DNYA.TA
DNYA.TA
IL0011731374
DNYA CEBUS
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Company Profile

Danya Cebus Ltd. operates as a construction and infrastructure company in Israel and internationally. It undertakes infrastructure projects, including road paving, building railway infrastructure, construction of bridges, parking lots, tunnel mining, and associated infrastructure development, as well as commercial, industrial, and residential infrastructures. The company also engages in the design and execution of integrated electromechanical systems; concrete pumps array, lease of tower cranes, external elevators services, and skyscrapers and building equipment; residential projects for rent or sale; the execution of underground works that include foundation, deposition, and works related to advanced geotechnics; and production of aluminum elements and windows. In addition, it provides preconstruction services, including review of plans, schedules, logistical planning, and design; construction services comprising project, contract, on-site logistics, and on-site safety management services, as well as equipment and materials; consulting services, such as project analysis survey, quality control, and schedule analysis; and human resource solutions. The company was incorporated in 1997 and is headquartered in Or Yehuda, Israel. Danya Cebus Ltd. operates as a subsidiary of Africa Israel Investments Ltd.

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Key Metrics & Overview

Detailed metrics & financial data of the company

Company Profile
5 Metrics

🛡️ Risk & Structural Analysis

Multi-Factor Risk Model & Market Data

7/7 Very High
5Y Volatility
38.0% p.a.
Max Drawdown (5Y)
-50.0%
Sharpe Ratio (5Y)
0.10
Beta Factor
0.25
Size Class
Mid Cap
Notes & Warnings
Single Stock Risk: Investing in an individual stock carries full company and insolvency risk (no fund diversification).
Exemplary balance sheet strength: Very solid ratio of equity to debt.
Strong cyclicality: The business model is sensitive to economic downturns.
Structurally High Volatility: Above-average fluctuations persist across 5 to 10 years (38.0% p.a.).
Historical Stress Test: Maximum peak-to-trough drawdown of -50.0% in the extended horizon.
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