Information

  • Document No.

  • Audit Title

  • Client / Site

  • Conducted on

  • Prepared by

  • Location
  • Personnel

  • Enter time of Commencement of compliance audit

  • Enter the section of works being audited

1 - MANAGEMENT

  • Have construction activities commenced

  • Is the contractor representative on site

  • Are there copies of current Project Drawings on site

  • Are copies of relevant MRWA Codes and specifications on site

  • Have MRWA customers been notified of works in accordance with MRWA requirements

  • Have competent and qualified employees been allocated

  • Have the appropriate affected authorities been notified

  • Is a PMP prepared for each project to control Quality OHS and Environmental issues.

  • Have ITPs been prepared for the activities.

  • Are work instructions and technical procedures available for activities that are critical to the work

  • Are staff competent in the use of the work instructions or technical procedures

  • Are foremen running regular toolbox meetings

  • Are records of toolbox meeting being kept and available on site for all to see.

2 - MATERIALS/PRODUCTS

  • Have Materials and/or Products been delivered to the site

  • Are all Pipes on MRWA approved Products List and according to Design Drawings

  • Are all Fittings on MRWA approved Products List and according to Design Drawings

  • Are all Backfill materials on MRWA approved Products List and according to Design

  • Are Embedment materials on MRWA approved Products List and according to Design

  • Do Concrete materials and works comply with MRWA Codes Part 3 and are according to Design

  • Are precast maintenance structures on MRWA approved Products list and according to design

  • Are all surface fitting on MRWA approved Product List and according to design

  • 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 coloured 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 coloured blue

  • Are rubber rings stored correctly

3 - STORAGE

  • Is there a designated site compound or storage compound

  • Are pipes unloaded according to manufacturer's requirements

  • Are pipes stored in a secure location

  • Are pipes and fittings stored according to manufacture's requirements

  • Are plastic pipes within their use by date

  • Do amenities on site comply with the Code of Practice for Building and Construction Workplaces

4 - MOBILE PLANT AND EQUIPMENT

  • Is there mobile plant and equipment on site

  • 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)

  • Do Mobile Plant and Equipment comply with OHS Code of Practice

  • Can the contractor demonstrate evidence of a company planned maintenance program in accordance with the plant manufacturers specification and schedules

  • Can the contractor demonstrate examples of recently completed pre-start plant safety checks

  • Is there evidence that faults can be recorded and rectified.

  • Do all plant to be used on the road reserve have current registration

  • Are plant/cranes being operated as required in the No Go zone regulations

  • Does the plant have appropriate hazard warning lights

  • Does the plant have appropriate audible warning devices

  • Does the plant/crane have rollover protection and falling object protection

  • Is a carbon dioxide or dry chemical hand fire extinguisher present in each plant

  • Does the wire rope used on drums and sheaves have >19 wires per strand with an inner core.

  • Are personnel in the vicinity of operating mobile plant wearing high visibility clothing, safety helmet

  • Are there systems to effectively protect pedestrians working around mobile plant. (e.g. barriers, warning signs, bunting, communications, signals, etc.)

  • Are Trucks, Cars and trailers parked to reduce impact on Road users and pedestrians

  • Has a Job safety Analysis (JSA) been conducted in relation to the safe use of cranes

  • Are JSA requirements for the safe use of cranes being met

  • Does the operator have a certificate of competency to operate the crane/ plant for lifting loads

  • Has the operator been instructed in the safe operation of this equipment

  • Is a log book used by the operator

  • Has all equipment been inspected and maintained to the manufacturer's specifications

  • Has the operator carried out a load estimation (weight and centre of gravity)

  • Are controls marked and colour coded for identification

  • Are the mobile crane outrigger pads set up as required by the Code of Practice.

  • Do quick hitches in use on plant have a locking device which is positively locked in the engaged position as required by Work safe

  • Are loads suspended to a positively fixed attachment on a boom, not to a safety or quick hook

  • Are all slings and chains tagged with Safe Working Load clearly indicated

  • Are all fibre ropes/slings free of wear, break or other defects

  • Do all hook and shackles conform to OHS requirements

  • Are all hooks used on winches closed hooks

5 - MANUAL HANDLING

  • Has a Job safety Analysis (JSA) been conducted in relation to manual handling

  • Have all employees carried out appropriate training for manual handling

  • Are JSA requirements being met

  • Are lifting techniques appropriate

6 - FIRST AID

  • Are appropriate first aid facilities and suitably trained persons on site

  • Are the following phone numbers clearly displayed - Ambulance, Police, Fire Brigade

  • 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

  • Have all employees been made aware of who the trained First Aider is

  • Have all employees been made aware of the location of a first aid kit

7 - PUBLIC SAFETY

  • Has hording protection for construction or scaffolding been provided over public access ways.

  • Are appropriate warning signs and lighting provided, where necessary.

  • Are measures being taken to prevent unauthorised persons entering the site

  • Are MHs and other openings barricaded when unattended (or covered when practicable).

  • Are excavations backfilled or barricaded when site is unattended.

  • Have temporary walkways/ roads for control of pedestrians or traffic been maintained.

  • Are public safety requirements of the contract specifications being complied with.

  • Is mobile plant secure to prevent tampering or unauthorised use

  • Has security fencing been provided, if appropriate and practicable.

  • Has the contractor identified and marked the location of underground services prior to excavation

  • Has the contractor complied with the relevant Utilities notification and construction conditions

  • Does the Contractor have the Utilities services plans on site

  • Have the location of all services been proven e.g. by potholing

  • Has an appropriate method for exposing and protecting services been adopted by the contractor

  • Has the contractor arranged for isolation and subsequent restoration of any service that needs to be removed from service while works are in progress

  • Has the contractor immediately notified the asset owner of any damage or interference to any service, structure or property.

  • Are plant operating in a way that may breach the No Go Zone regulations.

  • Has a Spotter been nominated to guide the plant operator as required.

8 - EXPLOSIVES

  • Are Explosives being used on Site

  • Does Blasting conform with appropriate statutory regulations and Australian Standards AS2187

  • Is there a licensed explosive person on site as required by Work cover

  • Is a copy of the blasting permit on site

  • Does blasting comply with the restrictions specified on the design drawings

  • Are explosives properly stored and secured when not in use (e.g.. kept in a lockable cover)

  • Is the tunnel/Shaft ventilated before people enter after blasting

9 - TRENCHING AND MINOR SHAFTS

  • Has trenching and minor shaft works commenced

  • Is the Contractor taking appropriate precautions to protect assets.

  • Has the Contractor identified underground and overhead assets from plans and undertaken a site examination before digging

  • Are excavators adhering to the No-Go-Zone of adjacent power lines

  • Is an effective Traffic Management Plan in use

  • Has a competent person conducted Job Safety Analysis relating to any excavations and what to do to prevent a collapse.

  • Are the JSA requirements being met

  • Is there a qualified Mine Manager for the site

  • Is the qualified Mine Manager on site during all excavations

  • Is the Contractor using a fall injury prevention system or hand rails if personnel risk falling >2 m

  • Are steel plates adequately pinned

  • Is the ground support system in the ground for all excavations >1.5 m deep

  • Is the ground support suitable for the ground conditions and depth of the excavation

  • Is the ground support provided for all excavation open

  • Is the base of trench shields <1 m from base of trench

  • Are workers provided with a ladder (or other means) where necessary for trench access and egress

  • Are trench shields of an approved design, without twisted struts cracked welds or missing bolts.

  • Are all plant and/or equipment a safe distance from the trench sides

  • Is the trench wall battered at a safe angle and in accordance with Code of Practice.

  • Are spoil, pipes and tools placed at least 0.5 m from the edge of a trench.

  • Are safety helmets worn by all persons in the area

  • Is there a minimum of 2 persons on site (one person always topside)

  • Is the edge fretting and dropping into trench

  • Are timbers bowing or creaking

  • Are there tension cracks on the surface parallel to the edge

  • Are power poles, buildings, driveways (in close proximity to excavations) secure against collapse

  • Is excavation being dewatered adequately

  • Is sediment pollution control on the construction site in accordance with EPA guidelines

  • Are drains, channels and gutters being kept clear

  • Are trenches backfilled as soon as shields removed

  • Is the trench width in accordance with Standard Drawings

  • Are operations confined to easements, reserves or approved areas where possible

  • Has damage to vegetation and trees been kept to a minimum

  • Is excess excavated material being progressively removed from private properties and road reserves

10 - WINCH

  • Is a Winch in use on Site

  • Is a positive connection such as a "D" shackle being used to connect the winch cable to the kibble bucket for shaft excavation.

  • Is a qualified dogman certificate or equivalent held by the winch operator

  • Do maintenance records exist in conformity with manufactures recommendations.

  • Is equipment tagged indicating next service and safety check date.

11 - FOUNDATION PREPARATION

  • Is the Contractor Preparing Pipe Foundations

  • Does the foundation material achieve the required compaction

  • Is the foundation suitable for the adopted constructed method (Refer to WAT-1200 or SEW-1200)

  • Is widening of the excavation being carried out for areas with insufficient side support strength

  • Are the correct special bases being used

  • Is the excavation being kept free of water

  • Are the Owners/ Regulators requirements for discharge of dewatering into SWD and waterway's being complied with.

  • Is water being filtered prior to discharge into the stormwater system or waterway

  • Is the turbidity and PH of water within acceptable limits (SEPP EPA Waters of Victoria)

  • Is the pump inlet being floated to prevent sediment from being suctioned.

12 - EMBEDMENT MATERIALS

  • Have pipe embedment works commenced

  • Is the support (bedding) thickness within tolerance

  • Is support being placed prior to the laying of pipes

  • Is support being correctly compacted for the material being used

  • Is the embedment material placed in layers less than 150mm thick

  • Has correctly compacted embedment material been used for the full width of trench

  • Is the width and depth of the trench within tolerances

  • Is excessive excavation being refilled with approved materials

  • Do embedment materials comply with MRWA Specifications and Drawing SEW-1201-V

  • Do embedment materials comply with MRWA Specifications and Drawing WAT-1201-V, WAT-1202-V, WAT-1260-M and WAT-1261-M

  • Do embedment materials comply with MRWA Specifications and Drawing WAT-1810-V, WAT-1201-V and WAT-1202-V

13 - PIPELAYING

  • Is the Contractor Pipe laying

  • Is the Contractor using products and materials registered on MRWA's Approved Products List

  • Is there a current accredited pipe layer on site

  • Has the contractor visually inspected pipes for defects prior to laying

  • Are damaged pipes suitably tagged and isolated

  • Are pipes being installed in accordance with manufacturer's recommendations

  • Has marker tape been installed for UPVC pressure mains in close proximity to drains

  • Are pipe barrels firmly embedded along the entire length

  • Are cut pipes square and bevelled or debarred within tolerance

  • Are horizontal and vertical clearances being maintained

  • Is the correct jointing assembly equipment being used

  • Do the pipe material's diameter and stiffness comply with those specified on the design drawings

  • Are pipe sockets prevented from bearing on the bedding in accordance with drawing SEW-1201-V

  • Is the pipe grade rechecked after embedment

  • Does the pipe material comply with the diameter and class as specified on the design drawings

  • Are pipe sockets prevented from bearing on the bedding in accordance with drawing WAT-1201-V

  • Does the pipe material comply with the diameter and class as specified on the design drawings

  • Are pipe sockets prevented from bearing on the bedding in accordance with drawing WAT-1201-V

14 - BORING

  • Are boring techniques being used in the construction

  • Has approval been obtained from the relevant authority

  • Have all lines been bored as required by the design drawings

  • Is the boring equipment in compliance with the relevant Code of Practice for plant/ equipment

  • Are pipes approved for use in bores

  • Are excavations in compliance to Code of Practice for trenching

15 - LASERS

  • Is laser equipment being used

  • Are the Operators familiar with the manufactures requirements

  • Is the laser equipment labelled with the relevant laser class

  • Are operators trained in their safe use

  • Is the calibration date for the laser still current

16 - SOLVENT CEMENT JOINTING

  • Is solvent cement jointing of pipes being undertaken

  • Is spigot and socket dried before applying priming fluid and solvent cement

  • Is the correct priming fluid and solvent cement being used.

  • Are the Solvent Cement materials within their shelf life

  • Is the contractor following safety precautions when using priming fluids

  • Have the spigot ends been cut square, and all burrs removed from inside and outside edges.

  • Is the witness mark being placed on spigot end of the cut pipe

  • Are pipe layers making use of witness marks

  • Have the pipe layers verified that the pipe is pushed fully home

  • Are PVC solvent cement joints left undisturbed for at least 30 mins

17 - RUBBER RING JOINTING

  • Are rubber ring pipes being installed

  • Is the correct rubber ring being used for pipe type and expected flows

  • Are rubber rings stamped and labelled correctly

  • Are approved rubber ring lubricants being used

  • Is lubricant being applied correctly to both socket and spigot

  • Are pipe layers making use of witness marks

  • Have the pipe layers verified that the pipe is pushed fully home

  • Is the deflection at the joint within allowable tolerances

18 - BUTT WELDED

  • Is PE Welding being Conducted on Site

  • Is there an accredited welder on site (to AS/NZS 4129 / Politic)

  • Is the field welding being carried out in a sheltered area

  • Has the welding equipment been calibrated within the last six months

  • Is the welding being carried out in a barricaded area (due to heat of equipment)

  • Are joints free from contamination - Dust, Dirt, mud.

  • Is there wind chill reduction of heater plate

  • Is there adequate cleaning of pipe joints

  • Has a visual inspection of the welded beading been completed to MRWA requirements

  • Have flanged joints been assembled with backing plate to MRWA specifications

  • Have all joint welds been recorded

  • Have all joint welds been marked on pipe

19 - ELECTROFUSION WELDED

  • Is Electro fusion Welding being used on Site

  • Is there an accredited welder on site (to ASINZS 4129 / Politic)

  • Has the welding equipment been calibrated within the last six months

  • Is the field welding being carried out in a sheltered area

  • Is the welding being carried out in a barricaded area (due to heat of equipment)

  • Are the fitting and pipe clamped together

  • Are joints free from contamination Dust, Dirt, mud.

  • Have all joint welds been recorded

20 - STEEL WELDED

  • Is Steel Welding being conducted on Site

  • Is there an accredited welder on site

  • Does the equipment comply with Hands requirements

  • Does the equipment comply with EPA requirements

  • Have the pipe coatings been repaired after welding

21 - MECHANICAL JOINTING

  • Is the Contractor undertaking Mechanical Jointing

  • Are the fittings approved by MRWA

  • Are bolts the correct size and material

  • Have bolts been tensioned to the required specification

22 - FLANGED JOINTING

  • Is the Contractor undertaking Flanged Jointing

  • Is the gasket an approved material and thickness in accordance with MRWA specification

  • Are insulated flanged joints being used where specified

  • Does the gasket match the flange

  • Has the flange been fabricated from the design specified material

  • Have the flange(s) been drilled to the specified table.

  • Is the contractor using the correct jointing instructions for flanged joint

  • Have bolts been tensioned to the required specification

  • Is the flange welded to the off take

  • Have all surfaces been coated to MRWA specifications

23 - TRENCHFILL

  • Is the contractor in the process of backfilling and compacting trench fill

  • Is mechanical compaction being carried out within support zone

  • Is impact loading being avoided during trench fill placement

  • Does trench fill material in road reserves comply with standard drawings and council requirements

  • Have trenches and shafts been backfilled in accordance with standard drawings

  • Have drives and tunnels been refilled in accordance with standard drawings

  • Has compaction testing been carried out by a NATA registered tester

  • Does trench fill comply with MRWA Specifications and drawing SEW-1201-V

  • Is trench fill around MH, MS, IS and property branches been placed evenly to eliminate movement

  • Have property branch sewers been backfilled as specified for the relevant manhole length

  • Have MS's, IS's and property branch vertical drops been protected with the appropriate surround of trench fill material

  • Does trench fill comply with Project Drawings, MRWA Specifications and Drawings WAT-1201-V, WAT-1202-V, WAT-1260-M and WAT-1261-M

  • Does trench fill comply with Project Drawings, MRWA Specifications and Drawings WAT-1810-V, WAT-1201-V and WAT-1202-V

24 - FITTINGS

  • Are only MRWA approved fittings being used

  • Do all fittings have standard mark identification to a specified AS

  • Are prefabricated fittings being supplied by a MRWA approved Supplier

25 - REPAIR

  • Is an approved repair method being used by the Contractor in accordance with SEW-1500.

26 - PROPERTY BRANCH SEWERS

  • Is the Contractor constructing Property Branch Sewers

  • Are property branch sewers constructed in accordance with SEW-1153-M/ 1154-M/ 1155-M

  • Is the position (tie) and variation from plumb within tolerance

  • Are the openings of VC property branch sewers sealed in accordance with SEW-1153-M

  • Are allowances made for setting of concrete surround at bottom bend of drops

  • Are vertical drops being backfilled correctly

  • Does excavation extend minimum of 300mm beyond end of property connection fittings.

  • Is property branch sewer marker tape being installed

  • Is SN10 PVC material being used for construction of property branch sewers

  • Is the last fitting of property branch sewer compatible with AS1741orAS/NZS1260

  • Is the insertion of junctions for property branch sewers in accordance with SEW-1501-V

  • 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.

  • Is the contractor using approved Stainless Steel OB's for installation of HCB's on existing sewers

27 - MAINTENANCE HOLES

  • Is the Contractor constructing maintenance holes

  • Have the Maintenance Holes bottom been setup using appropriate base and nib wall formwork and case former for different connection types.

  • Has the concrete been placed and vibrated correctly.

  • Are cast in-situ type MHs excavated and constructed in accordance with SEW-1301-V

  • Has the Internal and external formwork been locked together during pouring and vibration.

  • Have all forms been coated with an approved form-release agent

  • Have maintenance holes been built within tolerances

  • Do MH pipe connection details comply with SEW-1302-V, and SEW-1313-V

  • Do MH change in level arrangements comply with SEW-1303-V

  • Is the MH channel constructed in accordance with SEW-1304-V and SEW-1305-V

  • Are MH internal drop arrangements constructed in accordance with SEW-1306-V

  • Are step irons and ladders constructed in accordance with SEW-1307-V

  • Does the finished level of MH covers comply with SEW-1308-V

  • Does the selection of MH cover type comply with design drawings and SEW-1308-V

  • Is the concrete surface finish of maintenance hole channels acceptable

  • Is the concrete surface finish of maintenance hole walls acceptable

  • Have distorted covers or frames been used

  • Are ductile iron MH covers filled with N25 grade concrete and ID cover exposed

  • Are MH covers/frames cleaned and greased after completion of works

  • Is construction of a maintenance hole over an existing sewer in accordance with SEW-1502

28 - PRE-CAST MAINTENANCE HOLES

  • Are pre-cast maintenance holes being used

  • Is correct jointing material being used

  • Is jointing of components made correctly

  • Are all jointing surfaces cleaned thoroughly before jointing

  • Have holes for pipe connections been core drilled

  • Have connections been correctly sealed

  • Have approved methods of repairs been used to prevent infiltration and exfiltration.

29 - MAINTENANCE SHAFTS

  • Is the Contractor installing maintenance shafts

  • Have Maintenance Shafts been constructed in accordance with SEW-1316

  • Is location of MS within tolerance

  • Are opening of MS being sealed appropriately

  • Does finished level of MS covers comply with SEW-1317

  • Does selection of MS cover type comply with design drawings and SEW-1317

  • Are horizontal bends located immediately upstream of Maintenance Shafts

  • Is construction of a maintenance shaft over an existing sewer in accordance with SEW-1502

30 - NOISE

  • Has the contractor identified equipment emitting sounds levels above 85dB and implemented noise abatement measures to manage these so far as is practicable.

  • Where practicable, has the contractor reduced noise levels at the source

  • Have noise hazard/hearing protection signs been erected.

  • Are site personnel wearing approved hearing protection in proximity to noise hazards

31 - MAINS - SUPPLIED ELECTRICITY

  • Is mains supplied electricity being used

  • Is a job Safety Analysis required in relation to Electrical Installations

  • Are the JSA requirements being met

  • Was electricity installation work carried out by a licensed electrician.

  • Have Certificates of Electrical Safety been issued.

  • Has the Residual Current Device (RCD) protection been tested for tripping current and time by a licensed electrician every month.

32 - GENERATOR - SUPPLIED ELECTRICITY

  • Have portable generators been provided to supply electricity to the site

  • Are portable generators fully serviced and properly maintained

  • 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)

  • Is the type of socketed -outlet(s) fitted to the generator self switching, that operate on the insertion and withdrawal of the plug top

  • Are the socketed -outlet(s) fitted to the generator a minimum classification of IP23.

  • Is the portable generator positioned to avoid exhaust gases entering the relocatable site building

  • Is the relocatable site building fitted with inlet -socket(s) with a minimum classification IP24 or other approved connection method

  • 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)

  • 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.

  • Are leads used to supply power to relocatable site building the heavy type duty

  • Are leads supplying power to relocatable building the correct current rating for the inlet-socket

  • Are leads supplying power to relocatable building the correct length for flexible rating of the cord

  • Are leads supplying power to relocatable building installed so they do not run across the ground

  • Have all electrical tools and flexible leads been inspected, tested and tapped by a licensed electrician

33 - PORTABLE ELECTRICAL HANDTOOLS

  • Is the contractor using portable hand tools

  • Has portable electrical equipment been inspected and tagged by a licensed electrician every 3mths

  • Are employees using portable electrical equipment protected by a residual current device (RCD)

  • Is the flexible electrical lead in a position where it is subject to damage or is a tripping hazard

  • Are flexible electrical leads supported off the floor/ ground when located >10m from appliance.

  • Are intrinsically safe electrical tools being used in an explosive/ suspected explosive atmosphere

  • Is the Contractor wearing all the personal protective equipment.

  • Are barriers or screens erected to protect the public.

34 - PNEUMATIC TOOLS AND EQUIPMENT

  • Is the contractor using pneumatic tools or equipment

  • Are all pneumatic Hoses and fittings maintained in good condition

  • Are safety pins used on all air hoses

  • Are all pneumatic tools fitted with a silencer to their exhaust

35 - TRAFFIC MANAGEMENT

  • Does the JSA require a traffic management plan

  • Has a Traffic Management Plan been prepared by the contractor.

  • Is the Traffic Management Plan available for inspection

  • Is there adherence to the Traffic Management Plan

  • Are signs the correct size

  • Are signs in pairs (required on both sides of road for high speed high volume roads ( >1500 vapid))

  • Have roadwork's speed limits been determined correctly

  • Are there flashing arrows signs (required on high volume roads (>1500vpd))

  • Has possible traffic congestion been considered and steps taken to avoid it

  • Are Qualified Traffic Controllers (personnel) in place when required.

  • Have needs of other road users and properties been provided for

  • Are signs properly displayed, securely mounted, and do not obscure the drivers view.

  • Does the traffic control system give adequate advance warning

  • Have any contradictory, distracting or superfluous signs or marking been covered or removed.

  • Are signs free from damage and defects and easy to read.

  • Are clearances between workers and adjacent traffic being maintained

  • 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)

  • Are personnel wearing high visibility vests when working on roads and with road reservations.

36 - HAZARDOUS MATERIALS AND DANGEROUS GOODS

  • Does the contractor have hazardous materials or dangerous goods on site

  • Has the company carried out an investigation to identify the use of hazardous substances

  • Is a register of hazardous substances available on site

  • Does the company have copies of the Material Safety Data Sheets(MSDS) for the hazardous substances used or stored at the site?

  • Are there worksite control measures to minimise the risk in using hazardous substances?.

  • Have employees had an appropriate level of training in the safe use of hazardous substances

  • Are substances not in use sealed and safely stored in a secure area

  • Is product use and storage is in accordance the MSDS (including PPE and precautions to avoid fire)

  • Is signage displayed and in accordance with the Code of Practice for Hazardous Substances

37 - WELDING

  • Is the contractor engaged in welding activity

  • Are LPG cylinders stored upright and suitably restrained

  • Are LPG cylinders stored in a well ventilated area

  • Are LPG cylinders kept away from ignition sources

  • Are the regulators and gauges compatible

  • Is there a flash back arrestor

38 - SCAFFOLDING

  • Is scaffolding being utilised on site

  • 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.

  • Does the scaffolding comply to AS/NZS 4576

39 - CONFINED SPACE ENTRY

  • Is the Contractor working in confined space conditions or on a MRWA live asset

  • Has the contractor complied with MRWA notification procedures

  • Has a Job Safety Analysis been prepared for CSE works.

  • Has the Confined Space Entry Permit been completed and a copy is on site

  • Have isolations been completed where applicable

  • Is atmospheric monitoring being conducted where there is a potential for a dangerous atmosphere

  • Is atmospheric monitoring equipment within calibration date

  • Are Oxbows being used and within use by date

  • Is ventilation adequate

  • Are standby person(s) in place and monitoring entrants.

  • Is an appropriate rescue plan in place

  • Are outside activities controlled (e.g. exhaust are not near ventilation intakes)

  • Are unauthorised persons being denied access (with barricades and signs where necessary)

  • Do all personnel have appropriate training

  • Are Harness, life line and winch systems properly maintained

  • Is PPE being worn

  • Are tools appropriate for works

  • Are disused sewers abandoned in accordance in accordance with MRWA Codes Clause 13.5.3

  • 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.

  • Are abandoned sewer pipes grouted with an approved grout

40 - SEWER TESTING

  • Is the Contractor commissioning new works

  • Has MRWA been given sufficient notice of acceptance testing

  • Is the MRWA representative on site

  • Has the downstream MH been isolated to prevent gases coming upstream

41 - EXFILTRATION (LOW PRESSURE)

  • 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

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