RAMS Factory · Drainage Works (worked example) · Worked example Replacement ACO Drainage Works · Northwind Pharma Logistics · BAI-RAMS-NWP-DRN-001 · Industrial
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Document live·Rev 01 · 14·03·2026·Confidential
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RAMS Factory™ outputLive documentCDM 2015BS EN 1433Rev 01

ReplacementACO DrainageWorks · phased, out-of-hours.

Phased removal and reinstallation of approximately 136 linear metres of failed surface-water drainage across eight defined work areas at an operational pharmaceutical distribution centre. The site stays live throughout — every method, sequence and control in this document is engineered to keep yards open while we put the new system in.

Client
Apex Facilities Group · UK
End user
Northwind Pharma Logistics
Contractor
Built AI Principal contractor
Mobilisation
Fri 14·03·26 Welfare + plant only

Eight zones. One operational yard. Zero closure. The work is choreographed around HGV movements, not the other way round — Saturdays and Sundays for breakout and pours, weekday afternoons reserved for cure inspections and finishing.

01Document control

The paperwork, first.

Project particulars, the parties involved and the assumed scope. This is the contract of certainty before any tooling enters the yard — read once, agreed, signed.

Project
Replacement ACO Drainage Works
Site
Northwind Distribution Centre, Compass Park, Maple Lane, Wickford SS12 7AA
Client
Apex Facilities Group
End user
Northwind Pharma Logistics
Principal contractor
To be confirmed by client
Contractor
Built AI · CDM contractor
Mobilisation date
Friday 14 March 2026
Duration
Phased across 8 defined areas
Primary working days
Saturdays & Sundays — out-of-hours
Supplementary hours
Mon–Fri after 14:00, controlled tasks only
02Scope & interface

What gets done. What stays running.

Two parallel narratives: the construction works on one side, the live operation of the distribution centre on the other. They never collide because we engineer them not to.

Scope of works

Saw-cutting and breakout of existing reinforced concrete; removal of failed ACO units; excavation to formation; installation of ACO S150; doweled slab interfaces; reinforced concrete reinstatement in C40/50 rapid-cure; phased curing and reopening.

Interface with live operations

Vehicle access continuous. Emergency routes preserved. No yard fully closed at any point. Phased working with strict segregation between construction zones and operational traffic — supervised and signed off before each release.

Vehicle access

Continuous access for delivery vehicles is maintained at all times.

Emergency routes

Emergency access kept clear and unobstructed throughout the programme.

Phased working

One area live at a time (max two if safe and agreed) — no full yard closure.

Segregation

Heras + Chapter 8 between construction zone and operational traffic, end-to-end.

03Responsibilities

Who owns what.

CDM 2015 duty allocation, written down so it cannot be assumed. Built AI brings the works package; the client brings the site rules; both meet at the supervisor's desk every morning.

Built AI

  • Plant, labour, supervision and temporary works
  • Site setup within the agreed laydown
  • Traffic management within defined work zones
  • Compliance with CDM 2015 (as contractor)
  • RAMS implementation and toolbox briefings
  • Quality assurance and concrete cube testing

Apex Facilities Group / Northwind Pharma Assumed

  • Appointment of principal contractor (if not Built AI)
  • Site rules and operational constraints, including access windows
  • Coordination of operational vehicle movements
  • Provision of welfare/utilities tie-in points where applicable
  • Witness sign-off at area release and reopening
04Work areas

Eight zones. One choreography.

The 136 linear metres are divided into eight independently sequenced areas across the Fuel Yard, Service Yard and Rear Shutter / Dispatch zones. Each zone runs the same seven-step micro-programme; the macro-programme stitches them together.

Service yard zonesFuel yard zonesLaydownMaintained HGV route

Sequence per zone

  • 01 · Isolation & segregation
  • 02 · Breakout & removal
  • 03 · Channel installation
  • 04 · Reinforcement & dowelling
  • 05 · Concrete reinstatement
  • 06 · Curing & protection
  • 07 · Reopening to traffic

Working pattern

Primary construction on Saturdays and Sundays (out-of-hours). Supplementary tasks weekdays after 14:00 only.

No disruptive excavation or major concrete pours during peak operational hours. High-noise activity stays on the weekend.

Live-site safeguards

  • HGV movements continuous
  • Delivery turning circles maintained
  • Emergency routes preserved
  • Pedestrian safety controls
  • Noise managed during weekday work
05Programme

The week, drawn out.

Mobilisation Friday 14 March 2026 — welfare, plant and laydown only. From the following weekend, the rhythm settles in: weekends do the heavy work, weekday afternoons handle the quiet preparation between pours.

MON16·03
Site liveNo works AM
Dowel drilling14:00 onward
ReinforcementPrep for weekend
TUE17·03
Site liveNo works AM
Cure inspection14:00 onward
Finishing worksSnag & make good
WED18·03
Site liveNo works AM
Minor breakout14:00 onward
Plate adjustmentsIf trafficked
THU19·03
Site liveNo works AM
Pre-pour prep14:00 onward
Material check-inWeekend stock
FRI20·03
Site liveNo works AM
Set-up + briefing14:00 onward
Ready for weekendRAMS re-brief
SAT21·03
Saw cutting10:30 – 13:00
Major breakout13:00 – 16:00
Channel install16:00 – 17:00
SUN22·03
Reinforcement08:00 – 11:00
Concrete pour11:00 – 15:00
Protect & cure15:00 – 17:00

Mobilisation · Fri 14 Mar 2026

  • Welfare unit + bunded fuel store delivery
  • Mini excavator & attachments
  • Concrete saws and small tools
  • Road plates, barriers, fencing
  • First materials drop (channels, mesh, dowels)
  • Laydown setup + segregation fencing
  • Site induction and RAMS sign-off

No intrusive works on day one

Phasing logic

  • Each area completed end-to-end before the next
  • One high-risk excavation live at a time
  • Pours scheduled to the late Sunday slot
  • 24–48 hr cure before reopening
  • Road plates if early traffic access required

Duration assumptions

  • Weekend working pattern
  • C40/50 rapid-cure concrete
  • Favourable weather windows
  • No abnormal ground conditions
  • No unforeseen service diversions
06Materials

The bill, itemised.

Everything that goes into the trench, the slab and the laydown. Standards, sources and storage all named — to BS EN 1433, manufacturer guidance and project specification.

Drainage system 4.1

ACO S150 channelPolymer concrete, 150mm internal width
~226mm invert depth
Slotted gratingsDuctile iron · load-class to suit
Min D400
Locking mechanismsChannel security
Manufacturer std
Connectors & end capsFactory-formed
Per layout
Joint sealantApproved channel grade
As spec

Concrete & reinforcement 4.2

Ready-mix concreteRapid-cure, early strength
C40/50
Slab meshReinforcement
A393
Dowel barsSlab interface continuity
Ø20 × 600mm
Dowel spacingAcross slab joint
600mm c/c
Chemical resinApproved structural grade
COSHH
Joint filler / sealantExpansion + isolation
Flexible

Sub-base & temporary works 4.3 / 4.4

MOT Type 1Granular sub-base where required
Layers ≤150mm
Bedding & haunching mixConcrete
As spec
Steel road platesTrafficking over works
Various
Heras fencingSegregation
2.0m
Chapter 8 barriers + conesTM controls
As required
Timber shutteringFormwork
Per pour

Consumables, testing & storage 4.5–4.7

Marking spray paintSetting out
High-vis
Bunded fuel containerWithin laydown
+ spill kit
Curing compound + polythenePour protection
As spec
Concrete cube mouldsOne per pour minimum
QA pack
Slump test equipmentOn delivery of mix
QA pack
Material storageLaydown · service yard
Off-ground
07Plant & equipment

What we bring, what it does.

Inspected before delivery, certified, operated only by trained and competent personnel. Daily check sheets maintained; nothing left running unattended; everything immobilised at end of shift.

Mini excavator (1.5T–3T)

Breaker attachment for controlled concrete breakout, bucket for excavation and material handling. CPCS/NPORS-trained operator only. Daily inspection log. No persons within swing radius.

Concrete saws

Floor saw for full-depth slab cuts; hand-held for edges and detail. Water suppression for dust control mandatory. Pre-use inspection, exclusion zone, hearing/eye/RPE.

Hydraulic breaker

Controlled concrete breakout within saw-cut limits. Noise managed.

Plate compactor

Sub-base preparation in layers ≤150mm; verified with laser level.

Poker vibrator

Concrete consolidation at pour. Works alongside power float (if used).

Laser level + line/pin

Channel alignment, falls and finished slab level verification.

Road plates

Temporary trafficking over poured zones during cure.

Heras + Chapter 8

Segregation, exclusion zones and pedestrian diversion.

Lifting keys & slings

Certified, for grates and channel sections. Manual aids in support.

Welfare unit

First aid, eye-wash, fire extinguishers, hand-wash and PPE store.

08Sequence

Thirteen steps, one direction.

The macro-sequence followed in every one of the eight zones. No step starts until the supervisor has signed off the previous one.

01Pre-start coordination & area release
02Traffic management & segregation
03Saw cutting of existing slab
04Concrete breakout & channel removal
05Excavation to formation
06Sub-base preparation & compaction
07ACO channel installation & alignment
08Dowel bars & reinforcement
09Concrete pour & finishing
10Curing & protection
11Strength verification & inspection
12Reopening to traffic
13Move to next area
09Detailed method

The procedures, step by step.

SMSTS-supervised, briefed daily, signed off in stages. Each procedure has a clear objective, a numbered method, and the critical control note that must hold true before progressing.

Pre-start & area release

Objective — safe commencement in each area.
  1. Confirm area release with site operations team.
  2. Verify vehicle routes are clear.
  3. Establish segregation barriers and cones.
  4. Install warning signage.
  5. Confirm emergency access routes remain clear.
  6. Daily briefing and task-specific toolbox talk.
  7. Check permits to work and inspect plant.
  8. Review any service drawings.

No works commence until supervisor signs off safe setup.

Traffic management & segregation

Objective — protect workforce and site users.
  1. Install Chapter 8 barriers around work zone.
  2. Cones to define the exclusion area.
  3. Position signage indicating construction works.
  4. Establish dedicated plant entry/exit point.
  5. Assign banksman for plant movements.
  6. Review layout with site representative.
  7. Maintain barrier integrity throughout shift.
  8. Adjust segregation as work front moves.

Barriers remain in place during curing where required.

Saw cutting of existing concrete

Objective — clean breakout edges and controlled removal.
  1. Mark exact breakout line in spray paint.
  2. Confirm slab depth (max 200mm assumed).
  3. Set floor saw to required depth.
  4. Implement water suppression for dust control.
  5. Conduct full perimeter saw cut.
  6. Double-check alignment and depth.
  7. Inspect cut edges for integrity.

Operatives in eye / hearing / respiratory protection as required.

Breakout & channel removal

Objective — remove failed slab and drainage cleanly.
  1. Deploy mini excavator with breaker attachment.
  2. Break slab within saw-cut boundaries.
  3. Remove broken concrete sections safely.
  4. Remove existing ACO channel units.
  5. Break out bedding and haunching.
  6. Load waste into skip; segregate where reusable.
  7. Inspect formation condition.

Banksman controls all plant movement.

Excavation & formation prep

Objective — stable base for new channel installation.
  1. Excavate to required formation depth.
  2. Check invert levels against existing drainage.
  3. Remove loose or soft material.
  4. Install MOT Type 1 where required.
  5. Compact in layers using plate compactor.
  6. Confirm line and level using laser level.
  7. Supervisor inspection before proceeding.

No installation proceeds until formation is approved.

ACO channel installation

Objective — install drainage accurately and securely.
  1. Set string line to establish alignment.
  2. Install concrete bedding layer.
  3. Position ACO channel sections.
  4. Check line and level continuously.
  5. Connect channel sections securely.
  6. Install end caps where required.
  7. Concrete haunching to both sides.
  8. Re-check falls and invert alignment.
  9. Install grates temporarily to protect channel.

Installation in accordance with manufacturer guidance.

Dowel drilling & reinforcement

Objective — reinstate structural slab continuity.
  1. Mark dowel positions at 600mm centres.
  2. Drill holes into existing slab edge.
  3. Clean drilled holes of dust.
  4. Inject approved chemical resin.
  5. Insert Ø20 × 600mm dowel bars.
  6. Allow resin to cure.
  7. Position A393 mesh reinforcement.
  8. Tie reinforcement securely; verify cover.

Supervisor inspection prior to concrete pour.

Concrete pour & finishing

Objective — reinstate slab to structural and operational standard.
  1. Confirm delivery time of ready-mix.
  2. Slump test on arrival.
  3. Pour C40/50 rapid-cure concrete.
  4. Compact using poker vibrator.
  5. Level to existing slab height.
  6. Form expansion joints as required.
  7. Finish surface to match adjacent texture.
  8. Install temporary protection barriers.
  9. Record pour time and conditions.

Concrete cube samples taken per pour.

Curing, protection & reopening

Objective — protect concrete during strength gain, then return to use.
  1. Apply curing compound or cover surface.
  2. Install Heras / barriers around pour.
  3. Prevent trafficking of fresh concrete.
  4. Monitor weather conditions.
  5. Daily visual inspections; review cube test results.
  6. Confirm minimum strength achieved.
  7. Remove barriers, road plates if used.
  8. Clean area thoroughly; confirm reopening.

Minimum 24–48 hours cure prior to traffic, subject to confirmation.

Area completion & transition

Objective — close out one zone, open the next.
  1. Final inspection of completed zone.
  2. Photograph completed works.
  3. Record as-built measurements.
  4. Confirm no debris remains.
  5. Relocate barriers to next zone.
  6. Repeat sequence for subsequent area.

Sign-off entered into the QA pack before progression.

10QA & testing

Verified, not assumed.

Every pour gets a slump test and a cube. Every zone gets a supervisor pre-pour checklist. Every reopening is signed for. The QA pack lands with the client at completion — concrete cube certificates, pour records, photographic record, marked-up drawing.

Pre-pour checklist

  • Channel alignment & levels correct
  • Invert depth confirmed
  • Haunching complete
  • Dowels installed and secure
  • Mesh positioned with correct cover
  • Formwork secure and sealed
  • Work zone segregated and safe
  • Weather conditions suitable

Concrete testing

  • Slump test on every delivery
  • Min one cube per pour
  • Labelled by area / date / mix
  • Compressive strength at lab
  • Certificates retained in QA file
  • Reopening only on confirmed strength

As-built records

  • Photographs before / during / after
  • Pour records documented
  • Cube test results recorded
  • Level adjustments documented
  • Drawing marked up to as-built
  • Compiled QA pack issued at handover
11Health & safety

Controls, named.

CDM 2015. Health & Safety at Work Act 1974. HSE guidance. Site rules. Built AI internal procedures. Then the specific controls that matter for this scope: dust, noise, plant, manual handling, concrete, fuel and weather.

Induction & briefings

All operatives inducted before works. Daily task-specific toolbox talks. RAMS briefed and signed by all operatives. Supervisor confirms understanding of live-traffic risk.

Segregation

Heras + Chapter 8. Cones for plant routes. Pedestrian diversions. Dedicated banksman. No open excavations unprotected. Road plates where required.

Plant & machinery

CPCS/NPORS operators only. Daily inspection logs. Banksman for restricted-visibility movements. Plant immobilised end-of-shift; no plant left running unattended.

Manual handling

Mechanical aids first. Team lifting for awkward items. Lifting keys for grates. Manual handling training; avoid twisting and unsafe postures.

Concrete & chemical

Resin handled with gloves; COSHH on file. Skin contact avoided through PPE; eye-wash in welfare. Spill kits for fuel and chemicals.

Dust control

Wet cutting. RPE where required. Controlled cutting to minimise dust. Damp-down housekeeping; no dry sweeping.

Noise

High-noise work confined to weekends where practicable. Hearing protection mandatory. Plant maintained; idling minimised.

Excavation

Excavation limited to channel width. No entry into unsupported excavation. Edges protected; no undermining of adjacent slab.

Fire & environmental

Extinguishers in laydown. Fuel in bunded container. No hot works without permit. Waste segregated; concrete washout controlled; no discharge to drains.

12Demobilisation

Leave the yard cleaner than found.

Completion is not "last pour cured". Completion is final walkover, snags closed, QA pack delivered, laydown reinstated, ground checked, sign-off in writing.

Final area + temporary works

  • Final pour completed and protected
  • Curing observed; cube testing logged
  • Surface finish inspected; grates secured
  • Heras, Chapter 8, cones and signage removed
  • Road plates removed where no longer needed
  • Shuttering dismantled and disposed

Plant, welfare & laydown

  • Mini excavator and attachments off-site
  • Saws, compactor, generator, road plates
  • Welfare unit disconnected and removed
  • Bunded fuel and washout area cleared
  • Ground checked for contamination
  • Laydown swept; reinstated to original

QA documentation handover

  • Concrete cube test certificates
  • Pour records (date / mix / area)
  • Photographic record of works
  • Delivery tickets if required
  • Marked-up drawing of completed areas
  • Snagging rectification confirmation

Final walkover & formal completion

  • Joint walkover with client representative
  • Snags identified, recorded and closed
  • All eight areas reinstated
  • Concrete strength confirmed
  • Site returned to full operational status
  • Documentation issued; sign-off obtained
13Risk assessment

Hazards, named. Then reduced.

Likelihood × severity, before and after controls. Dynamic risk assessment runs daily; this register is the baseline, reviewed if conditions change.

Likelihood (L)
1Rare
2Unlikely
3Possible
4Likely
5Almost certain
Severity (S)
1Minor injury
2First aid
3Medical treatment
4Major / RIDDOR
5Fatality / life-changing
Severity →
L1
L2
L3
L4
L5
S5
5
10
15
20
25
S4
4
8
12
16
20
S3
3
6
9
12
15
S2
2
4
6
8
10
S1
1
2
3
4
5
← Likelihood
Hazard
Persons at risk
Initial
Control measures
Residual
Live vehicle movements (HGV / vans)
Operatives, drivers, site staff
20 · VH
Heras + Chapter 8 segregation, phased working, banksman for plant movements, agreed access windows, signage, emergency routes maintained, daily ops coordination, end-of-shift inspections.
10 · MED
Pedestrian interface
Site staff, visitors, operatives
12 · HIGH
Barriered exclusion zones, clear pedestrian diversion routes, signage, supervisor monitoring, briefings, restricted access to work zones.
4 · LOW
Mini excavator operation
Operators, nearby operatives
16 · VH
CPCS/NPORS trained operator, daily checks, exclusion zone, banksman for movements, stable ground checks, no persons in swing radius, shut down when unattended.
8 · MED
Hydraulic breaker use
Operatives
9 · MED
Eye / face / hearing protection, controlled breakout within saw-cut limits, HAVS exposure management, dust suppression, safe stand-off distances.
3 · LOW
Concrete saw — blade contact / entanglement
Operatives
12 · HIGH
Trained operatives only, guards in place, exclusion zone, correct PPE, pre-use inspection, safe fuelling, stop/start controls, stable stance and clear cutting line.
4 · LOW
Silica dust exposure (cutting / breakout)
Operatives
16 · VH
Wet cutting / water suppression, RPE where required, no dry sweeping, good housekeeping, limit exposure time, ventilation.
8 · MED
Noise exposure (saws, breaker)
Operatives
9 · MED
Hearing protection mandatory, restrict high-noise to weekends where practicable, plant maintenance, limit exposure duration, toolbox talk on noise.
3 · LOW
Open excavations / trip & fall
Operatives, site staff
12 · HIGH
Immediate barriers, no unattended open excavations, road plates as required, lighting if needed, tidy access routes, supervisor checks.
4 · LOW
Striking underground services
Operatives
15 · HIGH
Review service info, controlled excavation, stop work if unidentified services encountered, notify client, implement safe isolation if required.
10 · MED
Manual handling (channels, mesh, grates)
Operatives
9 · MED
Mechanical aids, team lifting, lifting keys for grates, MH training, plan lifts and storage, avoid twisting / awkward postures.
3 · LOW
Wet concrete burns / cement contact
Operatives
9 · MED
Gloves, long sleeves, wash facilities in welfare, eye-wash station, avoid skin contact, toolbox talk on concrete hazards, COSHH on file.
3 · LOW
Chemical anchoring resin (COSHH)
Operatives
6 · MED
COSHH assessment, gloves and eye protection, controlled dispensing, spill kit available, safe storage, hand washing after use.
3 · LOW
Fuel spill / environmental
Environment, site users
12 · HIGH
Bunded fuel storage, spill kits in laydown, refuelling in designated area only, immediate clean-up, controlled waste disposal.
4 · LOW
Concrete washout / pollution
Environment
12 · HIGH
Designated washout area in laydown, no discharge to drains, controlled disposal, supervisor oversight.
4 · LOW
End-of-shift unsecured area
Site staff, drivers
16 · VH
Barriers / signage maintained, road plates installed where required, final supervisor inspection, handover confirmation with site representative, plant secured.
4 · LOW
Adverse weather (slips, reduced visibility)
Operatives
9 · MED
Housekeeping, grit as needed, adequate lighting, suspend works in extreme conditions, suitable footwear and PPE.
3 · LOW

Conclusion. After implementation of the listed controls, residual risks reduce to low or medium. Dynamic risk assessment is undertaken daily; this register is reviewed if site conditions change.

14Sign-off

Briefed. Understood. Signed.

No operative starts work without attending the briefing, agreeing the safe system of work and signing this record. Failure to comply is grounds for removal from site.

Confirmation by operative

  • I have attended the RAMS briefing for this project.
  • The Method Statement and Risk Assessment have been explained to me.
  • I understand the scope of works and the sequence of operations.
  • I understand the site-specific hazards: live vehicle movements, plant operation, concrete cutting and breakout, excavations, manual handling, concrete works and curing.
  • I understand the control measures and safety procedures in place.
  • I will use the required PPE at all times and report unsafe conditions immediately.
  • I understand that failure to comply may result in removal from site.
Name (print)
Company
Role
Signature
Date

Declaration by Built AI

This RAMS briefing was delivered in full and all operatives confirmed understanding of the content.

Witnessed by client

Apex Facilities Group representative — area release and sign-off.

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