Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
ACTIVITY SCOPE & LOCATION
Scope of Work:
This Work pack details the construction of Capping Beam FRP works between Butler station to Santorini Bridge (Ch.
41540 to 40850). The reinforced concrete capping beams will be constructed in-situ on the existing finished contiguous
piles.
The construction woks required will include the following
•
Excavation works to allow for pile trimming
•
Pile trimming to the cut off level
•
Construction of reinforced concrete capping beam
•
Construction of TL4 barrier or upstand kerb
ZONE 1-Figure 1 – Work location-01
The following retaining walls will be covered in this Work Pack- Santorini Bridge to LWP2 refer Figure 1.
•
RWE 201 – 87m
•
RWE 202 – 132m
•
RWE 112 – 30.5m
•
RWE 113 – 277.5m
•
RWE 111 – 394.4m
•
RWW 103 –120m
•
RWW 104 –310m
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 1 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
ZONE 1-Figure 2 – Work location-02
The following retaining walls will be covered in this Work Pack- Butler to Santorini Bridge Figure 2.
•
RWW 102 –281 m
•
RWE-104- 60m
•
RWE 105 -48m
•
RWE 106–65m
•
RWE 107 –176m
•
RWE 108– 25m
•
RWE 109 – 76m
•
RWE110A –30m
•
RWE 110B –170 m
Gerard O'Keeffe <gerry@tnecivil.com.au>
SCHEDULE
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 2 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
Start Date:
TBC
ACTUAL Start
Date:
WP No:
W801032-YRE-NEW-CN-WAP-0546
Planned
Completion Date:
ACTUAL
Completion Date:
TBC
Programed
Duration:
Rev
No:
0
TBC
Actual Duration:
COST CODES
COST TYPE
Cost Code
Element of Activity (All or Part)
20160.1
Contiguous wall – Piles
20160.2
Contiguous wall – Pile Trimming
20160.3
Contiguous wall – Capping Beam
20160.4
Contiguous wall – Shotcrete
20160.5
Contiguous wall – EWK Piling Pad
20160.6
Contiguous wall – EWK Excavation
20160.7
Contiguous wall – EWK Backfilling
20160.8
Contiguous wall – Pile REO Supply
20160.9
Contiguous wall – Pile Direct
20160.10
Contiguous wall – EWK Cut To Fill
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 3 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
DOCUMENT REVIEW AND APPROVAL
PREPARED BY (Senior Project Engineer and Supervisor):
Acknowledgement that we have consulted with the project’s functional managers in the development of this
Work Pack.
Name:
Daniel, Mann
Signature:
Position:
Senior Project Engineer
Company:
Name:
Mahesh Sarasa
Signature:
Position:
Project Engineer
Company:
Date:
NEWest Alliance
Mobile:
Date:
NEWest Alliance
Mobile:
REVIEWED BY (minimum to be Project HSEQ Manager/s)
Environmental content reviewed by Environmental Manager (or delegate)
Name:
Russell Beazley
Signature:
Date:
Safety content reviewed by Safety & Systems Compliance Manager (or delegate)
Name:
Meihana Bart
Signature:
Date:
Quality content reviewed by Quality Manager (or delegate)
Name:
Melvin Cruz
Signature:
Date:
SUBCONTRACTOR ACKNOWLEDGEMENT (where required)
Acknowledgement that I have been consulted in the development of this Work Pack and agree to perform works
in accordance with this Work Pack.
Name:
Gerard O'Keeffe
Signature:
Position:
Superintendent
Company:
Name:
Lawrence Lolesi
Signature
Position
Supervisor
Company:
Date:
T n E Civil
Date:
Cut n Break
AUTHORISATION / APPROVAL – LINE MANAGER
Project Position Title
Name:
Elizabeth Ward
Signature:
Date:
ACCEPTANCE – SUPERVISOR
Acceptance of Work Pack by Responsible Supervisor in control of works under this Work Pack.
Name:
Timmins, Stephen
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Signature:
Date:
Page 4 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
WORK METHOD / SEQUENCING
The following should detail step-by-step the tasks required to complete construction activities associated with this Work Pack. A
construction program extract / look ahead specific to this Work Pack can be used as a guide when detailing the requirements in a
sequential order, i.e., duration of the nominated works, roster, productivity, milestones, etc. All relevant controls identified in the Work
Pack Risk Assessment must be associated with tasks below.
1.
Mobilisation of Plant and Equipment:
•
All personnel to complete project inductions & be DAMSTRA approved prior to working on site.
•
VMP to be provided to the work crew prior to arrival on site and work area to be established as per the VMP.
•
Delivery drivers to be instructed to call up area supervisors prior to arriving and entering site and follow relevant
instructions.
•
All personnel to sign onto relevant SWMS and Work Pack.
•
All personnel to complete DAMSTRA login and COVID health declaration form.
•
All personnel to attend prestart and project toolbox talks.
•
All vehicles in the active work site must have a working UHF radio and flashing light; vehicles must announce entry/exit
from gates via UHF radio. Check UHF channel when entering/exiting the gate.
•
1.1.
1.2.
Refer to VMP to access plan/arrangements and for confirmation on access points to site.
List of Plant:
•
Mobile Crane or Franna
•
1 x 35t, or suitable, Excavator with grab attachment (for pile trimming works)
•
Telehandler
•
Light vehicles
•
Various hand tools and miscellaneous materials
Master VMP Overview
W801032-YRE-NEW-CI-SKT-0001 Rev 2 – Yanchep Rail Extension VMP (Refer to Appendix C for latest VMP’s)
2.
Environment
Refer to Appendix N for the relevant Site Environmental Plan
2.1.
Refuelling
•
Where practicable, refuelling is to be undertaken in a dedicated area on compacted limestone or a hardstand.
•
A spill kit is to be located at each refuelling area and on the refuelling truck.
•
A drip tray is to be utilised whilst refuelling.
3.
Construction Stages
3.1.
Excavation and Pile Trimming Works
•
Excavation by the Earthworks team will be carried out to expose the piles to be trimmed noting the required working space
for the entirety of the capping beam works. It is envisaged that excavation will be carried out up to 600mm below the pile
cut off level. This is in order to create the working space for the pile trimming activity.
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 5 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
•
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
A typical excavation section prior to pile trimming works is shown in Figure 2 below. Note that during
excavation works, it is typically deemed that the noise wall piles are already constructed and the excavation
batter on the side of the noise walls pile will consider the constructed noise wall plus a safe working access
Figure 2 – Typical excavation profile to allow pile trimming works
•
In cases where there are overlapping rows of piles in the same wall location (i.e., RWE 201 and 202) the following staged
excavation shown in Figure 3 below will be implemented to accommodate the working area of the excavator while
removing the waste pile section.
Figure 3 – Staged excavation for overlapping walls
•
The excavated piles will then be marked by a surveyor to indicate the cut off level of each pile. Figure 4 below is showing
a similar activity where piles are marked prior to saw cutting.
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 6 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
Figure 4 – Contiguous piles getting marked to
indicate the cut off levels
•
Once all the piles have been marked, saw cutting will be carried out using a suitable disc cutting tool with the diameter to
create a cut of 50mm deep into the concrete surface.
•
Drilling will then be done just right above the saw cutting level to allow bursting of concrete using hydraulic splitter and
separate the waste section of the pile and ensure that pile reinforcement don’t experience any disorientation. Prior to
drilling, a suitable method to locate the rebar will be done to avoid drilling through the steel reinforcement. Figure 5 below
demonstrates the activity. Pilot drill to determine location of rebar
Figure 5a – Drilling of pile above COL
Figure 5b – Use of Hydraulic Splitter
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 7 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
Figure 5c – Bursting equipment used to detach waste pile
section
•
An excavator with a grab attachment carefully removes the excess concrete above the pile cut off level. Figure 6 below is
showing an example of the concrete grabbing activity.
•
If required, jackhammering will be carried out to maintain the cut off level within the required specification
Figure 6 – Excavator with hydraulic grab attachment used to remove concrete waste pile section
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 8 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
3.2.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
Capping Beam Construction
Scabbling will be done on the pile cutting surface according to specification requirements to expose the aggregate and provide
the necessary bonding between old and new concrete. High pressure wash will also be done to remove any loose concrete on
the surface.
After quality checks on the compliance of concrete surface at the pile’s cut off level, Earthworks team will carry out filling and
compaction works up to the level to allow pouring of blinding concrete, with a minimum thickness of 50mm. Compaction testing
will be carried out as per ITP. Typical section is shown in Figure 7 below.
Figure 7 – Typical backfilling and compaction up
to blinding concrete formation level
A construction sequence will be prepared relevant to the retaining wall considering the location of expansion joints and the
proposed location of the construction joints. An indicative pouring sequence is prepared and shown for RWE 201/202 in Figure
8 below.
Figure 8 – Indicative pouring sequence for RWE 201 / RWE 202
Following steps outlines the procedure for the construction of capping beam:
3.2.1.
Formworks
•
All formworks will be compliant to AS3610 Formwork for Concrete
•
A pre-condition for placement of formworks will be providing a copy of the system design to the Temporary Works
Coordinator and obtaining Permit to Load, and all relevant permits, prior to load the formworks.
•
Surveyor will provide the setting out for the formwork to be installed
•
Prefabricated formwork according to the pouring length will be prepared in the nominated laydown area. However,
in-situ formwork installation will be used on cases where the capping beam alignment is not suitable for prefab
formwork installation
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 9 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
•
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
In cases where construction joints are identified, a suitable formwork stopper shall be installed to avoid slurry
ingress into adjacent concrete pouring sequence
•
Franna will be used to lift the formwork for installation
Figure 6 – Typical Capping Beam Formwork
3.2.2.
Reinforcement
•
Steel reinforcement will primarily require in-situ placement, but where possible, cages and mats will be pre-fixed at
a surface level
•
Lifting studies will be prepared accordingly considering site condition and the limitations of crane capacity
•
Any welding of reinforcement, if required, will be undertaken in accordance with AS1554.3
Figure 7a – Typical Capping Beam Reinforcement
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Figure 7a – Typical Capping Beam Reinforcement
Page 10 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
3.2.3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
Concreting works
After all quality checks, the concrete placement activities will be undertaken with appropriate consideration of all
associated Standards and the Specification for Concrete Structures (ref. TCY-DJV-TCY-ST-SPC-0820 Rev. 0) with
following fashion:
3.2.3.1.
Pre-pour
o Pre-pour checks will be completed to ensure forms, steel reinforcement, cast ins, block outs, etc. are
correctly installed, positioned, and the formwork is clean and ready to accept concrete
o Formed construction joint locations are coated and confirmed as having suitable surface retarders
applied
o All expansion joints will be prepared according to approved drawings including the provision of stainlesssteel dowel bars noting that contact between dissimilar metals should be avoided to avoid galvanic
corrosion from happening
o Prior to concrete placement, the pre-pour check sheet shall be completed, and all applicable hold points
signed off in sequence
o Survey checks to confirm positional tolerances of formworks and inserts
o All expansion joint locations should be prepared according to approved drawings and specifications.
Expansion material needs to be installed according to manufacturer’s recommendation.
3.2.3.2.
Pouring
o All concrete shall be deposited as near as possible to its final position and shall be placed in a manner
which will prevent segregation with drop heights to be restricted to a maximum of 2m.
o It shall be spread in a horizontal fashion in suitable thickness layers such that the working face is
minimised. The formwork designer will include details regarding the rates of placement, and this will be
limited to 75% of the length of the immersion vibrators being used
o The concrete will be finished accurately to the levels, shapes, and sizes shown on the drawings and in
accordance with the tolerances required by the Specifications
3.2.3.3.
Compaction
o After concrete has been placed, it shall be thoroughly compacted by mechanical vibration applied by
approved high-speed immersion type vibrators.
3.2.3.4.
o The concrete will be thoroughly compacted by using poker vibrators and vibrating screeds.
Curing
o The finished concrete shall be protected from the sun, wind, and rain by being kept moist from time of
placement until surface finishing is complete using shading, windbreaks, fogging and/or spraying an
evaporation retardant to prevent plastic shrinkage, cracking, and/or crusting
o Curing shall commence immediately after the completion of final finishing operations
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 11 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
3.3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
TL4 Barrier / Upstand Kerb
Using the existing formwork used to cast the capping beam, it is planned to extend one side of the formworks vertically to cover
the TL4 barrier for concreting works. Typical formwork detail is shown in Figure 8 below:
Reinforcement will be installed according to drawing and concreting will be carried out using a mobile concrete pump.
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 12 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Task
Mobilisation
1.
•
•
Plant and personnel arriving to
site to set up for
commencement of works
Set Up Work Area
Rev
No:
0
Control
Information regarding entry to site – as per VMP.
Refer to SWMS:
•
•
•
W801032-YRE-NEW-HS-WMS-0001 - Unloading and Loading Plant,
W801032-YRE-NEW-HS-WMS-0015 Forklift, Telehandler and IT
Operations
Sub-Contractor SWMS (To be advised)
Personnel
•
•
•
•
•
All personnel, staff and workers to compete relevant site and project
inductions through DAMSTRA including tickets/licences, qualifications and
competencies and produce the evidence to satisfy prior to working on site.
All personnel to attend prestart.
All personnel to be read and understand the access constraints associated
with current and pending environmental approvals.
All personnel to understand that no works are permitted outside of the
Project Development Envelope (DE) delineated by survey team using
white flagging or fencing prior to the commencement of works in a given
area, to prevent impacts outside of the approved project boundary.
Plant
•
•
•
•
All plant to be inspected and approved prior to working on site by the
NEWest plant department
Supervisor to ensure VOCs are current for operating required
plant/machinery/equipment and complete competency checks.
Refer to VMP to access plan/arrangements and for confirmation on access
to site.
All plant, equipment, machinery, vehicles and personnel entering and
exiting site must adhere to weed hygiene and Dieback Wash-down
Procedures.
Noise and vibration restrictions for site operations
•
•
Work hours between 7am-7pm Monday to Saturday
No work on Sundays and Public Holidays
Environmental Controls
•
•
•
•
•
Controls nominated within the Site Environmental Plan (SEP) must be
implemented
Ensure stormwater drains in vicinity of vehicle access to site offices are
covered with geofabric to reduce risk of sedimentation
Putrescible waste skip with lid and recyclables skip to be located in site
office areas.
Hydrocarbon skip to be located near workshops.
Noise – no works outside of hours without approval from LGA and
appropriate community notification. If works occur outside of hours and
residents in proximity – noise baffling installed around generator,
temporary noise barriers near carpark, if noise exceeds the limits.
Bushfire Risk
•
•
•
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Work area to be evaluated for fire risk prior to site operations. Site works
to be conducted clear of areas of potential fire risk.
All vehicles and plant have up to date working fire extinguishers and are
always accessible.
Workers to smoke within designated areas
Page 13 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
•
2.
Loading and Unloading
Equipment & Materials
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
Switch off all vehicles when not in use. No idling of vehicles
Refer to SWMS:
•
•
•
W801032-YRE-NEW-HS-WMS-0001 - Unloading and Loading Plant,
W801032-YRE-NEW-HS-WMS-0015 Forklift, Telehandler and IT
Operations
W801032-YRE-NEW-HS-WMS-0016– Franna Operations (pick and carry)
Controls
Plant Toppling During Unloading
•
•
•
•
•
•
•
•
•
•
•
3.
Refuelling
Ensure loading / unloading area is delineated and separated from nonauthorised personnel
Engage ramps (ensuring they are long enough to maintain a shallow
angle), place cones / barriers at rear of truck to caution personnel
Ensure only the plant operator is within delineated area during unloading
Carry out unloading at the slowest possible speed particularly at the point
of balance
All associated lifting equipment (chains, shackles, slings etc) must be
inspected and display current tag and must be on the company lifting
register.
Any load being lifted can only be rigged by a Dogman or Rigger.
Tagline must be attached to the load, not the lifting equipment and
secured using proper rated tie down straps and not the rope.
Telehandler is only to be used on flat level ground whilst in operation
All personnel, staff and workers to complete relevant site and project
inductions prior to working on site
Supervisor to ensure VOCs are current for operating required
plant/machinery/equipment and complete competency checks
All persons involved in the works to have appropriate PPE i.e. safety
boots, long trousers, high vis long sleeve shirt, safety glasses, hearing
protection, hard hat, gloves, etc. as required for site works
Refer to SWMS:
•
W801032-YRE-NEW-HS-WMS-0003 - Refuelling of Plant and Equipment
Controls
•
4.
Pile trimming works
Refuelling to take place on a limestone hard stand area
Refer to SWMS:
•
•
W801032-YRE-NEW-HS-SWMS-0010 Pile Trimming
Concrete Pile Breaking Method Statement and Check sheet
•
Set up restricted access zone as per VMP- Appendix C. This should
include a suitable working platform (follow Temporary Works Process) at a
minimum of 600mm below reduced level (RL) line and 1.2m clearance to
perform various cutting works on concrete piles.
Lifting of trimmed pile head by an excavator with hydraulic grab
attachment
The excavator to operate in delineated POZ.
For use of Hand saw cutting (Develop Risk Assessment, undergo a
Competence Assessment and seek approval via the Project HSE Manager
to the Project Manager. Use Tool: Worker Competence Evaluation
Supervisor Observation)
Manual handling techniques to be followed during jack hammering works.
•
•
•
•
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 14 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
5.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
Insitu Capping Beam FRP Construction
•
•
Steel Fixing
installation of prefabricated
formwork
Safety Essential – Working with Temporary Works
Safety Essential – Working in and Around Mobile Plant
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
Pouring concrete
W801032-YRE-NEW-HS-WMS-0060-Capping beam & Wall Formwork
W801032-YRE-NEW-HS-WMS-0022 Steel Fixing
W801032-TCL-NEW-HS-WMS-0006 Pick and carry operation
Restricted Access Zone (RAZ) for steel fixing & formworks must be
isolated and delineated from other sites works by a frame barriers/cones
and signage. Non-essential personnel are not to enter the RAZ during
FRP works
POZ zones established with a frame barriers/cones & barricading while
reinforcement is ferried to the work area by telehandler, franna etc. All
workers to be outside POZ while steel is carried by mobile plant
Plan work area to ensure that reinforcement bars can be delivered close to
final position where possible and reduce manual handling.
Use correct manual handling technique when lifting bars – wear gloves,
stretch before hand, share lifts where possible and never lift anything
exceeding 20kg as a single person lift.
Housekeeping of work area to be in good condition during reinforcement
installation. Ensure caps are placed on all starter bars
Where formwork structures are incomplete by the end of the working day,
ensure elements are braced and/or barricaded before leaving site each
day
Ensure Hot Work permit in place for all cutting, grinding & welding
activities. NEWest engineer to verify if there is a Total Fire Ban in place
and lodge DFES notification 30mins prior to work proceeding if ban is in
place.
Ensure workers are wearing minimum Cut 3 gloves for all manual handling
tasks.
Quality inspection completed prior to standing shutters. Engineer and
quality team to complete checks on bar types, laps, cover and spacing.
Ensure reinforcement is approved for site (ARCS certified), spacer blocks
& chairs comply with AS 2425 and ply formwork complies with AS 2271 &
AS 3610
Only qualified welders to complete welding works. Ensure WPS approved
and welding works to be as per Specification & AS 1554.3
All lifts must be assessed by engineer and lift supervisor according to the
Crane Lift Matrix as per NEWest Safety Essential. Lift Study, Lift Plan
and/or Prestart Lift Card in place as advised by matrix
Lifting exclusion zones established, personnel on foot may only enter this
zone during plant operation if dogging a load within 1m of the ground.
Safety Essential – Working with Temporary Works
Safety Essential – Working in and Around Mobile Plant
•
•
•
•
•
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
W801032-YRE-NEW-HS-WMS-0114 – Insitu Concrete Work using
Concrete Pump
W801032-YRE-NEW-QA-ITP-0128 Cast In-situ Structural Concrete
W801032-TCL-NEW-HS-WMS-0012 Placing concrete from agi truck
SEER # 548 – Pour concrete direct from an agi
Pump to be set up on level ground. NEWest Supervisor to check pump
setup prior to commencing pumping.
Page 15 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
Ensure pump and agi trucks are set back adequate distance from all
excavations and trenches. Machinery must be set back a distance equal
to the depth of the excavation
•
All outriggers shall be fully extended and protected. Barriers to be
installed at rear of concrete pump to protect workers from reversing agi
trucks.
•
Plant Operating Zone (POZ) as per NEWest Safety Essential to be
implemented to demarcate the work area. No personnel are to enter the
POZ of any plant operations at any time. Concrete trucks reversing onto
pump must be spotted by personal behind barricades and directed via
UHF radio
•
Pumps set up as per VMP and ensure that there are no manholes, pits or
other voids under outriggers.
•
Concrete pump must be positioned so that it cannot physically reach the
Safe Approach Distance of any OH Service. If it has the potential to
encroach within the 10m corridor either side of an OH service, then a
vicinity permit is required.
•
Ensure all SEER controls in place for pouring concrete direct from a
stationery agi truck, and agi truck driver must always be in-charge of agi
truck chute.
Place concrete using a pump hose:

For working near overhead powerlines, follow restrictions
stipulated in the overhead Powerline Permit.

Sound horn prior to commencing and stopping

Pump operator to monitor concrete output. When lifting hoses of
concrete pump, ensure they are emptied and use two persons if
the hose is heavy.
•
•
•
•
•
•
6.
Repair
Refer to SWMS:
•
7.
Survey and Set Out
Contractor demobilised from site
Gen-TCY-GEN-NEW-002637.00-W801032-YRE-NEW-CN-SPS-001
Concrete Repair Methodology Rev3
Refer to SWMS:
•
8.
Ensure adequate vibration equipment on site to suit size of pour.
Concrete mix design & curing compounds confirmed for use on site.
Site radio channels & VMP to be communicated to agi truck drivers prior
to arriving onsite through employer. All agi drivers to have UHF radio in
the vehicle.
Ensure all vehicles are parked in a location which does not impede the
ability of the Agi trucks and or concrete boom pump.
Pour sheet completed. All loads checked for batching time and
temperature on arrival. Testing completed as required by specification.
All required Hold/Witness Points on Insitu Concrete ITP and pre-pour
inspection checklist to be signed prior to pour
SWMS W801032-YRE-NEW-HS-WMS-0079-Field Survey
Refer to SWMS:
•
•
W801032-TCL-NEW-HS-WMS-0009 Loading and unloading materials &
plant
NWA Supervisor present for all loading of machinery for demob
Ensure site tidy – all rubbish placed in allocated bins
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 16 of 24
•
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
•
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
Ensure all quality inspections completed and works approved by NWA –
punch list walk through completed
NOTE: Should works or conditions CHANGE in the execution of the works, the works MUST STOP and the process
and controls re-assessed and recorded using the pre-start briefing, and/or this work pack.
SAFE WORK METHOD STATEMENTS (SWMS)
A SWMS must be developed for all activities that may involve a Business defined High Risk Construction Work task/s.
Identified Risk
Applicable?
A risk of a worker or an object falling more than 2 metres
Yes
No
The demolition of the whole or part of a structure that is either load
bearing or is related to the physical integrity of a structure
Yes
No
Any disturbance of or likely to involve any disturbance of, asbestos
Yes
No
Structural alterations or repairs that require temporary support to
prevent collapse
Yes
No
Work on a telecommunication tower
Yes
No
Work in or near a confined space or a shaft or trench that is deeper
than 1⋅5 metres
Yes
No
Work in a tunnel
Yes
No
The use of explosives
Yes
No
Work carried out on or near pressurised gas distribution mains or
piping, chemical, fuel or refrigerant lines, or energised electrical
installations or services
Yes
No
Work in an area that may have a contaminated or flammable
atmosphere
Yes
No
Tilt-up or precast concrete
Yes
No
Work on, in or adjacent to a road, railway (including light rail), shipping
lane or other traffic corridor that is in use by traffic other than
pedestrians
Yes
No
Yes
No
SWMS Reference
W801032-YRE-NEW-HS-WMS0016– Franna Operations (pick and
carry)
W801032-YRE-NEW-HS-WMS0022 Steel Fixing
Work in an area where there is any movement of powered mobile plant
W801032-YRE-NEW-HS-WMS0114 – Insitu Concrete Work using
Concrete Pump
Work where there are artificial extremes of temperature
Yes
No
Work in or near water or other liquid that involves a risk of drowning
Yes
No
Work involving diving work
Yes
No
Work that involves Mobile Cranes and Lifting Operations
Yes
No
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 17 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
SAFE WORK METHOD STATEMENTS (SWMS)
List the SWMS required to be prepared under this work pack (Activity based)
SWMS ID
W801032-YRE-NEW-HS-WMS0022
W801032-YRE-NEW-HS-WMS0016
W801032-TCL- NEW-HS-WMS0012
W801032-YRE-NEW-HS-SWMS0010
W801032-YRENEWHS-WMS-0001
W801032-YRE-NEW-HS-WMS0114
SWMS Title
NEWest or Subcontractor
Steel fixing
NEWest Alliance
Pick and Carry (Miscellaneous)
NEWest Alliance
Placing concrete from Agi truck
NEWest Alliance
Capping beam & Wall Formwork
NEWest Alliance
Unloading and loading Plant
NEWest Alliance
Insitu Concrete Work using Concrete Pump
NEWest Alliance
SAFETY ESSENTIAL EXCEPTIONS
Are any Safety Essential Exceptions required for this work? No
[Enter details of each Safety Essential Exception]
Yes
If Yes, (Attach Safety Essential
Exception Requests);
STAKEHOLDER NOTIFICATIONS
Are Stakeholders required to be notified for this work?
No
Yes
If Yes, By Whom (Attach resulting document);
[Enter Details e.g. emergency services, change traffic notifications, nightshift works, community awareness, media]
ENVIRONMENTAL
List key environmental risks and controls related to the activity:
•
•
•
•
•
•
•
•
All personnel to be aware of the access constraints associated with current and pending environmental approvals
Refer to the SEP attached to this Work Pack.
Noise – no out of hours work without prior approval by the Community and Environmental teams, and associated LGA and
resident notification.
Work area layout must always consider managing and controlling construction water and heavy rainfall events to minimise
erosion, wash outs and large areas of standing water. No discharges or sedimentation is permitted outside of the
Development Envelope.
No hazardous materials storage or designated refuelling zones within the Well Head Protection Zones. Exception is
generators less than 250L capacity with internal bunding mechanism – must be placed at least 100m away from the well head.
Concrete and grout wash-out areas must be set-up on compacted limestone or in a pit lined with polythene that is regularly
serviced to prevent contaminated water seeping into the ground.
Refuelling to occur on compacted limestone areas with a spill kit readily available
Work areas to be regularly monitored for erosion and sediment control
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 18 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
Does the activity have Regulated Waste?
W801032-YRE-NEW-CN-WAP-0546
No
Yes
Is a Site Environmental Plan applicable to this Work Pack? No
SEP Doc. No.
W801032-YRE-NEW-EN-PLN0002_12
Rev
No:
0
If Yes, (Attach Details)
Yes
If Yes, (Include details below & attach)
Site Environment Plan Title
SEP Zone
IDENTIFICATIONOF SERVICES
Are services present or positively identified, above, below or within the work area?
No
Yes
If Yes, By Whom (Attach resulting document);
Provide details of service:
Is an isolation required?
No
Yes
[Enter Isolation Details]{Consider Electrical, Water, Gas, etc}
If Yes, By Whom (Attach resulting document);
Is an Excavation or Penetration Permit Required? No
Yes
If Yes, By Whom (Attach resulting document);
LIFTING
Is a Lift Plan / Study required?
No
Yes
If Yes, By Whom (Attach resulting document);
[Enter Lift Study Details]{Consider cranes, telehandlers, excavators}
Have overhead/underground services been identified? No
[Enter service identification details]
Yes
If Yes, By Whom (Attach resulting document);
PERMITS / APPROVALS REQUIRED
Permits
/
Permit
Safety Essentials Exception
Isolation
Hot Work
Excavation
Dewater
Confined Space
Disturb Land
Enter No-Go Zone
Permit to Penetrate
Other (specify)
/
Add any other activity requiring a permit.
Other: e.g. Environmental Permit/Approvals – Out of hours works, Planning Permits, EPA license.
[Attach Permits and Approvals as applicable]
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 19 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
TEMPORARY WORKS
The following temporary works are required for this WORK PACK & need to be designed & certified in accordance with
Temporary Works Procedure (e.g. access, special formwork, temporary support). Reference any applicable design/work
method documentation.
Type of Temporary Work
Capping Beam Formwork (TCL-TW-116)(TBA)
Risk
Category
Designer
Moderate
TBA
Identify relevant approver
Certifier
Inspector
TBA
TBA
WORK INTERFACE / SIMULTANEOUS OPERATIONS
Detailed interfaces that affect this scope of work, other disciplines, contractors or operations including reference of any
specific traffic control and/or logistical requirements.
Interface (Where?)
Party (Who?)
South of RWE201-202
Earthworks Team
South of LWP2
Contig Pile Subcontractor
Is a Vehicle Movement Plan required? No
Yes
Control/s
RAZ to be set up with call-up signs
where applicable
Each sub-contractor to ensure Restricted
Access Zone to be set up for their
respective areas.
If Yes, attach resulting document;
<Detail Access and Egress Points>
RESOURCE REQUIREMENTS
Subcontract Resources:
CPB Labour: <insert details>
Plant: Attach Hydraulic grabble to 5.5 tonne excavator
Equipment: hand breaker
Materials: Reinforcement and Formwork
Comments: [Note special training/competency requirements, e.g. Confined Space Competency, surface protection
processes or refer to separate document managing welding and other highly skilled works.]
SURVEY / TESTING REQUIREMENTS
List survey / testing requirements and responsibility
Description of Survey or Testing Required
Resource
When
Frequency
Pre-Pour Checks
NEWest
Surveyor
Ongoing
Ongoing
Post Pour Ascon
Survey
Ongoing
Ongoing
Survey Setting Out
NEWest
Surveyor
Ongoing
Ongoing
Concrete Testing
NEWest
Ongoing
1 per 20m3
Steel Item Inspections
NEWest
Once
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 20 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
NEWest
Surveyor
Mark RL of pile trimming
Before pile
trimming
Rev
No:
0
Each pile
CONSTRUCTION VERIFICATION
ITP Doc. No.
Inspection and Test Plan Title
W801032-YRE-NEW-QA-ITP-0128
Rev. 5
Cast In-Situ Structural Concrete (YRE)
DRAWINGS / SPECIFICATIONSssss
List a layout drawing and other relevant drawings, specifications and standards to clarify above work method.
Ref. No.
Rev
TCY-DJV-Y00-MS-DRG2133
0
TCY-DJV-Y00-MS-DRG2134
0
TCY-DJV-Y00-MS-DRG2135
0
TCY-DJV-Y00-MS-DRG2136
0
TCY-DJV-Y00-MS-DRG2137
0
Description / Title
Ref. No.
Rev
Description / Title
CAPPING BEAM
CONCRETE DETAILS SHEET 1
CAPPING BEAM
CONCRETE DETAILS SHEET 2
CAPPING BEAM
REINFORCEMENT
DETAILS - SHEET 1
CAPPING BEAM
REINFORCEMENT
DETAILS - SHEET 2
CAPPING BEAM
REINFORCEMENT
DETAILS - SHEET 3
COMMENTS / ADDITIONAL ACTIONS
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 21 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
Rev
No:
W801032-YRE-NEW-CN-WAP-0546
0
WORK PACK CREW BRIEFING
I have briefed the work crew on the methodology and content of this Work Pack, which details the requirements that must
be met to effectively undertake the work.
Supervisors Name:
Signature:
Date:
Work Crew Members (Print, Sign Name & Date)
Name (Print)
Signature
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Date
Sections Briefed
Supervisor Initial
Page 22 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
Rev
No:
W801032-YRE-NEW-CN-WAP-0546
0
WORK PACK COMPLETION RECORD
Comments:
< What worked well? What didn’t work well? Are there any “Lessons Learnt” improvements? >
RESPONSIBLE SUPERVISOR:
RESPONSIBLE ENGINEER:
Authorisation:
The work covered within this WORK PACK has been completed and the records have been checked and are ready for
presentation
Name (Responsible Engineer)
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Signature
Date
Page 23 of 24
Work Pack
Project:
NEWEST – YRE
WP Title:
Construction of Contig Wall Capping Beam-ZONE 1,2 and 3.
WP No:
W801032-YRE-NEW-CN-WAP-0546
Rev
No:
0
CHECKLIST
[Insert/attach appendices referenced in this Work Pack here:
Work Pack Risk Assessment
Safe Work Method Statements
Safety Essential Exceptions Request
Stakeholder Notifications
Regulated Waste
Site Environmental Plan/s
Identification of Services
Lift Plan
Permits / Approvals
Temporary Works
Vehicle Movement Plan
Traffic Control Plan
Inspection and Test Plans
Drawings / Specifications
Other ___________________________________
Title: Work Pack Template
ID: MSID-4-884 Version: 3.0 Date Published: 04/06/2020
NEWest Alliance / WT0116 - Uncontrolled Document when Printed
Page 24 of 24