Information
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Document No.
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Audit Title
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Client / Site
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Conducted on
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Prepared by
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Location
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Personnel
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Enter time of Commencement of compliance audit
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Enter the section of works being audited
1 - MANAGEMENT
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Have construction activities commenced
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Is the contractor representative on site
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Are there copies of current Project Drawings on site
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Are copies of relevant MRWA Codes and specifications on site
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Have MRWA customers been notified of works in accordance with MRWA requirements
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Have competent and qualified employees been allocated
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Have the appropriate affected authorities been notified
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Is a PMP prepared for each project to control Quality OHS and Environmental issues.
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Have ITPs been prepared for the activities.
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Are work instructions and technical procedures available for activities that are critical to the work
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Are staff competent in the use of the work instructions or technical procedures
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Are foremen running regular toolbox meetings
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Are records of toolbox meeting being kept and available on site for all to see.
2 - MATERIALS/PRODUCTS
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Have Materials and/or Products been delivered to the site
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Are all Pipes on MRWA approved Products List and according to Design Drawings
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Are all Fittings on MRWA approved Products List and according to Design Drawings
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Are all Backfill materials on MRWA approved Products List and according to Design
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Are Embedment materials on MRWA approved Products List and according to Design
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Do Concrete materials and works comply with MRWA Codes Part 3 and are according to Design
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Are precast maintenance structures on MRWA approved Products list and according to design
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Are all surface fitting on MRWA approved Product List and according to design
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Are water supply mains conveying drinking water constructed from pipes that are blue in colour, blue striped or sleeved with blue polyethylene sleeving.
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Are buried appurtenances installed on water supply mains conveying drinking water coloured blue or are buried components sleeved with blue sleeving.
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Are buried appurtenances installed on water supply mains conveying drinking water not coloured purple.
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Are recycled water supply mains conveying Non-drinking water constructed from pipes that are purple in colour, purple striped or sleeved with purple polyethylene sleeving.
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Are buried appurtenances installed on recycled water supply mains conveying Non-drinking water coloured purple or are buried components sleeved with purple sleeving.
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Are buried appurtenances installed on recycled mains conveying Non-drinking water not coloured blue
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Are rubber rings stored correctly
3 - STORAGE
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Is there a designated site compound or storage compound
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Are pipes unloaded according to manufacturer's requirements
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Are pipes stored in a secure location
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Are pipes and fittings stored according to manufacture's requirements
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Are plastic pipes within their use by date
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Do amenities on site comply with the Code of Practice for Building and Construction Workplaces
4 - MOBILE PLANT AND EQUIPMENT
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Is there mobile plant and equipment on site
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Is there evidence that operators of all plant are trained and have been assessed as competent in the operation of the plant (Certificate of Competency)
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Do Mobile Plant and Equipment comply with OHS Code of Practice
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Can the contractor demonstrate evidence of a company planned maintenance program in accordance with the plant manufacturers specification and schedules
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Can the contractor demonstrate examples of recently completed pre-start plant safety checks
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Is there evidence that faults can be recorded and rectified.
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Do all plant to be used on the road reserve have current registration
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Are plant/cranes being operated as required in the No Go zone regulations
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Does the plant have appropriate hazard warning lights
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Does the plant have appropriate audible warning devices
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Does the plant/crane have rollover protection and falling object protection
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Is a carbon dioxide or dry chemical hand fire extinguisher present in each plant
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Does the wire rope used on drums and sheaves have >19 wires per strand with an inner core.
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Are personnel in the vicinity of operating mobile plant wearing high visibility clothing, safety helmet
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Are there systems to effectively protect pedestrians working around mobile plant. (e.g. barriers, warning signs, bunting, communications, signals, etc.)
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Are Trucks, Cars and trailers parked to reduce impact on Road users and pedestrians
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Has a Job safety Analysis (JSA) been conducted in relation to the safe use of cranes
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Are JSA requirements for the safe use of cranes being met
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Does the operator have a certificate of competency to operate the crane/ plant for lifting loads
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Has the operator been instructed in the safe operation of this equipment
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Is a log book used by the operator
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Has all equipment been inspected and maintained to the manufacturer's specifications
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Has the operator carried out a load estimation (weight and centre of gravity)
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Are controls marked and colour coded for identification
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Are the mobile crane outrigger pads set up as required by the Code of Practice.
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Do quick hitches in use on plant have a locking device which is positively locked in the engaged position as required by Work safe
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Are loads suspended to a positively fixed attachment on a boom, not to a safety or quick hook
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Are all slings and chains tagged with Safe Working Load clearly indicated
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Are all fibre ropes/slings free of wear, break or other defects
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Do all hook and shackles conform to OHS requirements
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Are all hooks used on winches closed hooks
5 - MANUAL HANDLING
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Has a Job safety Analysis (JSA) been conducted in relation to manual handling
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Have all employees carried out appropriate training for manual handling
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Are JSA requirements being met
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Are lifting techniques appropriate
6 - FIRST AID
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Are appropriate first aid facilities and suitably trained persons on site
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Are the following phone numbers clearly displayed - Ambulance, Police, Fire Brigade
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Has the criteria for deciding the content of the First Aid Kit been assessed based on the nature of hazards and severity of the risks
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Have all employees been made aware of who the trained First Aider is
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Have all employees been made aware of the location of a first aid kit
7 - PUBLIC SAFETY
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Has hording protection for construction or scaffolding been provided over public access ways.
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Are appropriate warning signs and lighting provided, where necessary.
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Are measures being taken to prevent unauthorised persons entering the site
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Are MHs and other openings barricaded when unattended (or covered when practicable).
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Are excavations backfilled or barricaded when site is unattended.
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Have temporary walkways/ roads for control of pedestrians or traffic been maintained.
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Are public safety requirements of the contract specifications being complied with.
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Is mobile plant secure to prevent tampering or unauthorised use
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Has security fencing been provided, if appropriate and practicable.
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Has the contractor identified and marked the location of underground services prior to excavation
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Has the contractor complied with the relevant Utilities notification and construction conditions
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Does the Contractor have the Utilities services plans on site
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Have the location of all services been proven e.g. by potholing
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Has an appropriate method for exposing and protecting services been adopted by the contractor
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Has the contractor arranged for isolation and subsequent restoration of any service that needs to be removed from service while works are in progress
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Has the contractor immediately notified the asset owner of any damage or interference to any service, structure or property.
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Are plant operating in a way that may breach the No Go Zone regulations.
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Has a Spotter been nominated to guide the plant operator as required.
8 - EXPLOSIVES
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Are Explosives being used on Site
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Does Blasting conform with appropriate statutory regulations and Australian Standards AS2187
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Is there a licensed explosive person on site as required by Work cover
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Is a copy of the blasting permit on site
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Does blasting comply with the restrictions specified on the design drawings
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Are explosives properly stored and secured when not in use (e.g.. kept in a lockable cover)
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Is the tunnel/Shaft ventilated before people enter after blasting
9 - TRENCHING AND MINOR SHAFTS
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Has trenching and minor shaft works commenced
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Is the Contractor taking appropriate precautions to protect assets.
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Has the Contractor identified underground and overhead assets from plans and undertaken a site examination before digging
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Are excavators adhering to the No-Go-Zone of adjacent power lines
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Is an effective Traffic Management Plan in use
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Has a competent person conducted Job Safety Analysis relating to any excavations and what to do to prevent a collapse.
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Are the JSA requirements being met
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Is there a qualified Mine Manager for the site
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Is the qualified Mine Manager on site during all excavations
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Is the Contractor using a fall injury prevention system or hand rails if personnel risk falling >2 m
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Are steel plates adequately pinned
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Is the ground support system in the ground for all excavations >1.5 m deep
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Is the ground support suitable for the ground conditions and depth of the excavation
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Is the ground support provided for all excavation open
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Is the base of trench shields <1 m from base of trench
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Are workers provided with a ladder (or other means) where necessary for trench access and egress
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Are trench shields of an approved design, without twisted struts cracked welds or missing bolts.
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Are all plant and/or equipment a safe distance from the trench sides
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Is the trench wall battered at a safe angle and in accordance with Code of Practice.
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Are spoil, pipes and tools placed at least 0.5 m from the edge of a trench.
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Are safety helmets worn by all persons in the area
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Is there a minimum of 2 persons on site (one person always topside)
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Is the edge fretting and dropping into trench
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Are timbers bowing or creaking
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Are there tension cracks on the surface parallel to the edge
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Are power poles, buildings, driveways (in close proximity to excavations) secure against collapse
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Is excavation being dewatered adequately
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Is sediment pollution control on the construction site in accordance with EPA guidelines
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Are drains, channels and gutters being kept clear
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Are trenches backfilled as soon as shields removed
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Is the trench width in accordance with Standard Drawings
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Are operations confined to easements, reserves or approved areas where possible
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Has damage to vegetation and trees been kept to a minimum
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Is excess excavated material being progressively removed from private properties and road reserves
10 - WINCH
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Is a Winch in use on Site
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Is a positive connection such as a "D" shackle being used to connect the winch cable to the kibble bucket for shaft excavation.
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Is a qualified dogman certificate or equivalent held by the winch operator
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Do maintenance records exist in conformity with manufactures recommendations.
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Is equipment tagged indicating next service and safety check date.
11 - FOUNDATION PREPARATION
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Is the Contractor Preparing Pipe Foundations
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Does the foundation material achieve the required compaction
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Is the foundation suitable for the adopted constructed method (Refer to WAT-1200 or SEW-1200)
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Is widening of the excavation being carried out for areas with insufficient side support strength
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Are the correct special bases being used
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Is the excavation being kept free of water
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Are the Owners/ Regulators requirements for discharge of dewatering into SWD and waterway's being complied with.
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Is water being filtered prior to discharge into the stormwater system or waterway
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Is the turbidity and PH of water within acceptable limits (SEPP EPA Waters of Victoria)
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Is the pump inlet being floated to prevent sediment from being suctioned.
12 - EMBEDMENT MATERIALS
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Have pipe embedment works commenced
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Is the support (bedding) thickness within tolerance
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Is support being placed prior to the laying of pipes
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Is support being correctly compacted for the material being used
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Is the embedment material placed in layers less than 150mm thick
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Has correctly compacted embedment material been used for the full width of trench
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Is the width and depth of the trench within tolerances
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Is excessive excavation being refilled with approved materials
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Do embedment materials comply with MRWA Specifications and Drawing SEW-1201-V
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Do embedment materials comply with MRWA Specifications and Drawing WAT-1201-V, WAT-1202-V, WAT-1260-M and WAT-1261-M
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Do embedment materials comply with MRWA Specifications and Drawing WAT-1810-V, WAT-1201-V and WAT-1202-V
13 - PIPELAYING
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Is the Contractor Pipe laying
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Is the Contractor using products and materials registered on MRWA's Approved Products List
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Is there a current accredited pipe layer on site
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Has the contractor visually inspected pipes for defects prior to laying
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Are damaged pipes suitably tagged and isolated
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Are pipes being installed in accordance with manufacturer's recommendations
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Has marker tape been installed for UPVC pressure mains in close proximity to drains
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Are pipe barrels firmly embedded along the entire length
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Are cut pipes square and bevelled or debarred within tolerance
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Are horizontal and vertical clearances being maintained
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Is the correct jointing assembly equipment being used
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Do the pipe material's diameter and stiffness comply with those specified on the design drawings
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Are pipe sockets prevented from bearing on the bedding in accordance with drawing SEW-1201-V
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Is the pipe grade rechecked after embedment
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Does the pipe material comply with the diameter and class as specified on the design drawings
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Are pipe sockets prevented from bearing on the bedding in accordance with drawing WAT-1201-V
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Does the pipe material comply with the diameter and class as specified on the design drawings
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Are pipe sockets prevented from bearing on the bedding in accordance with drawing WAT-1201-V
14 - BORING
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Are boring techniques being used in the construction
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Has approval been obtained from the relevant authority
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Have all lines been bored as required by the design drawings
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Is the boring equipment in compliance with the relevant Code of Practice for plant/ equipment
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Are pipes approved for use in bores
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Are excavations in compliance to Code of Practice for trenching
15 - LASERS
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Is laser equipment being used
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Are the Operators familiar with the manufactures requirements
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Is the laser equipment labelled with the relevant laser class
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Are operators trained in their safe use
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Is the calibration date for the laser still current
16 - SOLVENT CEMENT JOINTING
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Is solvent cement jointing of pipes being undertaken
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Is spigot and socket dried before applying priming fluid and solvent cement
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Is the correct priming fluid and solvent cement being used.
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Are the Solvent Cement materials within their shelf life
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Is the contractor following safety precautions when using priming fluids
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Have the spigot ends been cut square, and all burrs removed from inside and outside edges.
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Is the witness mark being placed on spigot end of the cut pipe
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Are pipe layers making use of witness marks
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Have the pipe layers verified that the pipe is pushed fully home
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Are PVC solvent cement joints left undisturbed for at least 30 mins
17 - RUBBER RING JOINTING
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Are rubber ring pipes being installed
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Is the correct rubber ring being used for pipe type and expected flows
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Are rubber rings stamped and labelled correctly
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Are approved rubber ring lubricants being used
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Is lubricant being applied correctly to both socket and spigot
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Are pipe layers making use of witness marks
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Have the pipe layers verified that the pipe is pushed fully home
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Is the deflection at the joint within allowable tolerances
18 - BUTT WELDED
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Is PE Welding being Conducted on Site
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Is there an accredited welder on site (to AS/NZS 4129 / Politic)
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Is the field welding being carried out in a sheltered area
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Has the welding equipment been calibrated within the last six months
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Is the welding being carried out in a barricaded area (due to heat of equipment)
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Are joints free from contamination - Dust, Dirt, mud.
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Is there wind chill reduction of heater plate
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Is there adequate cleaning of pipe joints
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Has a visual inspection of the welded beading been completed to MRWA requirements
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Have flanged joints been assembled with backing plate to MRWA specifications
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Have all joint welds been recorded
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Have all joint welds been marked on pipe
19 - ELECTROFUSION WELDED
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Is Electro fusion Welding being used on Site
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Is there an accredited welder on site (to ASINZS 4129 / Politic)
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Has the welding equipment been calibrated within the last six months
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Is the field welding being carried out in a sheltered area
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Is the welding being carried out in a barricaded area (due to heat of equipment)
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Are the fitting and pipe clamped together
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Are joints free from contamination Dust, Dirt, mud.
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Have all joint welds been recorded
20 - STEEL WELDED
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Is Steel Welding being conducted on Site
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Is there an accredited welder on site
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Does the equipment comply with Hands requirements
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Does the equipment comply with EPA requirements
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Have the pipe coatings been repaired after welding
21 - MECHANICAL JOINTING
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Is the Contractor undertaking Mechanical Jointing
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Are the fittings approved by MRWA
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Are bolts the correct size and material
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Have bolts been tensioned to the required specification
22 - FLANGED JOINTING
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Is the Contractor undertaking Flanged Jointing
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Is the gasket an approved material and thickness in accordance with MRWA specification
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Are insulated flanged joints being used where specified
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Does the gasket match the flange
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Has the flange been fabricated from the design specified material
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Have the flange(s) been drilled to the specified table.
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Is the contractor using the correct jointing instructions for flanged joint
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Have bolts been tensioned to the required specification
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Is the flange welded to the off take
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Have all surfaces been coated to MRWA specifications
23 - TRENCHFILL
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Is the contractor in the process of backfilling and compacting trench fill
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Is mechanical compaction being carried out within support zone
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Is impact loading being avoided during trench fill placement
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Does trench fill material in road reserves comply with standard drawings and council requirements
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Have trenches and shafts been backfilled in accordance with standard drawings
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Have drives and tunnels been refilled in accordance with standard drawings
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Has compaction testing been carried out by a NATA registered tester
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Does trench fill comply with MRWA Specifications and drawing SEW-1201-V
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Is trench fill around MH, MS, IS and property branches been placed evenly to eliminate movement
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Have property branch sewers been backfilled as specified for the relevant manhole length
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Have MS's, IS's and property branch vertical drops been protected with the appropriate surround of trench fill material
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Does trench fill comply with Project Drawings, MRWA Specifications and Drawings WAT-1201-V, WAT-1202-V, WAT-1260-M and WAT-1261-M
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Does trench fill comply with Project Drawings, MRWA Specifications and Drawings WAT-1810-V, WAT-1201-V and WAT-1202-V
24 - FITTINGS
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Are only MRWA approved fittings being used
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Do all fittings have standard mark identification to a specified AS
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Are prefabricated fittings being supplied by a MRWA approved Supplier
25 - REPAIR
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Is an approved repair method being used by the Contractor in accordance with SEW-1500.
26 - PROPERTY BRANCH SEWERS
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Is the Contractor constructing Property Branch Sewers
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Are property branch sewers constructed in accordance with SEW-1153-M/ 1154-M/ 1155-M
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Is the position (tie) and variation from plumb within tolerance
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Are the openings of VC property branch sewers sealed in accordance with SEW-1153-M
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Are allowances made for setting of concrete surround at bottom bend of drops
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Are vertical drops being backfilled correctly
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Does excavation extend minimum of 300mm beyond end of property connection fittings.
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Is property branch sewer marker tape being installed
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Is SN10 PVC material being used for construction of property branch sewers
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Is the last fitting of property branch sewer compatible with AS1741orAS/NZS1260
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Is the insertion of junctions for property branch sewers in accordance with SEW-1501-V
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Is an approved gasket that matches the outside profile of the Ultrix wall pipe being used with a Stainless Steel OB for new HCB's on an existing profile wall pipe.
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Is the contractor using approved Stainless Steel OB's for installation of HCB's on existing sewers
27 - MAINTENANCE HOLES
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Is the Contractor constructing maintenance holes
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Have the Maintenance Holes bottom been setup using appropriate base and nib wall formwork and case former for different connection types.
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Has the concrete been placed and vibrated correctly.
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Are cast in-situ type MHs excavated and constructed in accordance with SEW-1301-V
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Has the Internal and external formwork been locked together during pouring and vibration.
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Have all forms been coated with an approved form-release agent
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Have maintenance holes been built within tolerances
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Do MH pipe connection details comply with SEW-1302-V, and SEW-1313-V
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Do MH change in level arrangements comply with SEW-1303-V
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Is the MH channel constructed in accordance with SEW-1304-V and SEW-1305-V
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Are MH internal drop arrangements constructed in accordance with SEW-1306-V
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Are step irons and ladders constructed in accordance with SEW-1307-V
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Does the finished level of MH covers comply with SEW-1308-V
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Does the selection of MH cover type comply with design drawings and SEW-1308-V
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Is the concrete surface finish of maintenance hole channels acceptable
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Is the concrete surface finish of maintenance hole walls acceptable
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Have distorted covers or frames been used
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Are ductile iron MH covers filled with N25 grade concrete and ID cover exposed
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Are MH covers/frames cleaned and greased after completion of works
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Is construction of a maintenance hole over an existing sewer in accordance with SEW-1502
28 - PRE-CAST MAINTENANCE HOLES
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Are pre-cast maintenance holes being used
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Is correct jointing material being used
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Is jointing of components made correctly
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Are all jointing surfaces cleaned thoroughly before jointing
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Have holes for pipe connections been core drilled
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Have connections been correctly sealed
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Have approved methods of repairs been used to prevent infiltration and exfiltration.
29 - MAINTENANCE SHAFTS
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Is the Contractor installing maintenance shafts
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Have Maintenance Shafts been constructed in accordance with SEW-1316
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Is location of MS within tolerance
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Are opening of MS being sealed appropriately
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Does finished level of MS covers comply with SEW-1317
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Does selection of MS cover type comply with design drawings and SEW-1317
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Are horizontal bends located immediately upstream of Maintenance Shafts
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Is construction of a maintenance shaft over an existing sewer in accordance with SEW-1502
30 - NOISE
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Has the contractor identified equipment emitting sounds levels above 85dB and implemented noise abatement measures to manage these so far as is practicable.
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Where practicable, has the contractor reduced noise levels at the source
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Have noise hazard/hearing protection signs been erected.
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Are site personnel wearing approved hearing protection in proximity to noise hazards
31 - MAINS - SUPPLIED ELECTRICITY
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Is mains supplied electricity being used
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Is a job Safety Analysis required in relation to Electrical Installations
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Are the JSA requirements being met
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Was electricity installation work carried out by a licensed electrician.
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Have Certificates of Electrical Safety been issued.
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Has the Residual Current Device (RCD) protection been tested for tripping current and time by a licensed electrician every month.
32 - GENERATOR - SUPPLIED ELECTRICITY
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Have portable generators been provided to supply electricity to the site
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Are portable generators fully serviced and properly maintained
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Are the socketed -outlet(s) on the generator fitted with a Residual Current Device (RCD) protection not greater than 30 mA and either double pole switch(s) on the socket-outlets(s)
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Is the type of socketed -outlet(s) fitted to the generator self switching, that operate on the insertion and withdrawal of the plug top
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Are the socketed -outlet(s) fitted to the generator a minimum classification of IP23.
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Is the portable generator positioned to avoid exhaust gases entering the relocatable site building
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Is the relocatable site building fitted with inlet -socket(s) with a minimum classification IP24 or other approved connection method
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Is the relocatable site building fitted with double pole switch(s), that operate in all-live (active and natural) conductors of each final sub-circuit and on the socket-outlets(s)
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Is the relocatable site building fitted with a Residual Current Device (RCD) protection, with a rated tripping current not greater than 30 mA to protect every final sub-circuit.
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Are leads used to supply power to relocatable site building the heavy type duty
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Are leads supplying power to relocatable building the correct current rating for the inlet-socket
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Are leads supplying power to relocatable building the correct length for flexible rating of the cord
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Are leads supplying power to relocatable building installed so they do not run across the ground
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Have all electrical tools and flexible leads been inspected, tested and tapped by a licensed electrician
33 - PORTABLE ELECTRICAL HANDTOOLS
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Is the contractor using portable hand tools
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Has portable electrical equipment been inspected and tagged by a licensed electrician every 3mths
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Are employees using portable electrical equipment protected by a residual current device (RCD)
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Is the flexible electrical lead in a position where it is subject to damage or is a tripping hazard
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Are flexible electrical leads supported off the floor/ ground when located >10m from appliance.
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Are intrinsically safe electrical tools being used in an explosive/ suspected explosive atmosphere
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Is the Contractor wearing all the personal protective equipment.
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Are barriers or screens erected to protect the public.
34 - PNEUMATIC TOOLS AND EQUIPMENT
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Is the contractor using pneumatic tools or equipment
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Are all pneumatic Hoses and fittings maintained in good condition
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Are safety pins used on all air hoses
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Are all pneumatic tools fitted with a silencer to their exhaust
35 - TRAFFIC MANAGEMENT
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Does the JSA require a traffic management plan
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Has a Traffic Management Plan been prepared by the contractor.
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Is the Traffic Management Plan available for inspection
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Is there adherence to the Traffic Management Plan
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Are signs the correct size
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Are signs in pairs (required on both sides of road for high speed high volume roads ( >1500 vapid))
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Have roadwork's speed limits been determined correctly
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Are there flashing arrows signs (required on high volume roads (>1500vpd))
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Has possible traffic congestion been considered and steps taken to avoid it
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Are Qualified Traffic Controllers (personnel) in place when required.
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Have needs of other road users and properties been provided for
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Are signs properly displayed, securely mounted, and do not obscure the drivers view.
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Does the traffic control system give adequate advance warning
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Have any contradictory, distracting or superfluous signs or marking been covered or removed.
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Are signs free from damage and defects and easy to read.
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Are clearances between workers and adjacent traffic being maintained
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Have safety barriers ( where used) been installed correctly( Note proper end treatment of safety barriers is mandatory water filled barriers are often used as crash attenuators)
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Are personnel wearing high visibility vests when working on roads and with road reservations.
36 - HAZARDOUS MATERIALS AND DANGEROUS GOODS
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Does the contractor have hazardous materials or dangerous goods on site
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Has the company carried out an investigation to identify the use of hazardous substances
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Is a register of hazardous substances available on site
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Does the company have copies of the Material Safety Data Sheets(MSDS) for the hazardous substances used or stored at the site?
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Are there worksite control measures to minimise the risk in using hazardous substances?.
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Have employees had an appropriate level of training in the safe use of hazardous substances
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Are substances not in use sealed and safely stored in a secure area
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Is product use and storage is in accordance the MSDS (including PPE and precautions to avoid fire)
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Is signage displayed and in accordance with the Code of Practice for Hazardous Substances
37 - WELDING
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Is the contractor engaged in welding activity
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Are LPG cylinders stored upright and suitably restrained
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Are LPG cylinders stored in a well ventilated area
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Are LPG cylinders kept away from ignition sources
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Are the regulators and gauges compatible
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Is there a flash back arrestor
38 - SCAFFOLDING
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Is scaffolding being utilised on site
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Do scaffolders hold certificates of appropriate class to erect, alter or dismantle any scaffold from which a person or object could fall more than three metres.
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Does the scaffolding comply to AS/NZS 4576
39 - CONFINED SPACE ENTRY
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Is the Contractor working in confined space conditions or on a MRWA live asset
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Has the contractor complied with MRWA notification procedures
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Has a Job Safety Analysis been prepared for CSE works.
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Has the Confined Space Entry Permit been completed and a copy is on site
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Have isolations been completed where applicable
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Is atmospheric monitoring being conducted where there is a potential for a dangerous atmosphere
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Is atmospheric monitoring equipment within calibration date
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Are Oxbows being used and within use by date
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Is ventilation adequate
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Are standby person(s) in place and monitoring entrants.
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Is an appropriate rescue plan in place
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Are outside activities controlled (e.g. exhaust are not near ventilation intakes)
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Are unauthorised persons being denied access (with barricades and signs where necessary)
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Do all personnel have appropriate training
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Are Harness, life line and winch systems properly maintained
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Is PPE being worn
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Are tools appropriate for works
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Are disused sewers abandoned in accordance in accordance with MRWA Codes Clause 13.5.3
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Are surface fittings on sewers to be abandoned e.g. MH's, MS's and IS broken down 1 metre below surface and filled with Class A material or approved grout.
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Are abandoned sewer pipes grouted with an approved grout
40 - SEWER TESTING
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Is the Contractor commissioning new works
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Has MRWA been given sufficient notice of acceptance testing
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Is the MRWA representative on site
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Has the downstream MH been isolated to prevent gases coming upstream
41 - EXFILTRATION (LOW PRESSURE)
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Is Low Pressure Exfiltration being undertaken
-
Is the testing equipment to MRWA Specification
-
Is the testing gauge calibrated
-
Are appropriate plugs on site
-
Have all lines been flushed
-
Is flushing water being disposed of correctly
-
Are all pipelines being subjected to an air pressure test at a pressure of 28Kpa
-
Have lines passed an air test for required time as defined by MRWA specifications
-
Have vent air source (compressor) been disconnected
42 - INFILTRATION
-
Does infiltration exceed MRWA specifications
43 - VACUUM TESTING (MAINTENANCE STRUCTURES)
-
Is Vacuum Testing being undertaken
-
Have the required % of cast in situ and pre cast MH's been tested
-
Has the backfilling around M/H shaft been completed
-
Is the testing equipment to MRWA specification
-
Is the testing gauge calibrated
-
Have the MH's been tested to MRWA specifications
44 - OVALITY TESTING
-
Is Ovality testing being undertaken
-
Has the compaction of the backfill been completed prior to ovality testing proceeding
-
Has the prescribed time lapsed prior to conducting ovality testing.
-
Is the ovality testing tool approved for use by MRWA
-
Is the ovality testing tool within the specified tolerances as defined by MRWA
-
Have ALL lines been tested to determine any excessive deflection
-
Have ALL lines passed the ovality test
45 - SERVICE CONNECTIONS
-
Is the Contractor installing new main to meter service connections
-
Are the connections being constructed according to WAT-1106-V, WAT1107-V,WAT-1108-V
-
Are services being installed using materials on MRWA approved products list
-
Are water supply mains conveying drinking water constructed from pipes that are blue in colour, blue striped or sleeved with blue polyethylene sleeving.
-
Are buried appurtenances installed on water supply mains conveying drinking water coloured blue or are buried components sleeved with blue sleeving.
-
Are buried appurtenances installed on water supply mains conveying drinking water not purple.
-
Are recycled water supply mains conveying Non-drinking water constructed from pipes that are purple in colour, purple striped or sleeved with purple polyethylene sleeving.
-
Are buried appurtenances installed on recycled water supply mains conveying Non-drinking water coloured purple or are buried components sleeved with purple sleeving.
-
Are buried appurtenances installed on recycled mains conveying Non-drinking water not blue
-
Is an approved pre tapped connector being used
-
Is PE pipe a minimum of PN12.5
-
Is main connection ball valve approved (drinking water)
-
Is main connection ball valve open (drinking water)
-
Is main connection ball valve on the Non-drinking water service approved
-
Is main connection ball valve on the Non-drinking water service open
-
Is service isolation ball valve approved (drinking water)
-
Is service isolation ball valve closed (drinking water)
-
Is service isolation ball valve on the Non-drinking water service approved
-
Is service isolation ball valve on the Non-drinking water service closed
-
Is service isolation ball valve a minimum of 300mm inside title boundary (drinking water)
-
Is service isolation ball valve a minimum of 300mm and a maximum of 500mm from surface (drinking water)
-
Is service isolation ball valve on the Non-drinking water service a minimum of 300mm inside title boundary
-
Is service isolation ball valve on the Non-drinking water service a minimum of 300mm and a maximum of 500mm from surface
-
Has the service been installed allowing a 4 metre clearance from the side boundary of the property (drinking water)
-
Has the Non-drinking water service been installed allowing a 4 metre clearance from the side boundary of the property
-
Are water service connection installed perpendicular to the mains
-
Are water service connections embedded in accordance with standard drawings (drinking water)
-
Are Non-drinking water services embedded in accordance with standard drawings
-
Are water services backfilled in accordance with standard drawings (drinking water)
-
Are Non-drinking water service backfilled in accordance with standard drawings
-
Is a W marked on the concrete kerb
-
Is a Duct and Non-drinking water service marking in accordance with WAT-1803-V
46 - EXISTING SERVICE CONNECTIONS
-
Is the Contractor altering existing main to meter water service
-
Is there a licensed plumber on site
-
Enter the Plumber Name, License No. and Expiry Date
-
Has the licensed plumber checked for earth leakage in accordance with AS 3500
-
Has the customer been notified of disruption of water supply
-
Are there any existing fire services to be reconnected
-
Have fire services and sprinklers been replaced using materials similar to existing services
-
Has the fire service isolating valve been reinstalled
-
Are any galvanized iron pipe being replaced with PE
-
Are services being constructed at a level to suit road works and the minimum cover
-
Have Concrete thrust blocks been constructed as shown in the design drawings, in accordance with WAT-1205 and WAT1206.
-
Concrete Thrust blocks are installed in accordance with WAT-1811-V
47 - VALVES
-
Are valves being installed
-
Is the valve in accordance with MRWA approved products list .
-
Is the valve surface box and surround in accordance with MRWA approved products list
-
Has the valve surface box been installed in accordance with WAT-1303 and WAT-1304
-
Are valves anti-clockwise closing
-
Are valves and valve spindles being installed in accordance with drawings WAT-1301
-
Has a PVC pipe or other shroud been used to protect the extension spindle. WAT-1301
-
Has a Shroud support ring and/or premix asphalt seal been installed in accordance with WAT-1303 and WAT-1304
-
Is the valve spindle a min. of 100 mm to a max. of 300 mm to Finished Surface Level FSL
-
Is the valve spindle centrally located
-
Have valve identification markers and posts been installed in accordance with WAT-1300-V
-
Is the valve chamber installation in accordance with WAT-1308
-
Do thrust restraints not affect the operation of the valves
-
Are valves with flanges being installed
-
Are stainless steel bolts being used
-
Are soc-soc valves being installed
-
Have valve identification markers and marker posts been installed in accordance with WAT-1300-V
-
Is the valve chambers installation in accordance with WAT-1308
48 - HYDRANTS / WASHOUT ASSEMBLIES
-
Have Hydrants/ Washout Assemblies been specified on the design
-
Are all hydrant fittings in accordance with MRWA approved products list
-
Are all hydrant covers in accordance with MRWA approved products list
-
Are hydrants being installed in accordance with WAT-1302, WAT-1305-V and WAT-1306
-
Is the hydrant cover installed within a roadway
-
Is the hydrant cover centrally located over the hydrant head
-
Is the hydrant head a mm of 100mm and a max of 200mm from the top of the cover
-
Has a Shroud support ring and or premix asphalt seal been installed in accordance with WAT-1305 and WAT-1306
-
Are stainless steel bolts being used
-
Is the backfilling in accordance with MRWA specification
-
Are ductile iron fittings FBE coated or wrapped in accordance with MRWA specifications
-
Are valve control hydrant assemblies in accordance with MRWA approved products list
-
Have hydrant identification markers and posts been installed in accordance with WAT-1300-V
-
Are air relief valve assemblies in accordance with MRWA approved products list
-
Has air relief been installed in accordance with drawing WAT-1302
-
Has an approved concrete pit been used to house the air relief valve WAT-1302
-
Have scour arrangements been constructed in accordance with drawing WAT-1307
49 - FLUSHING ASSEMBLIES
-
Have flushing assemblies been specified on the design
-
Are all fittings in accordance with MRWA approved products list
-
Are all gate valves in accordance with MRWA approved products list
-
Has correct blocking been used
-
Is the top of the PE main a minimum of 450 mm and a max of 600 from FSL
-
Has approved embedment material been used
-
Has approved backfill material been used
-
Has a 150 mm UPVC Class 4.5 been used to allow access to the gate valve
-
Are all covers in accordance with the MRWA approved suppliers list
-
Is a detail A assembly being used
-
Are connections being made being made domains 150 mm to 375 mm
-
Has a Soc Flange Tee with a blank flanged plate tapped to Standard drawings been used.
-
Are connections being made to 100 mm mains
-
Is an approved tapping saddle being used
-
Is a detail B assembly being used
-
Has the washout assembly been constructed in accordance with the standard drawing
-
Has an approved 100 x 300 mm riser, tapped to standard drawings been used
-
Have all galvanised bolts been wrapped
-
Are ductile iron fittings FBE coated or wrapped in accordance with MRWA specifications
-
Is a detail D assembly being used
-
Has the 90 bend been connected to the main
-
Has the straight pipe been installed to adjust the height of the ferrule
-
Has the 40 mm ferrule bend installed.
-
Has the charlock been installed
-
Has the plastic cap being installed on the charlock been installed
-
Have 80 x 50 mm red gum blocks been placed under the washout assembly
-
Is the flushing assembly in accordance MRWA approved products list
-
Is the embedment material in accordance with MRWA specifications
-
Is the backfilling in accordance with MRWA specification
-
Is the compaction in accordance with MRWA specification
-
Is there a maximum of 100 mm from under the cover to the top of the charlock fitting
-
Has the main been laid at a min depth of 450 mm and a max of 600 mm
-
Has the ferrule assembly been installed correctly in relation to the flushing box assembly.
-
Have flushing assemblies been specified on the design
-
Are all fitting in accordance with MRWA approved products list
-
Are all charlock fittings in accordance with MRWA approved products list
-
Is the embedment material in accordance with MRWA specifications
-
Is the backfilling in accordance with MRWA specification
-
Is the compaction in accordance with MRWA specification
-
Is there a maximum of 100 mm from under the cover to the top of the charlock fitting
-
Are flushing installations on PE mains installed in accordance with WAT-1822-V
-
Are flushing installations on PE mains installed in accordance with WAT-1823-V
50 - CHLORINATION ASSEMBLY
-
Does the design specify the installation of a chlorination assembly
-
Are all works in accordance with standard drawing WAT-1320-M
-
Are all fitting in accordance with MRWA approved products list
-
Are all covers in accordance with MRWA approved products list
-
Is the valve in accordance with MRWA approved products list
-
Is the valve cover and surround in accordance with MRWA approved products list
-
Are valves being installed in accordance with drawings
-
Has correct blocking been used
-
Has spindle protection pipe been used
-
Have valve spindles been installed in accordance with standard drawings
-
Is the valve spindle a min of 100mm to max of 450 mm to Finished Surface Level (FSL)
-
Is the valve spindle centrally located
-
Has approved embedment material been used
-
Has approved backfill material been used
-
Has the backfill been compacted in accordance with MRWA drawings
-
Are stainless steel bolts being used
-
Are ductile iron fittings FBE coated or wrapped in accordance with MRWA specifications
-
Has a 900mm Flange socket connector been installed
-
Has the concrete thrust restraint been installed in accordance with WAT-1205 and WAT-1257-M
51 - CREEK / CULVERT CROSSING
-
Is the Crossing in accordance with standard drawing WAT-1211
-
Is the Crossing in accordance with standard drawing WAT-1211
52 - MAJOR ROAD / CROSSING
-
Is crossing in accordance with standard drawing WAT-1212
-
Is electrolysis work installed in accordance with drawing WAT-1411-M and WAT-1410-M
-
Is crossing in accordance with standard drawing WAT-1212
-
Is electrolysis work installed in accordance with standard drawing WAT-1411-M and WAT-1410-M
53 - AQUEDUCT
-
Is the aqueduct in accordance with standard drawing WAT-1310 and WAT-1311
-
Is the aqueduct in accordance with standard drawing WAT-1310 and WAT-1311
54 - RAILWAY CROSSING
-
Is crossing in accordance with standard drawing WAT-1213
-
Is electrolysis work installed in accordance with drawing WAT-1411-M and WAT-1410-M
-
Is crossing in accordance with standard drawing WAT-1213
-
Is electrolysis work installed in accordance with standard drawing WAT-1411-M and WAT-1410-M
55 - CONCRETE STRUCTURES
-
Are concrete structures being constructed in accordance with standard drawings
56 - WATER CONNECTION
-
Is a water connection being undertaken
-
Is the MRWA representative on site
-
Is the contractor on site
-
Is there an accredited pipe layer on site (record name and expiry date)
-
Is this a total fire ban day
-
Are all materials required for the connection on site
-
Is the excavation free of water at the point of connection
-
Do the excavations conform to the minimum dimensions shown on the Drawings
-
Is the minimum cover over the water main maintained
57 - CUT - IN
-
Is a cut-in occuring
-
Have the affected water customers been notified
-
Is the excavation free of contaminated water
-
Are there pumps available onsite to dewater the excavation
-
Have MRWA maintenance contractor verified to the consultant/contractor that the water has been turned off
-
Is the connection into an AC main
-
Does the contractor have a copy of the EPA requirements for asbestos on site
-
Does the contractor have a copy of the Hands regulations for asbestos on site
-
Does the contractor have a copy of the Work Cover Authority statutory regulations or codes of practice relating to asbestos on site
-
Has the contractor/ employee working on asbestos cement pipelines received appropriate training
-
Is the work area barricaded to prevent unauthorized entry
-
Are all personnel within the restricted area using the appropriate safety equipment
-
Have facilities been provided for employees to clean hands and face after contact with asbestos
-
Have asbestos contaminated waste and soil protective apparel been placed in heavy duty plastic wrapping, secured with tape and labelled CAUTION ASBESTOS DO NOT INHALE DUST
-
Has contractor arranged for a licensed EPA cartage contractor to dispose of asbestos waste
-
Has the contractor arranged for disposal at a EPA landfill licensed to accept asbestos waste
-
Before transporting, has the contractor completed part A of an EPA waste transport certificate
-
Are the correct tools being used for cutting AC pipes
-
Are pipes being cut kept wet
-
Are mains being flushed thoroughly before reconnection
-
Has the excavation been carried out on dry ground
-
Has the pipe surface been prepared in accordance with MRWA specifications (coating removed and cleaned)
-
Has the off take been fabricated in accordance with MRWA drawings WAS.216 note 2
-
Has the off take been concrete lined
-
Has the off take been set with the holes parallel to allow the valve to be vertical to the surface
-
Is the weld a 5mm full penetration continuous fillet weld.
-
Is a compensating ring required (refer MRWA drawings WAS 216 note 4.)
-
Has the internal and external welds been carried out in accordance with MRWA WAS.216
-
Have all sharp edges and slag been removed from weld
-
Has successful testing of the welded joint been carried out
-
Has pipe coating been restored in accordance with MRWA specifications
-
Has pipe coating been successfully tested to MRWA specifications
-
Are insulated bolts specified on the design drawings
-
Have appropriate thrust restraints been installed
-
Has the lay flat sleeving being installed to MRWA requirements
-
Is there sufficient backfill to enable charging of mains
-
Are there any leaks
58 - TAPPING UNDER PRESSURE
-
Is a tapping under pressure occuring
-
Is an approved TUP contractor on site
-
Enter the TUP Contractor's Name and Details
-
Is the lifting equipment for tapping machine and valve on site
-
Is the tapping band an approved MRWA product
-
Has tapping band been pressure tested on mains
-
Has appropriate blocking been placed under valves in accordance with MRWA requirements
-
Has coupon been removed from pipe
-
Is the valve turned off on completion of TUP
-
Is an approved TUP contractor on site
-
Enter the TUP Contractor's Name and Details
-
Is the tapping band an approved MRWA product
-
Has tapping band been pressure tested on mains
-
Have appropriate blocking been placed under valves in accordance with MRWA requirements
-
Has coupon been removed from pipe
-
Is the valve turned off on completion of TUP
59 - WATER TESTING
-
Is the Contractor/ MRWA commissioning new assets
-
Is the MRWA representative on site
-
Is the contractor representative on site
-
Is a traffic management plan required
-
Is the plan in accordance with Vic Roads code of Practice
-
Is sediment pollution control on construction site in accordance with EPA guidelines
-
Is the Contractor/ MRWA commissioning new assets
-
Is the MRWA representative on site
-
Is the contractor representative on site
-
Is a traffic management plan required
-
Is the plan in accordance with Vic Roads code of Practice
-
Is sediment pollution control on construction site in accordance with EPA guidelines
60 - SWABBING
-
Is swabbing being undertaken
-
Are swabs in accordance with MRWA specifications
-
Is the water being used for swabbing being taken from a valid source
-
Has backflow prevention been used
-
Have the filling hoses only been used for potable water
-
Were swabs packed and stored in a hygienic manner
-
Is the discharge assembly in place in accordance with WAT-1321-M
-
Have two swabs been used for each line
-
Does the contractor have a pump to allow dewatering of trench
-
Has the contractor taken all necessary actions to prevent scouring/ flooding of surrounding areas
-
Has the MRWA observed all test activities
-
Is swabbing being undertaken
-
Are swabs in accordance with MRWA specifications
-
Is the water being used for swabbing being taken from a valid source
-
Has backflow prevention been used
-
Have the filling hoses only been used for potable water
-
Were swabs packed and stored in a hygienic manner
-
Is the discharge assembly in place in accordance with WAT-1321-M
-
Has a swab been used for each line
-
Does the contractor have a pump to allow dewatering of trench
-
Has the contractor taken all necessary actions to prevent scouring/ flooding of surrounding areas
-
Has the MRWA observed all test activities
61 - HYDROSTATIC PRESSURE TESTING
-
Is Hydrostatic Pressure Testing being undertaken
-
Is testing equipment in accordance with MRWA specifications
-
Do both gauges have valid calibration
-
Does the check gauge read within 25 kPa
-
Has backflow prevention been used
-
Have filling hoses only been used for potable water
-
Is all water being used for testing is potable
-
Has the test started on time, according to the consultant?s schedule
-
Is there sufficient backfill to prevent movement of pipeline
-
Have concrete thrust restraints been cured for 48 hrs. prior to testing
-
Is ductile iron pipe being used
-
Has allowance for absorption of water into the cement lining been taken into account
-
Has the test included the full length of water main laid for this stage of the subdivision
-
Have all valves been physically checked to ensure that they are fully open
-
Are all direct tapping ball valves fully open
-
Are all termination ball valves fully closed
-
Does the test meet MRWA specifications
-
Were all lines checked for leaks during the test
-
Was the gauge rechecked after 15 minutes to ensure no loss of pressure
-
Is there a drop in pressure when water is released from mains via hydrant/ service connection
-
Has the MRWA observed all test activities
62 - DISINFECTION
-
Is disinfection being undertaken
-
Is an approved disinfection contractor on site
-
Have the works been conducted in accordance with MRWA Specification No 04-01
-
Were valves only operated by the approved disinfection contractor
-
Has the chlorinated water been disposed of in accordance with EPA requirements
-
Has the contractor taken necessary actions to prevent scouring/ flooding of surrounding areas
-
Has the consultant observed all test activities
-
Is disinfection being undertaken
-
Is an approved disinfection contractor on site
-
Have the works been conducted in accordance with MRWA Specification No 04-01
-
Were valves only operated by the approved disinfection contractor
-
Has the chlorinated water been disposed of in accordance with EPA requirements
-
Has the contractor taken necessary actions to prevent scouring/ flooding of surrounding areas
-
Has the consultant observed all test activities
63 - THRUST RESTRAINTS FOR SEWER RISING MAINS
-
Does the project involve Sewer Rising Mains
-
Are rubber ring jointed fittings anchored in accord with drawings and WAT-1205 and WAT-1206
-
Do anchorages not interfere with any services/structures
-
Are anchorages bearing on solid ground
-
Is concrete allowed to cure prior to charging mains
64 - RESTORATION
-
Have permanent repairs to unpaved surfaces off the carriageway been satisfactorily restored within one (1) week of completion of project
-
Have temporary repairs to paved surfaces been completed satisfactorily within 24 hrs.
-
Have all surfaces been restored satisfactorily
-
Do covers on all surfaces conform to final surface levels
-
Has all surplus material been removed from site
-
Is the site clean and tidy
65 - ABANDONED WATER MAINS
-
Are disused water mains abandoned in accordance with MRWA Codes Clause 11.5.3
-
Are disused redundant Non-drinking water mains abandoned in accordance with MRWA Codes Clause 11.5.4
-
End of Audit. Enter duration of the audit