No standardized area published
Assembling intelligence…
Reading listings, research log, and source-health evidence.
Reading listings, research log, and source-health evidence.
The archive documents Eskilstunabasen BasC as an airbase central command post (protected structure). Construction is recorded from 1993. Its documented role was Bas 90 central command and coordination.
No standardized area published
Published date and precision preserved
Completion date not established
No unit-attributed image · 31 in the source article
Functional recreation of the documented facility in Sweden using current construction methods and 2026 prices, preserving the documented capacity, protection, autonomy and redundancy. Ex VAT; excluding land, financing, remediation, classified mission equipment and data-centre hardware.
Provisional audited central concept screen; expected-risk calibration is pending. It is not yet a risk-adjusted expected cost.
Method, scope and confidence →Published, calculated and proxy dimensions are deliberately separated. Missing evidence stays visible instead of becoming zero.
Rock in place removed before bulking; the excavation-pricing quantity.
Internal airspace; not the amount of rock removed.
Blasted material after bulking; the haul and disposal quantity.
These cubic metres are not interchangeable.
Usable, floor or footprint area; the label is preserved because these are not always interchangeable.
No usable quantity in the reviewed source · Evidence gapRock in place removed before bulking; the quantity used to price excavation.
12% of structural scope as a buried-class screen · Audit revisionInternal air or chamber volume. It is not solid excavation without overbreak, access and support geometry.
No usable quantity in the reviewed source · Evidence gapBlasted material after bulking, or its handled mass. No swollen cubic metres are inferred when only tonnes are modelled.
No rock mass-handling scope applies to the audited morphology. · Audited morphologyLength alone is insufficient; a costable tunnel also needs width, height or cross-sectional area.
No tunnel geometry applies to the audited morphology. · Audited morphologyPublished chamber or arch geometry used to test volume and support assumptions.
No usable quantity in the reviewed source · Evidence gapRock surface requiring bolts, mesh or shotcrete, preferably measured in square metres.
Rock-support surface does not apply to this audited morphology. · Audited morphologyCounts and dimensions of access, transfer, utility and emergency interfaces.
Archetype portal/escape count. · Reviewed base modelCast inner structures and linings, kept separate from excavated rock and reinforcement mass.
Proxy for a larger protected BasC with command, reserve power, BC protection and rest space. Archetype concrete factor is 2 m³ per usable m². · Reviewed base modelGroundwater, inflow, drainage, pumping and moisture-control evidence affecting construction and operation.
No usable quantity in the reviewed source · Evidence gapThe headline answers the current replacement question. Historic cost, CPI and construction-index comparisons remain separate because they answer different questions.
Different specifications receive different estimates; they are not used as the upper and lower limits of one answer.
Preserves documented capacity, protection, autonomy and redundancy using current construction methods.
Requires a modern structural, fire, protection and supplier performance brief.
Requires IT load, cooling topology, grid capacity, redundancy and autonomy. Server hardware is excluded.
No representative facility construction cost selected
General purchasing-power comparison—not a construction quote
Broad BKI proxy—not a bunker-specific rebuild price
Scope lock. Functional recreation of the documented facility in Sweden using current construction methods and 2026 prices, preserving the documented capacity, protection, autonomy and redundancy. Ex VAT; excluding land, financing, remediation, classified mission equipment and data-centre hardware. Eskilstunabasen was a distributed Bas 60 attack base built 1960–1962 and converted toward Bas 90 from 1987, with a main runway, two built remote short runways, taxi/aircraft roads, alert and service areas, multiple dispersed fuel tanks, shelters, a buried con…
Audit revision sweden-replacement-audit-2026.08.15. The central WBS below incorporates the 61-article review. The former deterministic low/base/high cases remain available only as sensitivities and revision history.
Direct works + owner / design / investigation + legacy concept contingency
Central quantities × current installed-rate screen.
Not yet probability-weighted. The current legacy concept contingency remains separate.
22% applied to the direct-work screen.
Raw model SEK 58.6m · rounded for Confidence E.
Transitional limitation. SEK 9,969,125 is still a blanket concept contingency, not probability-weighted expected risk. This is why the amount is labelled provisional. The audited command buried WBS remains the central scope ledger.
Protected Bas 90 central-command component of Eskilstunabasen.
54/100 article-geometry completeness. Detailed source extraction is available in the original-article audit.
Confidence E · geometry completeness 54/100
Do not add this blindly to related records. Child of se-eskilstunabasen; incremental only.
Largest active lines in the audited central component schedule.
The workbook publishes one revised central schedule. Its prior low and high stress cases are retained only under sensitivities; no line-level probability distributions are implied.
Excavation, temporary works, waterproofing and backfill · SEK 588,000
Drainage, sumps and moisture control · SEK 196,000
Integrated testing, commissioning and public-safe documentation · SEK 1,237,500
| Change | Scope | Audited base | Quantity / rate basis | Provenance |
|---|---|---|---|---|
| Retained | 03High-mass reinforced-concrete shellStructural | SEK 4,900,000 | 700 m³ × SEK 7,000 / m³Class Proxy quantity · Assumption rateProxy for a larger protected BasC with command, reserve power, BC protection and rest space. Archetype concrete factor is 2 m³ per usable m². | Existing archive WBS |
| Retained | 04Installed reinforcementStructural | SEK 2,205,000 | 63,000 Kg × SEK 35 / KgClass Proxy quantity · Assumption rateProxy for a larger protected BasC with command, reserve power, BC protection and rest space. Archetype concrete factor is 2 m³ per usable m². Archetype reinforcement intensity is 90 kg per concrete m³. | Existing archive WBS |
| Retained | 05Interior construction and conventional MEPBuilding Services | SEK 15,750,000 | 350 m² / 3,767 ft² × SEK 45,000 / Usable m²Class Proxy quantity · Assumption rateProxy for a larger protected BasC with command, reserve power, BC protection and rest space. Fit-out factor is 1 times the reference scale. | Existing archive WBS |
| Retained | 06Protection, resilience and standby systemsProtection | SEK 9,000,000 | 0.5 Project × SEK 18,000,000 / ProjectAssumption quantity · Assumption rateOne protection package per 900 usable m² / 9,688 ft², subject to a 0.5-package minimum. | Existing archive WBS |
| Retained | 07Buried access, escape and utility interfacesSite And Access | SEK 6,000,000 | 1 Project × SEK 6,000,000 / ProjectAssumption quantity · Assumption rateArchetype portal/escape count. | Existing archive WBS |
| Added | R352Excavation, temporary works, waterproofing and backfill | SEK 588,000 | 12% of structural scope as a buried-class screen | Class assumption — earthworks take-off required |
| Added | R353Drainage, sumps and moisture control | SEK 196,000 | 4% of structural scope as a buried-class screen | Class assumption — site investigation/RFQ required |
| Added | R354Integrated testing, commissioning and public-safe documentation | SEK 1,237,500 | 5% of MEP/protection/mission-system scope | Class assumption — commissioning plan required |
Active base WBS SEK 39,876,500 · owner/design and contingency are added in the scenario cards above · 12 removed rows across the archive remain visible as change history.
The three inputs most likely to move the current screen.
These deterministic stress cases simultaneously vary quantities, rates, scope allowances and contingency. They are not confidence intervals and no longer serve as the headline answer.
Links support a rate, scope boundary or method. Context-only sources are not represented as quotations.
Public ready-mix material check only; installed underground rates require RFQ.
Public retail material check only; cutting, bending, fixing, waste and underground logistics require RFQ.
Ordinary critical-facility sanity check, not protected-bunker equivalence.
Public sources establish specialized tested products but not project prices.
Bas 90 central command and coordination.
BasC construction began.
B0113 reviewed claims. Evidence locators resolve against the stored article hash or archived snapshot.
| Subject | Claim | Value | Date | Evidence | Certainty |
|---|---|---|---|---|---|
| milestone | Event | BasC construction began. | 1993 | B011 | Reported |
| technical system | BasC | Protected BasC had reserve power, biological/chemical protection and rest spaces. | — | B056 | Reported |
| protection | Protected BasC | Designed for continued command with reserve power and filtered/protective environmental systems. | — | B056 | Reported |
No named project parties were extracted.