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Bridge Replacement – N203
Procurement Case Workspace
Project Metadata
Project Name
Bridge Replacement – N203
Client
Province of North Holland
Asset Type
Road Bridge
Location
N203, km 12.5
Procurement Procedure
Open Tender
Procurement Stage
Tender PreparationDesign Life Requirement
50 years
Tender Requirements
Technical Requirements
- Minimum Span
- 20–30 m
- Design Standard
- Eurocode EN 1992
- Load Class
- LM1
- Concrete Class
- C40/50 or higher
Circularity Requirements
- Reuse preferred where feasible
- Demountability required
- Lifecycle extension preferred
- CO2 reduction considered
Evidence Requirements
- Inspection report available
- Structural recalculation available
- DPP available
- Verification authority identified
Selected Components
| Component ID | Type | Span | Condition Score | Verification Status | Reuse Potential | Procurement Relevance |
|---|---|---|---|---|---|---|
| DEMO-GIRDER-01 | Precast Girder | 24.5 m | 3 | Verified | High | Suitable |
| DEMO-BEAM-02 | Box Beam | 18.0 m | 2 | Verified | High | Suitable |
| DEMO-COLUMN-04 | Concrete Column | 8.5 m | 2 | Verified | High | Suitable |
| DEMO-SLAB-03 | Deck Slab | 12.0 m | 4 | Pending | Medium | Conditional |
Procurement Decision Support
Verified engineering data and condition assessments support procurement teams in evaluating reuse opportunities and preparing tender documentation.
Components in this case have been selected based on technical fit, verification status, and circularity potential. Digital Product Passports provide full traceability for tender requirements.
Evidence Completeness Checklist
Inspection Report
Structural Capacity Assessment
Material Verification
DPP Link
Verifier Identified
Completion Status4/5 items
Procurement Readiness
Components Selected4
Verified Components3/4
DPP Coverage100%
Structural Evidence Complete75%
Circularity MatchHigh
Procurement Readiness Score
82/ 100