Centre for Structural and Functional Genomics
The capstone proposes a new five-storey laboratory and research facility with one basement level and a roof steel structure for Concordia University's Loyola Campus. The project combines project management planning, conceptual cost estimating, BIM coordination, and a preliminary structural concept tailored to laboratory use, higher live loads, and service integration requirements.
Building Levels
5 floors + basement + roof
Updated to match the actual project configuration.
Estimated Area
6,530 m²
Updated gross floor area for the current building summary.
Footprint
32 m x 33.5 m
Updated footprint dimensions for the latest plan.
Current Cost Model
CAD $24.2M
Rounded final project total used on the site.
Project Positioning
Course: CIVI 490 Capstone Civil Engineering Design Project
Delivery method: Design-Build (DB)
Structural concept: Flat plate reinforced concrete system with shear walls and a steel roof structure.
Location: 7141 Sherbrooke Street West, Montreal, Quebec
The site is organized as an interactive poster that follows the project management narrative from scope to execution planning.
Scope
What is being built and why it matters.
Cost
How the conceptual estimate and detailed packages compare.
Execution
How work is broken down, sequenced, and controlled.
Risk
What could affect time, cost, and safety on campus.
Complete the facility within the approved budget envelope.
Finish construction within the planned schedule.
Achieve LEED Gold certification.
Meet the functional needs of Concordia research programs.
A five-storey lab building planned for research growth at Loyola.
The overview now folds in the project charter so it shows the project background, scope boundaries, and key stakeholders without repeating the same story in multiple cards.
Location
7141 Sherbrooke Street West, Montreal, Quebec
Sponsor
Concordia University
Delivery Method
Design-Build (DB)
Budget Target
CAD $24.2M
In Scope
Out of Scope
The capstone combines project management and infrastructure contributors.
Hosam Darwish
PMProject Management
40159850
Baulo Elias
PMProject Management
40245212
Lydia Messali
PMProject Management
40253094
Lubna Ghrayeb
InfraInfrastructure
40042771
Maad Ali
InfraInfrastructure
40183494
Katia Khouri
InfraInfrastructure
40246832
Final pricing totals, category breakdowns, and highest-value packages.
Final Direct Cost
Final Indirect Cost
Taxes
Total Project Cost
$14.2M
Full direct construction scope including structure, envelope, interior work, furniture, equipment, labour, and MEP.
$6.8M
Project-wide allowances covering general expenses, contingency, and contractor overhead and profit before taxes.
$3.1M
Combined GST and Quebec tax allowance applied to the project total.
$24.2M
Overall project cost after indirects, taxes, and contingency.
Structural quantity takeoff summary.
Quantities were extracted from Revit material takeoffs and verified one by one by the team.
Total Concrete
Roof Steel
Total Rebar
Formwork Count
Static quantities sourced from the verified takeoff sheets.
Structural columns
311.12 m³
Slabs
1,662.85 m³
Beams
16.49 m³
Shear walls
359.37 m³
Retaining walls
207.89 m³
A structured lifecycle from initiation through closeout.
Design
2025-2026Concept development, structural design, BIM planning, and coordinated design deliverables.
Construction
2026-2027Site setup, earthworks, basement, floor-by-floor execution, envelope, MEP, and interiors.
Commissioning
2028Testing, deficiency closeout, validation, and final approval before handover.
Major phase structure used to organize scope, planning, and execution.
Project Initiation
Design
Procurement
Construction
Project Control
Inspections and Commissioning
Project Closeout
Early-stage planning that defines feasibility, funding, schedule logic, delivery strategy, and execution tools.
Structural development from concept selection to fully detailed analysis, member design, and final drawings.
Commercial preparation and award of subcontracted work and required supply packages.
Execution sequence organized from site establishment through earthworks, basement, floor-by-floor work, and roof completion.
Monitoring functions carried out across the lifecycle to keep the project aligned with scope, time, cost, and quality targets.
Final testing, deficiency correction, compliance review, and approval before turnover.
Final records, owner handover, warranty activation, and financial closeout.
Basement: foundation system, structural frame, waterproofing, MEP, and interior works
Ground floor: structural works, envelope, MEP, and interior works
Floor 2: structural works, envelope, MEP, and interior works
Floor 3: structural works, envelope, MEP, and interior works
Floor 4: structural works, envelope, MEP, and interior works
Floor 5: structural works, envelope, MEP, and interior works
Roof: structural works, upper roof steel structure, and roof penetration sealing
A live register of cost, schedule, and safety exposure.
Total Risks
High
Medium
Low
Total Contingency
R1 · Excavation collapse / instability
HighMitigation: Engineered shoring
R2 · Underground utility strike
MediumMitigation: Utility marking and verification prior to excavation
R3 · Groundwater / flooding
HighMitigation: Dewatering system
R4 · Formwork failure / rework
MediumMitigation: QA/QC
R5 · Winter concrete issues
HighMitigation: Heated enclosure
R6 · Labour productivity loss
HighMitigation: Monitor crews
The website can expand this into a full sortable matrix later.
R1 · Excavation collapse / instability
Engineered shoring
15%
$400,000
12 d
HighR2 · Underground utility strike
Utility marking and verification prior to excavation
10%
$250,000
8 d
MediumR3 · Groundwater / flooding
Dewatering system
20%
$350,000
10 d
HighR4 · Formwork failure / rework
QA/QC
20%
$250,000
8 d
MediumR5 · Winter concrete issues
Heated enclosure
30%
$350,000
10 d
HighR6 · Labour productivity loss
Monitor crews
40%
$350,000
10 d
HighR7 · Tower crane disruption
Lift planning
20%
$250,000
7 d
MediumR8 · Work at height incident
Fall protection
10%
$400,000
10 d
MediumR9 · Structural cycle delay
Optimize cycle
30%
$400,000
12 d
HighR10 · Steel roof delivery delay
Early procurement
20%
$250,000
10 d
MediumR11 · Envelope weather delay
Schedule planning
35%
$300,000
15 d
HighR12 · Envelope defects / rework
QA/QC
20%
$250,000
8 d
MediumR13 · Interior cost growth
Supplier coordination
25%
$300,000
0 d
MediumR14 · MEP coordination clashes
BIM coordination
35%
$500,000
15 d
HighR15 · HVAC complexity underestimation
Detailed review
30%
$450,000
10 d
HighR16 · MEP equipment delay
Early procurement
30%
$350,000
20 d
HighR17 · Confined space hazards
Permit system
10%
$200,000
7 d
LowR18 · Campus/public incident
Traffic control
10%
$250,000
8 d
LowR19 · Environmental non-compliance
Environmental controls
10%
$200,000
5 d
LowR20 · Commissioning / inspection delays
Early scheduling
20%
$250,000
10 d
MediumSite safety, environmental protection, and campus control measures.
The HSE plan sets the safety, environmental, and compliance framework for all construction activities on the CSFG project, with special attention to campus operations, laboratory complexity, and Montreal winter conditions.
The HSE plan applies to all parties entering or working on the site.
Applies To
Legal Framework
Lost Time Injuries
0
Fatalities
0
Incident Reporting
Within 24 hours
Toolbox Meetings
Weekly
Formal HSE Audits
Monthly
Waste Diversion
> 75%
Worker Orientation Compliance
100%
Project Manager
Overall enforcement of the HSE plan
Coordination with Concordia and regulatory bodies
Integration of safety requirements into schedule and procurement
Site Supervisor
Daily site inspections
PPE compliance enforcement
Hazard identification and corrective actions
Environmental Coordinator
Waste management oversight
Erosion and sediment control
Environmental reporting aligned with LEED objectives
Subcontractors
Compliance with all HSE procedures
Participation in safety meetings
Immediate reporting of hazards and incidents
Submission of a site-specific safety plan before mobilization
High-risk activities from the report with the main hazards and required controls.
Excavation and Basement Works
Hazards
Controls
Engineered shoring system by a qualified engineer
Utility locates before excavation
Daily inspection by a competent person
Emergency escape ladders in excavation zones
Dewatering plan in place
Tower Crane Installation and Operation
Hazards
Controls
Engineered lift plan
Certified crane operator only
Wind cutoff threshold
Swing radius exclusion zone
Dedicated signaler during lifts
Work at Height Above 3 m
Hazards
Controls
Guardrails or fall-arrest systems
Tie-off inspection logs
Toe boards and debris netting
Fall protection training certification
Winter Concrete Placement
Hazards
Controls
Heated enclosures
Thermal blankets
Concrete temperature monitoring log
Snow and ice removal schedule
Confined Spaces
Hazards
Controls
Confined-space entry permit system
Gas monitoring equipment
Rescue procedure established before entry
Dust and Air Quality
Water spraying during dry conditions
Silica dust control during cutting operations
Covered transport of fine materials
Waste Management
Separate bins for concrete, steel, wood, and general waste
Waste diversion target greater than 75%
Monthly waste tracking reports
Stormwater Management
Silt fencing
Controlled drainage routes
Regular inspection after rainfall
Noise and Emissions
Maintenance of equipment to reduce emissions
Use of mufflers
Monitoring near classrooms
Hazardous Materials
Designated fuel storage areas
Secondary containment systems
Spill kits available on site
WHMIS labelling and storage compliance
A compact heavy-equipment selection board for construction planning.
Operating assumptions for the selected earthworks and hauling fleet.
20-ton Excavator (John Deere 250G)
18 L/h fuel rate
32 total planned hours
512 total liters
Wheel Loader (CASE 621G)
22 L/h fuel rate
40 total planned hours
880 total liters
Dump Truck (MC-106)
25 L/h fuel rate
40 total planned hours
1000 total liters
Total Fuel Cost
Weekly rentals are preferred because none of the planned activities exceed five working days.
DOZR
Excavator
Daily: $4,800
Weekly: $4,000
Wheel Loader
Daily: $6,920
Weekly: $3,434
Dump Truck
Daily: N/A
Weekly: N/A
United Rentals
Excavator
Daily: $6,000
Weekly: $4,400
Wheel Loader
Daily: $5,000
Weekly: $2,750
Dump Truck
Daily: $45,650
Weekly: $36,300
Drawing galleries for the 3D model, floor plans, and slab reinforcement set.
Rendered 3D model views from the submitted drawing set.
Architectural plan sheets for the building levels.
Reinforcement sheets for the slab design package.