Information
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Site
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Conducted on
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Prepared by
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Personnel
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Location
1.0 HIGH RISK WORKS CONDUCTED ON SITE
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2.0 Earthworks
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2.1 Stockpiles
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2.2 Excavation and trenching
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2.3 Earthworks Haulage
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2.4 Export material onto public roads
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3.0 Traffic management
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4.0 Public Safety
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5.0 Overhead powerlines
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6.0 Excavation in front of retaining walls
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7.0 Subcontractor management
2.0 EARTHWORKS
2.1 STOCKPILES
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Stockpiles are at the correct height ratio for soil types / sheer faces knocked down at end of the day
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Stockpiles are not creating blind spots or hazards to traffic on site
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Stockpiles to be kept below 2m where possible
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If the stockpile is over 2m they will be stabilises by hydromulch or other method.
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If stockpile over 2m where plant is required to travel over or work on top windrows will be built up on outer extremities
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Where multiple mobile plant and or trucks intersect around stockpiles, directional traffic management has been established
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Plant movement is uncontested around screens and stockpile locations
2.2 EXCAVATION AND TRENCHING(OSH Regulations 1996 3.109-3.113)
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Permit to dig in place for area of works
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Workers signed onto permit to dig
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Services identified within brownfield permit to dig have been physically identified by pothole methodology or ground penetrating radar
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External asset authority permits in place
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Where batter and benching cannot meet the excavation code of practice adequate shoring to be installed
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Excavation sides battered / benched (horizontal to vertical ratio)dys
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Trench excavations exceeding a depth of 1m, ladders, ramps or other forms of access and egress are provided at intervals of not more than 30m. Distances of travel for a worker to access / egress is not more than 15m
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Windrow of adequate size around tag excavation. The windrow will be at least equal to the axel height of the largest unit.
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Adequate barriers and deep excavation signs around excavation
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Adequate distance between passing traffic and excavation edge
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No excavated material or other loads are placed near the excavated area where there is risk that the sides of an excavation may collapse or plant/load may fall into excavated area. Stockpiles at least 600mm away from edge of the excavation
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Hard hats worn in excavation greater than 1.5m regardless of benching
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Hard hats worn in any trench at any trench where there is risk of objects falling onto someone in a trench
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Hardhats worn where there is risk of objects falling onto someone in a trench
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For excavations greater than 6m the deep excavation checklist is in use (SF 4.25-1.10)
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Excavations of 1.5m deep there is at least one other person in the vicinity unless the sides of the excavation have been assessed as self supporting
2.3 EARTHWORKS HAULAGE
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Internal traffic management in place, signage to match risk
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Haulage route width ample for two way haulage (approx 15m)
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Haulage route segregated from other works eg) away from workers on the ground and other machines
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Haulage route free from potholes and rocks
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Haulage route declines and bends minimised as far as practicable
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Haulage route two way traffic are adequately separated by windrows where practicable
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Haulage route edges adjacent excavations are built up and windrows sufficient to axel height
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No unauthorised vehicles or subcontractors using haul route
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Giveaway protocol followed
2.4 EXPORT MATERIAL ONTO PUBLIC ROADS
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Large export jobs have machine with loadrite
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Verification of load rite data to ensure legal compliance - trucks are not overloaded
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Export material without load rite - calculation has been conducted for truck configurations and bucket size. Reference export SWMS.
3.0 TRAFFIC MANAGEMENT (PUBLIC AREAS)
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Works conducted within road reserve or on adjacent public road has an approved TMP?
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Reference TMP document and TCD
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Traffic management on site matches TCD
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Photograph signage and tick off TCD
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Photograph marked up TCD
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Traffic management plan is relevant to the stage of works
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A daily inspection log is conducted by a BWTM (minimum 3 times a day)
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Signs are legible to road users and in reasonable condition
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The road speed is reduced to 40km where workers on foot are within 1.2m to the traffic and delineation installed
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Excavation near public road adequately protected for workers and public vehicles
4.0 PUBLIC SAFETY ( OSH Act 1984 Section 20-22, OSH Regulations 3.17)
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Site entrance signage in place (if principle contractor)
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Construction materials kept within the workplace
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Any risk of objects falling on members of the public
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Any risk of trip hazards to the public
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Public access controlled
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Site perimeter fencing or barricades erected
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Warning signs in place and relevant to risk
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Construction signage at interfaces between works and public roads / access
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Works adjacent public thoroughfare demarcated / barricaded
5.0 OVERHEAD POWERLINES (OSH Regulations 1996 3.64)
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Electrical clearances over main access roads to job e-mailed to sub contractors
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Permit to work (RJV)under lines available and implemented. JSA in place
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Danger zones clearances measured and displayed on signage in the vicinity of powerlines
6.0 RETAINING WALLS
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Excavations in front of retaining walls are risk assessed and authorised by Project Manager/Structural Engineer (OP 4.18-3.23A)<br>Controls from Engineer/PM are reflected in JSEA.<br>Workers are signed onto JSEA
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Controls from engineer / PM are in place on ground that is documented in JSA
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Workers signed into JSEA
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Fall prevention in place
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Hard hats worn where any task of wall builders are in line of fire (block delivery or swinging grab)
7.0 SUBCONTRACT MANAGEMENT
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Are JSA / SWMS in place for the task being conducted
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Is the JSA/ SWMS specific to the site and stage ?
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Have all personnel working under the JSA / SWMS signed onto the document
GENERAL
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Add media
SIGN OFF
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RJV On site representative
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Auditor
