Brownfield Expansion Playbook
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Adding new production lines to an existing manufacturing facility is a brownfield project. It carries a fundamentally different risk profile than greenfield construction and requires a distinct estimating approach.
Greenfield vs. Brownfield
Section titled “Greenfield vs. Brownfield”| Factor | Greenfield | Brownfield (Expansion) |
|---|---|---|
| Site | Undeveloped land | Existing operating facility |
| Design flexibility | High — blank canvas | Constrained by existing structure, utilities, layout |
| Risk profile | More predictable | Higher uncertainty (hidden conditions, as-built accuracy) |
| Cost vs. greenfield | Higher total, but predictable | Often lower total, but higher risk of overruns |
| Schedule | Can be faster | Coordination with operations adds complexity |
| Key estimating challenge | Accurate parametric benchmarking | Site investigation quality and tie-in complexity |
Pre-Estimate Site Investigation
Section titled “Pre-Estimate Site Investigation”For a brownfield expansion, estimate quality depends on how well you know the existing facility. Before developing a Class 3 or better estimate:
1. Review All As-Built Documentation
Section titled “1. Review All As-Built Documentation”- As-built drawings of existing structure (structural, mechanical, electrical)
- Utility plans — existing underground and above-ground utilities
- Original equipment documentation; prior renovation records
- Red flag: As-built drawings are often inaccurate on older facilities. Budget for a field verification survey.
2. Conduct a Conditions Assessment
Section titled “2. Conduct a Conditions Assessment”Walk with the lead estimator, structural engineer, and MEP engineer. Document:
- Existing slab condition (cracks, heaving, oil contamination)
- Electrical capacity: available at nearest panel/switchgear; utility transformer capacity
- Mechanical capacity: compressed air SCFM available; chilled water capacity; gas pressure and volume
- Structural capacity: can existing columns take additional loads? Are existing footings adequate?
3. Geotechnical Investigation
Section titled “3. Geotechnical Investigation”- Obtain borings at the expansion footprint
- Confirm soil bearing capacity
- Check for existing underground structures in the expansion area
4. Hazardous Materials Survey
Section titled “4. Hazardous Materials Survey”Older industrial facilities commonly contain ACM (asbestos), LBP (lead-based paint), PCBs in old electrical equipment. Phase I and Phase II environmental assessment before estimating. If hazmat confirmed, abatement cost must be in estimate or explicitly excluded with allowance.
Tie-Ins — The Highest-Risk Element
Section titled “Tie-Ins — The Highest-Risk Element”Tie-ins are connections between new work and the existing facility. They most frequently cause brownfield overruns because:
- Existing systems are often not as documented
- Tie-in work often requires production shutdowns
- Existing conditions revealed during demolition are unpredictable
Tie-In Categories and Risk
Section titled “Tie-In Categories and Risk”| System | Risk Level | Estimating Approach |
|---|---|---|
| Structural — connections from new addition to existing wall/column | Medium | Engineer-designed connection; quantify from structural drawings |
| Slab — saw-cutting existing slab for new drains | Low–Medium | Measure LF of saw cut; confirm existing slab thickness |
| Electrical — new feeds from existing switchgear; MCC additions | High | Electrical engineer to confirm available capacity; include feeder run + panel work |
| Compressed air — tap into existing header | Medium | Measure existing header size; confirm capacity with owner’s maintenance team |
| Chilled water — tap existing CW loop | High | Confirm existing tonnage and available capacity; BTU load calcs from new equipment |
| Natural gas — extension from existing main | Medium | Gas utility sizing; confirm pressure requirements |
| Process drains — connect to existing process drain system | Medium | Confirm invert elevations; check existing system capacity |
| Fire suppression — extension of existing sprinkler system | Medium | Hydraulic calc to confirm existing system can support additional heads |
| Building envelope — opening in existing wall for expansion joint | High | Structural work; temporary weatherproofing; production protection |
Estimating Tie-In Work
Section titled “Estimating Tie-In Work”- Always include a separate tie-in allowance line item — not buried in each division
- Typical tie-in allowance: 5–10% of process mechanical/electrical scope
- Get mechanical and electrical subs to walk the site before quoting
- Flag all tie-ins explicitly in the BOE as areas of uncertainty
Phasing and Operational Continuity
Section titled “Phasing and Operational Continuity”Construction must be phased to:
- Avoid shutting down production unless absolutely necessary
- Control dust, noise, vibration, and fire risk near food/pharma production
- Comply with FDA, FSMA, HACCP requirements during construction
Phasing Cost Items to Include in the Estimate
Section titled “Phasing Cost Items to Include in the Estimate”| Cost Item | How to Estimate |
|---|---|
| Temporary dust/contamination wall | LF of partition × $/LF ($15–$40/LF depending on spec) |
| Temporary overhead door in existing wall | EA × unit cost; note if fire-rated |
| Weekend/night-shift premium on tie-in labor | Hours × premium (typically 1.5–2.0× day rate) |
| Temporary re-routing of existing utilities | Allowance; confirmed with owner’s operations team |
| Food safety compliance during construction | Allowance for additional cleaning, air monitoring |
| Enhanced security (keep construction workers out of production) | Additional supervision hours |
Applied Workflow: 35,000 SF F&B Expansion, Two New Filling Lines
Section titled “Applied Workflow: 35,000 SF F&B Expansion, Two New Filling Lines”Phase 1: ROM (Class 5) — Day 1
Section titled “Phase 1: ROM (Class 5) — Day 1”- Calculate gross SF: 35,000 SF
- Apply $/SF from historical F&B plant additions: $180–$280/SF (building only, excluding process equipment)
- Add process equipment estimate from owner’s preliminary equipment list
- Add soft costs (design, permits): 10–15%
- Add Class 5 contingency: 30–40%
Phase 2: Feasibility (Class 4) — Week 3–4
Section titled “Phase 2: Feasibility (Class 4) — Week 3–4”- Get budgetary vendor quotes for 2 filling lines
- Apply Lang factor to equipment FOB cost for TIC estimate
- Develop building cost from preliminary floor plan (assembly-level unit costs)
- Issue preliminary sub packages to mechanical/electrical; get 30-day budget prices
- Apply 20–25% contingency
Phase 3: FEED / GMP (Class 3) — Week 6–10
Section titled “Phase 3: FEED / GMP (Class 3) — Week 6–10”- QTO from FEED drawings: concrete, structural steel, envelope, site work
- Issue formal sub packages (3 contractors per major scope)
- Receive and level sub quotes
- Price all tie-in scopes as separate allowances
- Price phasing premiums for night/weekend tie-in work based on owner’s shutdown schedule
- Build risk register (6–10 specific site/scope risks); calculate risk-based contingency
- Assemble GMP proposal with complete BOE
Phase 4: Construction
Section titled “Phase 4: Construction”- Establish SOV and first pay application
- Track EVM monthly
- Process change orders formally
- Coordinate production shutdowns for tie-in work with plant operations (written shutdown schedule)
- Monitor contingency consumption vs. risk register
Phase 5: Closeout
Section titled “Phase 5: Closeout”- Final cost reconciliation: actual vs. GMP by CSI division
- Capture $/SF, $/ton, $/LF final actuals for historical cost library
- Document lessons learned — especially tie-in surprises
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