HEALTH SAFETY AND ENVIRONMENT RISK ASSESSMENT: ACT/HSE/RA 001 COFFERDAMS (TEMPORARY WORKS) RISK SCORE CALCULATOR Use the Risk Score Calculator to Determine the Level of Risk of each Hazard What is the LIKELIHOOD of an occurrence? Hierarchy of Controls What w ould be the CONSEQUENCE of an occurrence be? Frequent/Almost certain (5) Continuous or will happen frequently Often (4) Likely (3) Possible (2) 6 to 12 times a year 1 to 5 times a year Once every 5 years Less than once every 5 years Catastrophic (5) High 25 High 20 High 15 Medium 10 Medium 5 High 20 High 16 High 12 Medium 8 Low 4 High 15 High 12 Medium 9 Medium 6 Low 3 Medium 10 Medium 8 Medium 6 Low 4 Low 2 Medium 10 Medium 4 Low 3 Low 2 Low 1 Multiple Fatalities Serious (4) Class 1 single fatality Moderate (3) Class2 (AWI or LTI) or Class 1 Permanently disabling effects Rarely (1) Can the hazard be Elim inated or removed from the w ork place? Can the product or process be substituted for a less hazardous alternative? Can the hazard be engineered aw ay w ith guards or barriers? Can Adm inistration Controls be adopted I.e. procedures, job rotation etc. Author: Approved: Issued: Rev. Date: Revision: 0 Project Name: xxx RA Ref No.: xxx RA compilation Date: Review date: Date: Compiled by: Reviewed by: Minor (2) Medical attention needed, no work restrictions. MTI Insignificant (1) FAI Overall Task Details Formation of deep cofferdam . Classed as Temporary Works Use in conjunction with RA10 - Excavations No 1 Specific Task Step (In sequence of works) Planned Cofferdam excavation in areas where live services may be present including: Electrical; Water; Sewerage; Gas; Telecoms; Hazard Details Presence of live underground services; Services not in area specified on drawings; Heavy plant or vehicles accessing work area; Presence of unmarked services; PRIOR TO WORKS Relevant Applicable MAS: 00246 – Excavations; 01413 – Underground services; Consequence/Risk Initial Risk Rating P S RR Incorrect cofferdam design; Risk of explosion due to gas line rupture; Risk of flooding of excavation and adjacent areas due to water main damage; Risk of electrocution or fire due to cable strike; Risk of hazardous waste entering excavation or water systems due to live sewerage damage; Risk of damage to low depth underground services from heavy vehicles; 4 5 Risk of vehicles / Plant entering open excavation; 2 Excavating cofferdam; Collapse during construction due to inadequate Method Statement; Unable to rescue workers in the event of an unplanned incident; Flooding; 4 4 Additional Training required: NOC’s Required for task: Temporary Works Coordinator to be designated Dubai Municipality Control Measures 16 HIGH i. The loads imposed on the cofferdam structure by construction equipment and operations must be considered, both during installation of the cofferdam and during installation of any equipment or construction of a structure within the cofferdam ; ii. The cofferdam, and every part thereof, shall be of suitable design and construction, of suitable and sound material and of sufficient strength and capacity for the purpose for which it is used; iii. Correct construction, verification that the structure is being constructed as design, monitoring the behaviour of the cofferdam and surrounding area, provision of adequate access, light and ventilation, shall be controlled by the Temporary Works Coordinator; iv. Installation of bracing, waling etc. shall be considered to ensure the cofferdam design can be proven. Welders are competent and where practicable structures can be bolted so integrity can be as per design; Removal of bracing etc. shall be considered during design; v. The cofferdam design must include the provision of safe access/egress/safe area and emergency rescue of workers in the event of ill health, cofferdam flooding etc. such as a platform for rescue tripod, man basket etc.; vi. Page 1 of 2 Approved by: i. All existing utility service drawings reviewed for known service details and position; ii. NOC and Utility provider and HLG Excavation permits to be completed, unique number added and recorded in log; iii. Work Area, including access route for plant, to be CAT scanned to locate exact position of service by competent persons; iv. Service clearly marked on ground, using posts, tags etc.; v. Any unidentified services marked on ground and drawing by Temporary Works 20 Coordinator or Temporary Works Supervisor; HIGH vi. All services clearly communicated to all workers at briefings and TBT’s, signed off and recorded; vii. Permit/NOC/JSEA/Approved design copies to be with supervisor in work area for review; viii. Supervision and Plant Operators instructed to stay within designated area and access route; ix. All excavation barriers to be planned and to RTA Traffic Managem ent Manual if adjacent to live roads; Collapse of cofferdam due to incorrect design; Cofferdam Design under Temporary Works Can Personal Protective Equipm ent & Clothing be w orn to safe guard against hazards? Residual Risks Additional Control Measures RR Workers not complying with controls All supervision to monitor operation; Regular topic in TBT’s Low No competent TW designer in-house Third Party approved TW designer to be used Low Sheets must be of suitable length and driven to adequate depth to ensure no exposed soil at base of cofferdam, posing a risk of water ingress and undercutting of soil; HSEQ -Rev-01(Aug-2018)) HEALTH SAFETY AND ENVIRONMENT RISK ASSESSMENT: ACT/HSE/RA 001 No Specific Task Step (In sequence of works) Hazard Details 3 Cofferdam excavation See Risk Assessment No. 10 4 Cofferdam sheet piling See Risk Assessment No. 16 5 Lifting operations See Risk Assessment No. 12 6 Workers required to work in confined space; Confined space working – cofferdam Consequence/Risk Excess or lack of oxygen; Presence of Toxic gases; Ingress of water or other substances; Explosion due to build-up of gases; COFFERDAMS (TEMPORARY WORKS) Initial Risk Rating P S RR iv. v. 4 Sudden water ingress into cofferdam; Restricted emergency evacuation; Access/egress; 16 HIGH vi. vii. viii. ix. x. i. ii. 6 Installation of wales, bracing etc. Lifting operations; Welding operations; Adverse weather; 5 Maintenance of cofferdam Cofferdam open for long periods; Unapproved amendments to design; Page 2 of 2 Falling materials; Electrical shock; Collapse of excavation due to alterations; Damage to excavations due to incident or adverse weather; Incident due to removal of barriers 4 4 16 HIGH 3 3 Rev. Date: Permit to be issued & gas monitoring undertaken if required before works commence; Adequate air circulation & lighting to be maintained in work areas; Equipment which may release excess oxygen or carbon monoxide gases shall not be used in confined space areas without adequate extraction; Local weather forecast should be noted to watch for heavy rains which may cause flooding; Dewatering pumps to be implemented, the number required dictated by the water table depth, size of cofferdam etc.; Special consideration to be given to any hot works inside a cofferdam; Means of rescue from the cofferdam must be implemented, rescue platform, man basket stationed in area etc.; Scaffold stairs should be installed, ladders are unsuitable for access into deep cofferdams; Top man to be appointed at the entry of the confined space area as required; Workers should be physically fit and competent to enter and undertake the work in confined spaces; ii. iii. iv. Revision: 0 Residual Risks Workers not adhering to requirements; Gas detector not calibrated resulting in incorrect reading Additional Control Measures RR Supervision to constantly monitor workers; Regular TBT’s & Trainings to be given on working Confined space; Low Gas detector to be calibrated to standards and manufacturers recommendations. Wales and bracing to be implemented as per approved TW design; Wales or bracing must be of the correct length, no gaps, to ensure welding is of sufficient strength and integrity to ensure cofferdam is to design; iii. Where possible jacks or bolted sections should be used where integrity can be proven; iv. Welders should be suitably experienced and competent in multi-positional welding; v. Welding sets should be placed outside of cofferdam, checked by competent electrician and suitably earthed; vi. Welded joins in bracing should be avoided, to ensure integrity; vii. Consideration should be given to the removal of wales and bracing after completion of the works, lifting points etc.; viii. Completed bracing shall be reviewed by Temporary Works Coordinator prior to use; i. 9 Med Approved: Issued: Control Measures i. ii. iii. 4 Author: Cofferdam checked after heavy rains, severe winds etc., stand by pumps to be available as required; Weekly recorded inspections undertaken; Implemented warning signage maintained; Housekeeping inside cofferdam to be maintained, all rubbish and waste material to be removed daily; Low Low HSEQ -Rev-01(Aug-2018))