is hitachi type excavators Rp.365,300 / day, komathatsu type excavators of Rp. 409,400 .00 / day. The conclusion obtained in this study is that the optimal use of heavy equipment can save the use of heavy equipment rental costs.Keywords: Heavy equipment, Duration, Depreciation

scholarly journals Risks of Design Stage in Iraqi Construction Project

2018 ◽  
Vol 24 (3) ◽  
pp. 114
Author(s):  
Alaa Kharbat Shadhar ◽  
Buroog Basheer Mahmood
Keyword(s):  
Construction Projects ◽  
Construction Project ◽  
Fast Response ◽  
Unit Price ◽  
Design Stage ◽  
Project Completion ◽  
Lump Sum ◽  
Full Study ◽  
Effect Level ◽  
Design Documents

The management of construction projects needs to complete the basics of system management and work. Starting from the idea and how to turn it into a full study and ended at the construction project completion arriving at the purpose prepared for it, so the projects need to control on its operation and integration system in order to succeed. It is no secret for who concerned in construction projects field that the design stage is a very important stage in construction project because it determines the final features of the project through the requirements provided by the employer for the consultant to formulate it during this phase in the form of plans, drawings, and specifications, then translated on the ground as the shape of completed project meets those requirements. Therefore it has been necessary to focus in this paper on the design stage also demonstrated and analysis the most important risk facing this stage and their impact on a construction project by introducing a questionnaire to identify the most important risks factors at this stage affecting on the project. The paper had been shown that the effect of the design stage on Lump sum type of project contract was higher than the unit price, while the most important factor effect on a project its fast response of design team to prepare the design documents in order to facilitate the workflow and sequence of execution with effect level 3.714.    

scholarly journals Index Cost Estimation Using Case Based Reasoning Model Based on Macro BIM

2018 ◽  
Author(s):  
Krzysztof Zima ◽  
Agnieszka Leśniak
Keyword(s):  
Correlation Coefficient ◽  
Cost Estimation ◽  
Pearson Correlation ◽  
Construction Project ◽  
Information Modeling ◽  
Unit Price ◽  
Case Based Reasoning ◽  
Estimation Process ◽  
The Cost ◽  
Case Based

Information regarding the cost of a construction project is available to the investor and project participants in order to determine the subsequent success of a project, given that the information they collect has an impact on the decisions they make. Cost calculations, especially in the initial phase of a project, often generate large errors. This paper presents the new approach based on a combination of the Case Based Reasoning method (CBR) with the originally selected criteria for the description of a construction project (as a result of Pearson correlation coefficient and Spearman's rank correlation coefficient) and Building Information Modeling (BIM) technology. The CBR method fulfils expectations for a simple and fast system supporting the cost estimation process. It does not require any specialist knowledge, so it will be comprehensible to cost estimation practitioners. The BIM-based model gives the opportunity for the calculation of quantity take-offs and enables the use of the information contained in the BIM model in the cost estimation process. In order to prepare the model an appropriate relational database had to be developed. With extensive research, a database of 173 construction projects, including the construction of a sports field, was obtained. There were 14 variables defined originally by authors; however, only 10 (as a result of the correlation analysis) were used for the calculation. Data related to the project were collected in the BIM model. Results estimating the project’s unit price, using the CBR method, were presented and discussed. The Mean Absolute Estimate Error was used to evaluate the model.

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