From $7.8B to $18.4B — realistic ≈ $11.2B
Five scenarios for 150 km, in constant dollars. The realistic case reaches $11.2B once everything is counted honestly: simulating nature, drainage and geothermal, then the two final additions — the underground interchanges (linking the tunnels to each other) and the evacuation shafts (an exit every 300 m). That works out to $52M to $122M per kilometre — against $940M/km for the third road link, even in the worst case.
Basis of calculation: constant dollars, excluding inflation and excluding loan interest (these depend on the schedule and the financing structure, and are calculated separately). The contingency is a technical one — engineering risks and site surprises — not an inflation cushion. All values are planning-level orders of magnitude, to be refined by detailed estimate.
1. The technical systems, item by item
The network's equipment is grouped under a single "Technical systems" line that gathers eight sub-items. Rather than present it as a block, we open it here in detail: each item is priced at its fair value from the analyses produced for the dossier, including those a quick estimate would tend to under-value or forget.
| Item | Pricing detail | Amount |
|---|---|---|
| Simulating nature (immersive cladding) + lighting | $500M cladding + $8M phosphorescence | ≈ 508 |
| Geothermal for the 150 stations (CAPEX) | heating-cooling of the kiosks | ≈ 50 |
| Pathway + drainage + recharging + electrical | broken out: 80 + 200 + 60 + 160 | ≈ 500 |
| These three detailed items | — | ≈ $1,058M |
These "hard" costs then propagate through engineering (10%), management (5%) and contingency (20%). The heaviest item, by far, is the immersive cladding actually priced out: it weighs the most in this part of the budget.
2. The two items broken out into the open: drainage and geothermal
Drainage and geothermal each deserve a figure of their own rather than a place in a catch-all. Drainage belongs to the pathway's hard costs; geothermal, for its part, requires a dedicated CAPEX on top of the operating savings it generates ($0.7 to $0.9M/yr). Here are the two items established explicitly.
Channels and collection over 150 km (~$1,000/m ≈ $150M) + about forty redundant pumping stations discharging to the surface (~$1.2M each ≈ $48M).
150 stations × ~$330,000: heat pump (COP 3.5), loops, glycol distribution and redundancy. Drilling stays marginal — the tunnel is already the hole.
Why $200M for drainage holds up
The cross-check comes from operation: pumping consumes 9,000 MWh per year while running 24/7, because the tunnel passes in places below the water table and water infiltrates continuously, on top of summer condensation. That consumption corresponds to roughly 1 to 3 MW of pumps installed across the network — consistent with about forty pumping stations distributed at the low points. The waterproofing membrane behind the segments is already paid for in the "tunnels" line: we do not count it again here.
Why geothermal stays a small item
This is the central argument of the geothermal page: since we are already digging 150 stations 10 m deep, the loops cost a fraction of a standalone installation. What remains to be paid is the heat pumps, the distribution and the redundancy — hence a modest CAPEX (≈ $50M) for a recurring saving of $0.7 to $0.9M/yr. The item pays for itself, but it exists: it must appear in the budget, which was not the case.
An honest range. Drainage: $150M to $280M depending on the number of low points and the severity of infiltration. Geothermal: $35M to $110M depending on the share of premium stations (glazed pavilions with high loads) and the level of redundancy. These ranges feed the scenarios in section 5.
3. The technical systems, rebuilt line by line
Here is the $2,800M block opened into thirteen lines, each backed by an analysis. The two new lines (drainage, geothermal) are marked; the immersive cladding replaces the old placeholder "lighting + nature projection".
| Technical-systems sub-item | $M | Source |
|---|---|---|
| Ventilation and air filtration | 600 | Ventilation analysis |
| Acoustics (textured concrete + panels) | 450 | Acoustics analysis |
| Simulating nature (immersive cladding over 150 km) | 500 | Simulating-nature analysis |
| Safety (1,500 cameras, 1,500 SOS posts, AI, drones, 24/7 centre) | 550 | Safety record |
| Fire suppression + emergency exits + refuge niches | 350 | Fire record |
| Electrical distribution (MV/LV, substations, transformers, 150 km cabling) | 160 | Broken out of the catch-all |
| Drainage and pumping — broken out into the open | 200 | New (cross-checked) |
| Generators + backup power (UPS) | 120 | Energy record |
| Telecommunications (5G, WiFi, fibre, radios) | 100 | Telecom record |
| Cycling pathway (asphalt 150 km, base, markings) | 80 | Broken out of the catch-all |
| E-bike charging docks (150 stations) — including ≈ $22M of àVélo docks, ≈ $38M of power supply and payment | 60 | Detailed |
| Geothermal for the stations — new line | 50 | New (CAPEX) |
| Phosphorescent emergency lighting | 8 | Phosphorescence analysis |
| Total — technical systems (realistic) | 3,228 | vs 2,800 before |
Anti-double-counting note: the tunnel's functional lighting has no separate line because it is included in the LED "luminous sky" of the immersive cladding (the layer that both lights and creates the sense of openness). Only the emergency phosphorescence, which is a distinct safety device, remains a line of its own.
4. Two additions to the scope: underground interchanges and evacuation shafts
Two technical decisions extend the scope and make the pricing complete: we genuinely link the tunnels to each other (the interchanges), and we bring the emergency exits closer together (the evacuation shafts). Together, these two items account for ≈ $1.7B of the realistic scenario — a significant share of the ≈ $11.2B. Here is how each one is priced — then, at the end, two items already included in the budget, broken out separately without changing the total.
4.1 The underground interchanges
A crossing where one tunnel passes under the other is free as long as you go straight on: that is the network's 3D advantage. But to switch from one tunnel to another without stopping, you need an interchange — short ramps connecting one tube to the other, like a highway interchange, but at bicycle scale (tight radii, gradients of 5 to 8%, 3.6 m diameter). The costly item is not the ramp: it is the mined junction where it opens into the main tunnel — hence the importance of boring it during the initial excavation, never after the fact. We provide for one at each major node of the network (≈ 25); crossings with no traffic exchange remain simple straight-through passages.
| Item for a complete interchange | Order of magnitude |
|---|---|
| Ramps (≈ 0.4 to 1 km of short, curved tunnel) | $5 – 13M |
| Mined junctions (4 to 8 connections — the costly item) | $15 – 35M |
| Systems at the node (ventilation, lighting, signage, drainage) | $5 – 10M |
| Per interchange | ≈ $25 – 60M |
| Network — ≈ 25 nodes (realistic scenario) | ≈ $700M |
The reassuring perspective. A single highway interchange like Turcot, in Montréal, cost ≈ $3.7B. The ≈ 25 cycling interchanges of the network, together, come to a fraction of that amount: at bicycle scale, underground and carved into the rock rather than perched on pillars, an interchange is about 50 to 100 times cheaper.
4.2 The evacuation shafts
The safety record sets an emergency exit every ~300 m, made possible by the shallow depth (10 m): a simple staircase topped with a small kiosk, not a subway lift shaft. Over 150 km, that calls for ≈ 500 exit points. The network already has ≈ 190 (the 150 stations and about forty ventilation shafts); that leaves ≈ 310 dedicated shafts to bore.
| Step | Calculation | Result |
|---|---|---|
| Exit points required (1 / 300 m) | 150 km ÷ 300 m | ~500 |
| Already available | ~150 stations + ~40 ventilation shafts | ~190 |
| Dedicated shafts to add | 500 − 190 | ~310 |
| Unit cost (staircase at 10 m + kiosk + land) | $1 to $4M, mid ~$2M | ~$2M |
| Gross cost | 310 × $2M | ~$620M |
| Already included in the "fire + exits" line ($350M) | — | ~$100–150M |
| Net new cost | — | ≈ $500M |
Anti-double-counting: the "Fire suppression + emergency exits" line of the technical systems ($350M) already contained around a hundred million of exits. The "evacuation shafts" line of the scenarios table therefore counts only the net to add in order to reach an exit every ~300 m.
These two items: ≈ $1.7B of the realistic ≈ $11.2B
≈ $700M of interchanges and ≈ $500M of shafts (hard costs), which propagate through engineering, management and contingency for ≈ $1.7B in total. At ≈ $11.2B, the realistic case works out to $74M/km — still three to thirteen times cheaper per kilometre than the region's other megaprojects.
4.3 Two items already included, now broken out (the total does not move)
Unlike the previous two, these do not add: they were already in the budget, simply buried in a broader line. We break them out into the open so that no implicit item remains — but the total stays ≈ $11.2B.
| Item made explicit | Already included in… | Estimated share |
|---|---|---|
| àVélo docks (locking + recharging), ≈ 30 per station | "Charging docks" ($60M) | ≈ $22M |
| Spiral parking (personal bikes), ≈ 150 spaces per station | "Stations" ($1,240M) | ≈ $22M |
| Total — already included, does not add to the rest | — | ≈ $44M |
Dock detail: of the $60M of "charging docks" (≈ $400K/station), about $22M are the àVélo docks themselves (≈ 30 docks × ~$5K × 150 stations) and ≈ $38M the power supply and the payment terminals. Spiral detail: ≈ 150 spaces × ~$1,000 × 150 stations ≈ $22M, folded into the ≈ $8M per station — the Stations page confirms that the spiral in the renderings is the multi-level bike parking.
5. Five scenarios, from minimum to maximum
The gap between the scenarios is not down to chance: it comes down to decisions and a technological unknown. The dominant lever remains the boring-machine rate in rock; then come the station mix, the extent of the cladding, and the choice to buy or lease the land.
| Item ($M) | A · Optimistic | B · Realistic | C · Prudent | D · Stagnation | E · Full freeze |
|---|---|---|---|---|---|
| Effective tunnel rate (rock, US$/mi) | 8 | 15 | 21.5 | 32 | 40 |
| Tunnels (150 km) | 1,030 | 1,930 | 2,770 | 4,120 | 5,150 |
| Stations | 800 | 1,240 | 1,240 | 1,700 | 1,700 |
| Underground interchanges (≈ 25 nodes) | 400 | 700 | 850 | 1,100 | 1,250 |
| Technical systems | 2,913 | 3,228 | 3,258 | 3,378 | 3,418 |
| of which immersive cladding | 250 | 500 | 500 | 550 | 550 |
| of which drainage | 150 | 200 | 220 | 260 | 280 |
| of which geothermal | 35 | 50 | 60 | 90 | 110 |
| Dedicated evacuation shafts (~310, net) | 350 | 500 | 520 | 600 | 640 |
| Bike fleet (76,000) | 177 | 177 | 177 | 177 | 177 |
| Québec–Lévis link (shuttles) | 90 | 90 | 90 | 90 | 90 |
| Land acquisition | 0 | 125 | 125 | 250 | 250 |
| Hard subtotal | 5,760 | 7,990 | 9,030 | 11,415 | 12,675 |
| Engineering and design (10%) | 576 | 799 | 903 | 1,142 | 1,268 |
| Project management (5%) | 288 | 400 | 452 | 571 | 634 |
| BAPE, geotechnics, permits | 120 | 120 | 120 | 120 | 120 |
| Subtotal | 6,744 | 9,309 | 10,505 | 13,248 | 14,697 |
| Technical contingency | 15% | 20% | 20% | 25% | 25% |
| TOTAL | ≈ $7.8B | ≈ $11.2B | ≈ $12.6B | ≈ $16.6B | ≈ $18.4B |
| Cost per kilometre | $52M | $74M | $84M | $110M | $122M |
What defines each "low" scenario
- A — Optimistic: the boring machines hit their long-term target, rock easier than feared, economy stations, lighter cladding, leased land, 15% contingency.
- B — Realistic: 2030 target ($10M/mi in soft ground + 50% rock), balanced station mix, full cladding, partial land.
- C — Prudent: anchored on Nashville (~$21.5M/mi effective), everything else as in the realistic case.
The two "the boring machines don't come down" scenarios
- D — Stagnation: boring improves a little but plateaus far from the target (~$32M/mi effective), premium stations, land bought, 25% contingency.
- E — Full freeze: today's rate stays frozen (Prufrock-4, ~$27M/mi in soft ground) + hard rock = $40M/mi effective. The worst credible case.
The dominant lever is the tunnel. On its own, it moves the total from $7.8B to $18.4B. Everything else combined — stations, cladding, drainage, geothermal, land — shifts the total by far less. That is why the real question is not "how much does drainage cost" but "will the boring machines reach in rock the costs they are aiming for in soft ground". Nashville (2026–2029) is the full-scale test.
6. What if Elon Musk's boring machines never come down?
This is the heart of scenarios D and E. The Boring Company's soft-ground boring rate has dropped steadily — ~$50M/mi in 2018, ~$30M in 2021, ~$27M today (Prufrock-4) — and the 2030 target is $8 to $10M/mi. But nothing guarantees that drop in hard rock. Here is the full scale, from most optimistic to a full freeze, with the resulting tunnel cost.
| Boring-machine assumption | Soft ground (US$/mi) | Rock premium | Effective (US$/mi) | Tunnels 150 km |
|---|---|---|---|---|
| A — Long-term target reached | ~5–6 | ×1.4 | 8 | 1,030 |
| B — 2030 target (realistic) | 10 | ×1.5 | 15 | 1,930 |
| C — Nashville anchor | ~14 | ×1.5 | 21.5 | 2,770 |
| D — Stagnation (plateaus early) | ~21 | ×1.5 | 32 | 4,120 |
| E — Full freeze (today's rate frozen) | ~27 | ×1.5 | 40 | 5,150 |
Calculation: effective rate (US$/mi) × 1.38 (CAD rate) × 93.2 mi (= 150 km) = tunnel cost in CA$M. Even in the full freeze at $5.15B of tunnels — three times the realistic case — the complete project reaches $18.4B, which remains, as we will see, well below the other regional megaprojects per kilometre.
The nuance that protects the project. The debate over the rock premium (+40% vs +60%) is second order: it shifts the tunnels by only about $0.25B. It is the base rate — the Prufrock trajectory — that drives the whole amplitude of the scenarios. And Québec's geology (the Lévis Formation, low-abrasiveness shales) belongs to the same Ordovician sedimentary family as Nashville's limestone, which makes the Tennessee site the best real anchor point we have.
7. The realistic scenario, in detail
The full budget of scenario B, line by line — the recommended reference baseline.
| Item | Amount ($M) |
|---|---|
| Tunnels (150 km in Québec rock, $15M/mi effective) | 1,930 |
| Stations (150, balanced mix — including ≈ $22M of spiral parking) | 1,240 |
| Underground interchanges (≈ 25 nodes) | 700 |
| Technical systems (13 sub-items, see section 3) | 3,228 |
| Dedicated evacuation shafts (~310, net) | 500 |
| Bike fleet (76,000 vehicles) | 177 |
| Québec–Lévis link (trucks, boats, terminals) | 90 |
| Land acquisition (partial) | 125 |
| Hard subtotal | 7,990 |
| Engineering and detailed design (10%) | 799 |
| Project management (5%) | 400 |
| BAPE, geotechnics, permits, consultations | 120 |
| Subtotal | 9,309 |
| Technical contingency (20%, excluding inflation) | 1,862 |
| TOTAL — realistic 2030 (interchanges and shafts included) | ≈ 11,171 |
8. Comparison with other megaprojects
The point that does not move, even after revision: the cost per kilometre stays in a category of its own. The realistic case ($74M/km) and even the full freeze ($122M/km) remain well below the other major projects in the region.
| Project | Length | Cost / km | Status |
|---|---|---|---|
| Bike Tunnel Québec (realistic) | 150 km | ≈ $74M/km | Proposed |
| Bike Tunnel Québec (full freeze, worst case) | 150 km | ≈ $122M/km | Scenario E |
| Montréal REM | 67 km | $254M/km | Partially in service |
| Québec tramway | 19 km | $305M/km | In planning |
| Québec–Lévis third road link | 8.3 km | $940M/km | Estimates $5.3 to $9.3B |
The gap rests on three unchanged factors: a far smaller tunnel diameter (3.6 m against 12 to 15 m), stations with no platforms or rail cars, and the absence of heavy rolling stock. The cycling network stays three to thirteen times cheaper per kilometre, even in its most pessimistic scenario.
Methodological honesty. The realistic scenario settles at ≈ $11.2B because every item is counted at its fair value: simulating nature, drainage and geothermal, then the underground interchanges and the evacuation shafts. Presenting the most complete figure makes the dossier more solid before an assessor: there is no hidden item to dig up. The amounts remain planning estimates; a specialist engineering study, and above all the completion of Nashville, will refine the tunnel range — the only item that really moves the total.
Download the full construction-cost breakdown (PDF)
Main sources. Québec heavy-transit comparables. REM — $9.4 B for 67 km (cost rose from $7 B in 2018 to $9.4 B in 2024, according to the Auditor General): Le Devoir, La Presse ; $125 M/km according to CDPQ Infra (98,5 Montréal, official CDPQ Infra fact sheet). Québec Tramway — $7.6 B for 19 km, entry into service planned for 2033: La Presse, Le Devoir.