Quality
We are fully committed to establishing a quality culture throughout every aspect of our operations. We have had a Quality Policy in place since 1998. This Policy is implemented through a Quality Management System, adherence to which is mandatory for all ABM employees and sub-contractors.
Our system is accredited to Quality Management Standard EN ISO 9001: 2000.
Key elements of our Quality Plan include:
Clear identification of personnel responsible for project management; site management; safety; inspection/testing of works, and verification of such tests.
Meticulous execution of document control procedures including the maintenance of a comprehensive drawings register, the date stamping of documents, and the archiving of files and other records.
Consistent observance of agreed purchasing policies.
Safe and secure on–site segregation of materials that do no conform to specifications.
Strict enforcement of procedures for architects’ authorisation of any variations to contract.
Ready accessibility by architects to certification relating to calibration work carried out on all test and measuring equipment.
ABM are currently implementing both the ISO14001 for our Environmental Management System and the OHSAS for our Health & Safety Management System. We intend to obtain accreditation in early 2010.
Latest News
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ABM Launch in Slovakia
Rail line upgrade Žilina—Krasno nad Kysucou, 3 no. River Crossings
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ABM are delighted that they have successfully installed their first bridges in Slovakia using Matière Opti-Cadre precast concrete portals. -
ABM Alpine Mission!
The extension of a ski track OHDZ Grand—Brhliská, structure SO-07
ABM were recently called upon to participate in an urgent mission on the northern slope of the Chopok Mountain in the Low Tatras in Slovakia.
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R3 Horna Štubňa—Bypass, new railway bridge SO201–00
Skanska recently engaged ABM to fast-track installation works and obtain cost savings for a new railway bridge carrying a single-track railway from Štubňa to Prievidza over the new R3 expressway. The original proposal was based on an in-situ concrete abutment with a temporary steel bridge deck being used with a permanent deck of steel beams cast with a concrete infill. This involved long-term restrictions on traffic on the track and two full possessions.
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