Form 8-K

8-K — Jaguar Uranium Corp.

Accession: 0001213900-26-110700

Filed: 2026-10-19

Period: 2026-10-13

CIK: 0002039273

SIC: 1000 (METAL MINING)

Item: Regulation FD Disclosure

Item: Other Events

Item: Financial Statements and Exhibits

Documents

8-K — ea0308958-8k_jaguar.htm (Primary)

EX-23.1 — CONSENT OF SCOTT JOBIN-BEVANS, P.GEO., PH.D., PMP (CARACLE CREEK CHILE SPA) (ea030895801ex23-1.htm)

EX-23.2 — CONSENT OF SIMON J.A. MORTIMER, FAIG, M.SC. (ATTICUS GEOSCIENCE CONSULTING LTD.) (ea030895801ex23-2.htm)

EX-99 — S-K 1300 MINERAL RESOURCE ESTIMATE ON THE LAGUNA SALADA URANIUM-VANADIUM DEPOSIT AND TECHNICAL REPORT SUMMARY FOR THE LAGUNA SALADA URANIUM-VANADIUM PROJECT, DATED OCTOBER 16, 2026, WITH AN EFFECTIVE DATE OF OCTOBER 5, 2026 (ea030895801ex96-1.htm)

EX-99.1 — PRESS RELEASE DATED OCTOBER 13, 2026 (ea030895801ex99-1.htm)

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XML — IDEA: XBRL DOCUMENT (R1.htm)

8-K — CURRENT REPORT

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UNITED STATES

SECURITIES AND EXCHANGE COMMISSION

Washington, D.C. 20549

FORM 8-K

CURRENT REPORT

Pursuant to Section 13 or 15(d)

of The Securities Exchange Act of 1934

Date of Report (Date of earliest event reported):

October 13, 2026

Jaguar Uranium Corp.

(Exact name of registrant as specified in its charter)

British Columbia

001-43094

Not applicable

(State or other jurisdiction

of incorporation)

(Commission File Number)

(IRS Employer

Identification No.)

3-1136 Centre Street

Thornhill, Ontario L4J 3M8

Canada

(Address of principal executive offices) (Zip Code)

(416) 648-4065

(Registrant’s telephone number, including

area code)

Not applicable

(Former name or former address, if changed since

last report.)

Check the appropriate box below if the Form 8-K

filing is intended to simultaneously satisfy the filing obligation of the registrant under any of the following provisions:

☐

Written communications pursuant to Rule 425 under the Securities Act (17 CFR 230.425)

☐

Soliciting material pursuant to Rule 14a-12 under the Exchange Act (17 CFR 240.14a-12)

☐

Pre-commencement communications pursuant to Rule 14d-2(b) under the Exchange Act (17 CFR 240.14d-2(b))

☐

Pre-commencement communications pursuant to Rule 13e-4(c) under the Exchange Act (17 CFR 240.13e-4(c))

Securities registered pursuant to Section 12(b) of the Act:

Title of each class

Trading Symbol

Name of each exchange on which registered

Class A common shares, no par value

JAGU

NYSE American LLC

Indicate by check mark whether the registrant

is an emerging growth company as defined in Rule 405 of the Securities Act of 1933 (§230.405 of this chapter) or Rule 12b-2 of the

Securities Exchange Act of 1934 (§240.12b-2 of this chapter).

Emerging growth company ☒

If an emerging growth company, indicate by check

mark if the registrant has elected not to use the extended transition period for complying with any new or revised financial accounting

standards provided pursuant to Section 13(a) of the Exchange Act. ☐

Item 7.01. Regulation

FD Disclosure.

On October 13, 2026,

Jaguar Uranium Corp. (the “Company”) issued a press release announcing an independent mineral resource estimate (the “MRE”),

with an effective date of October 5, 2026, for the Laguna Salada Uranium-Vanadium Deposit within the Company’s 100%-owned Laguna

Salada Uranium-Vanadium Project located in Chubut Province, Argentina (the “Project”). A copy of the press release is furnished

as Exhibit 99.1 to this Current Report on Form 8-K. The MRE is supported by the Technical Report Summary described in Item 8.01 below,

which is filed as Exhibit 96.1 to this Current Report on Form 8-K.

The information presented

in Item 7.01 of this Current Report on Form 8-K and Exhibit 99.1 is being furnished and shall not be deemed “filed” for purposes

of Section 18 of the Securities Exchange Act of 1934, as amended (the “Exchange Act”), or otherwise subject to the liabilities

of that section, nor shall it be deemed incorporated by reference in any filing under the Securities Act of 1933, as amended (the

“Securities Act”), or the Exchange Act, regardless of any general incorporation language in such filing, except as expressly

set forth by specific reference in such a filing.

Cautionary Note Regarding

Mineral Resources

The Company is subject

to the reporting requirements of the Exchange Act and applicable U.S. securities laws, and the scientific and technical information in

this Current Report on Form 8-K and Exhibit 96.1 has been prepared in accordance with subpart 1300 of Regulation S-K (“S-K 1300”).

The terms “mineral resource,” “measured mineral resource,” “indicated mineral resource” and “inferred

mineral resource” have the meanings given in S-K 1300. Mineral resources are not mineral reserves and do not have demonstrated economic

viability. The Company has not declared any mineral reserves for the Project, and the Technical Report Summary does not include an economic

analysis. The estimate of mineral resources may be materially affected if mining, metallurgical or infrastructure factors change. Inferred

mineral resources are subject to a high degree of geological uncertainty, have a lower level of confidence than indicated mineral resources,

may not be converted to mineral reserves and should not be assumed to be upgraded to a higher category. The MRE relies substantially on

historical exploration, sampling and metallurgical data. Statements in this Current Report on Form 8-K and Exhibits 96.1 and 99.1 regarding

the MRE, planned exploration and the potential of the Project are forward-looking statements subject to risks and uncertainties that could

cause actual results to differ materially.

Item 8.01 Other Events.

The Company has completed a technical report summary for the Project, titled S-K 1300 Mineral Resource Estimate on the Laguna Salada Uranium-Vanadium

Deposit and Technical Report Summary for the Laguna Salada Uranium-Vanadium Project,” dated October 16, 2026, with an effective

date of October 5, 2026 (the “TRS”), which has been prepared in accordance with the requirements of S-K 1300. The TRS was

prepared by Caracle Creek Chile SpA and Atticus Geoscience Consulting Ltd., and authored by Scott Jobin-Bevans, P.Geo., Ph.D., PMP, and

Simon J.A. Mortimer, FAIG, M.Sc., each a “qualified person” as such term is defined in S-K 1300. A copy of the TRS is filed

as Exhibit 96.1 to this Current Report on Form 8-K and is incorporated herein by reference. The consents of the qualified persons are

filed as Exhibits 23.1 and 23.2.

Item 9.01 Financial Statements and Exhibits.

(d) Exhibits.

Exhibit No.

Description

23.1

Consent of Scott Jobin-Bevans, P.Geo., Ph.D., PMP (Caracle Creek Chile SpA)

23.2

Consent of Simon J.A. Mortimer, FAIG, M.Sc. (Atticus Geoscience Consulting Ltd.)

96.1

S-K 1300 Mineral Resource Estimate on the Laguna Salada Uranium-Vanadium Deposit and Technical Report Summary for the Laguna Salada Uranium-Vanadium Project, dated October 16, 2026, with an effective date of October 5, 2026

99.1

Press Release dated October 13, 2026

104

Cover Page Interactive Data File (embedded within the Inline XBRL document)

Signatures

Pursuant to the requirements of the Securities

Exchange Act of 1934, the registrant has duly caused this report to be signed by the undersigned hereunto duly authorized.

Date: October 19, 2026

Jaguar Uranium Corp.

By:

/s/ Steven Gold

Name:

Steven Gold

Title:

President and Chief Executive Officer

EX-23.1 — CONSENT OF SCOTT JOBIN-BEVANS, P.GEO., PH.D., PMP (CARACLE CREEK CHILE SPA)

EX-23.1

Filename: ea030895801ex23-1.htm · Sequence: 2

Exhibit 23.1

CONSENT OF QUALIFIED PERSON

I, Scott Jobin-Bevans, in connection with the

Jaguar Uranium Corp. (the “Company”) Current Report on Form 8-K filed with the U.S. Securities and Exchange Commission

on October 19, 2026 (the “Form 8-K”), consent to:

● the public filing by the Company of the technical report

summary titled “S-K 1300 Mineral Resource Estimate on the Laguna Salada Uranium-Vanadium Deposit and Technical Report Summary for

the Laguna Salada Uranium-Vanadium Project” dated October 16, 2026 with an effective date of October 5, 2026 (the “Technical

Report Summary”), that was prepared in accordance with Subpart 1300 of Regulation S-K promulgated by the U.S. Securities and

Exchange Commission, as an exhibit to and referenced in the Form 8-K;

● the use of extracts from, and summaries of, the Technical

Report Summary in the Form 8-K and the press release attached as an exhibit to the Form 8-K (the “Press Release”);

● the use of and references to my name, including my status

as an expert and a “qualified person” (as defined in Subpart 1300 of Regulation S-K), in connection with the Form 8-K, the

Press Release and the Technical Report Summary; and

● the information derived, summarized, quoted or referenced

from the Technical Report Summary, or portions thereof, that was prepared by the undersigned, that the undersigned supervised the preparation

of and/or that was reviewed and approved by the undersigned, that is included or incorporated by reference in the Form 8-K and the Press

Release.

I am responsible for authoring, and this consent

pertains to the following Sections of the Technical Report Summary: 1.1 to 1.13, 1.15, 1.16, 2, 3, 4, 5, 6, 7, 9, 10, 12 .4, 1.14, 1.15,

1.16, 2.4, 3.12, 7.14, 8, 9, 10 and 12 to 25.

Dated this 19th day of October 2026.

/s/ Scott Jobin-Bevans

Scott Jobin-Bevans (P.Geo. #0183, Ph.D., PMP)

EX-23.2 — CONSENT OF SIMON J.A. MORTIMER, FAIG, M.SC. (ATTICUS GEOSCIENCE CONSULTING LTD.)

EX-23.2

Filename: ea030895801ex23-2.htm · Sequence: 3

Exhibit 23.2

CONSENT OF QUALIFIED PERSON

I, Simon J.A. Mortimer, in connection with the

Jaguar Uranium Corp. (the “Company”) Current Report on Form 8-K filed with the U.S. Securities and Exchange Commission

on October 19, 2026 (the “Form 8-K”), consent to:

● the public filing by the Company of the technical report summary titled “S-K 1300 Mineral Resource

Estimate on the Laguna Salada Uranium-Vanadium Deposit and Technical Report Summary for the Laguna Salada Uranium-Vanadium Project”

dated October 16, 2026 with an effective date of October 5, 2026 (the “Technical Report Summary”), that was prepared

in accordance with Subpart 1300 of Regulation S-K promulgated by the U.S. Securities and Exchange Commission, as an exhibit to and referenced

in the Form 8-K;

● the use of extracts from, and summaries of, the Technical Report Summary in the Form 8-K and the press

release attached as an exhibit to the Form 8-K (the “Press Release”);

● the use of and references to my name, including my status as an expert and a “qualified person”

(as defined in Subpart 1300 of Regulation S-K), in connection with the Form 8-K, the Press Release and the Technical Report Summary; and

● the information derived, summarized, quoted or referenced from the Technical Report Summary, or portions

thereof, that was prepared by the undersigned, that the undersigned supervised the preparation of and/or that was reviewed and approved

by the undersigned, that is included or incorporated by reference in the Form 8-K and the Press Release.

I am responsible for authoring, and this consent

pertains to the following Sections of the Technical Report Summary: 1.1.4, 1.14, 1.15, 1.16, 2.4, 3.12, 7.14, 8, 9, 11, 21, 22, 23 and

25.

Dated this 19th day of October 2026.

/s/ Simon Mortimer

Simon J.A. Mortimer (FAIG #7795, M.Sc.)

EX-99

Filename: ea030895801ex96-1.htm · Sequence: 4

Exhibit 96.1

S-K 1300 Mineral Resource Estimate

on the Laguna Salada Uranium-Vanadium

Deposit and

Technical Report Summary for the

Laguna Salada Uranium-Vanadium Project

Chubut Province

Argentina

Prepared for:

Jaguar Uranium Corp.

3-1136 Centre Street

Thornhill, Ontario, Canada, L4J 3M8

Prepared by:

Caracle Creek Chile SpA

Benjamin 2935, OF 302

Las Condes, Santiago, Chile

and

Atticus Geoscience Consulting Ltd.

Tremough Innovation Centre

SF030 Penryn, Cornwall, United Kingdom

Mineral Resource Estimate and Report Effective:

5 October 2026

Report Issued: 16 October 2026

Qualified Persons:

Scott Jobin-Bevans (P.Geo., Ph.D., PMP)

Principal Geoscientist

Caracle Creek Chile SpA

Simon J.A. Mortimer (FAIG, M.Sc.)

Professional Geologist

Atticus Geoscience Consulting Ltd.

Project:

760.26.00.CH

Jaguar Uranium Corp.: Laguna Salada Uranium-Vanadium Deposit

S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Table of Contents

List of Tables

List of Figures

1.0 Executive Summary

1.1 Introduction

1.1.1 Purpose

1.1.2 Previous Technical Reports

1.1.3 Effective Date

1.1.4 Qualifications of Consultants

1.2 Personal Inspection

1.3 Reliance on Information Provided by the Registrant

1.4 Property Description and Location

1.4.1 Mineral Disposition

1.4.2 Holding Costs and Annual Requirements

1.4.3 Current Work Permits and Work Status

1.4.4 Landholder and Community Consultation

1.4.5 Environmental Requirements, Status and Liabilities

1.4.6 Royalties and Obligations

1.5 Accessibility, Climate, Local Resources, Infrastructure and Physiography

1.5.1 Climate and Operating Season

1.5.2 Local Resources and Infrastructure

1.5.3 Physiography

1.5.4 Water Availability

1.6 History

1.6.1 Historical Mineral Resource Estimates

1.7 Geological Setting and Mineralization

1.7.1 Mineralization

1.8 Deposit Types

1.9 Exploration

1.10 Drilling

1.11 Sample Preparation, Analysis and Security

1.12 Data Verification

1.13 Mineral Processing and Metallurgical Testing

1.14 Mineral Resource Estimates

1.14.1 Reasonable Prospects for Eventual Economic Extraction and Cut-Off

1.14.2 Mineral Resource Statement

1.15 Interpretation and Conclusions

1.15.1 Risks and Uncertainties

1.15.2 Exploration Opportunities

1.16 Recommendations

2.0 Introduction

2.1 Purpose

2.2 Previous Technical Reports

2.3 Effective Date

2.4 Qualifications of Consultants

2.5 Personal Inspection

Caracle Creek Chile SpA Page 1 of 194

Jaguar Uranium Corp.: Laguna Salada Uranium-Vanadium Deposit

S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

2.6 Sources of Information

2.7 Commonly Used Terms, Initialisms and Units of Measure

2.7.1 WGS84 Versus POSGAR 94 / ARGENTINA 3

3.0 Property Description

3.1 Property Location

3.2 Mineral Disposition

3.3 Holding Costs and Annual Requirements

3.4 Surface Rights and Legal Access

3.5 Project Ownership and Initial Transaction

3.6 Mineral Land Tenure System - Argentina

3.6.1 Cateo (Exclusive Exploration Right)

3.6.2 Manifestación de Descubrimiento (Exploration)

3.6.3 Mina (Mining Concession)

3.6.4 Pertenencia

3.7 Government Taxation and Royalties

3.7.1 Corporate Income Tax

3.7.2 Provincial Mining Royalties

3.8 Current Work Permits and Work Status

3.9 Landholder and Community Consultation

3.10 Environmental Requirements, Status and Liabilities

3.11 Royalties and Obligations

3.12 Other Significant Factors and Risks

4.0 Accessibility, Climate, Local Resources, Infrastructure and Physiography

4.1 Accessibility

4.1.1 Surface Rights and Access

4.2 Climate and Operating Season

4.3 Local Resources and Infrastructure

4.3.1 Labour

4.4 Physiography

4.4.1 Water Availability

4.4.2 Flora and Fauna

5.0 History

5.1 Ownership and Land Tenure History

5.2 CNEA (1978-Early 1980s)

5.3 Mega Uranium Ltd. (2007-2010)

5.3.1 Reverse Circulation Drilling

5.3.2 Early Trenching and Pitting

5.3.3 Guanaco Area

5.3.4 Lago Seco Area

5.3.5 Buried Lake Area

5.4 U3O8 Corporation (2010-2016)

5.4.1 La Susana Prospect

5.4.2 La Rosada Prospect

5.5 IsoEnergy Ltd. (2021-2022)

5.5.1 Stratigraphy of the La Rosada, Delfin and Pescado Prospect Areas

5.5.2 La Rosada Sampling

5.6 Historical Mineral Resource Estimates

Caracle Creek Chile SpA Page 2 of 194

Jaguar Uranium Corp.: Laguna Salada Uranium-Vanadium Deposit

S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

6.0 Geological Setting, Mineralization and Deposit

6.1 Regional Geology

6.2 Local Geology and Mineralization

6.3 Property Geology

6.4 Mineralization

6.4.1 Guanaco Area

6.4.2 Lago Seco Area

6.4.3 Buried Lake Area

6.4.4 La Rosada Area

6.5 Laguna Salada Deposit - Geology and Mineralization

6.5.1 Host Rocks and Stratigraphy

6.5.2 Structure

6.5.3 Alteration and Mineralization

6.6 Deposit Types

6.6.1 Surficial Uranium Deposits

6.6.2 Mineralization Model for Laguna Salada

6.6.3 Volcanic-Hosted Mineralization

7.0 Exploration

7.1 Drilling

7.1.1 Reverse Circulation Drilling

7.1.2 Limitations of Drilling

7.1.3 Buried Lake Drilling

7.1.4 Future Drilling Considerations

7.2 Hydrogeology and Geotechnical Data

8.0 Sample Preparation, Analyses and Security

8.1 Overview

8.2 Historical Sampling (2007-2016)

8.2.1 Sample Spacing and Data Capture

8.2.2 Evolution of Sampling Methods

8.2.2.1 Manual Excavation

8.2.2.2 Mechanical Excavation

8.2.3 Sample Quality

8.3 Historical Sampling (La Rosada 2022)

8.4 Historical Sample Preparation and Analysis

8.4.1 Sample Preparation and Analysis (2007-2008)

8.4.2 Sample Preparation and Analysis (2008-2016)

8.4.3 Sample Preparation and Analysis (2022)

8.5 Historical Sample Security

8.5.1 Sample Security (2010-2014)

8.5.2 Sample Security (2022)

8.6 Historical Quality Assurance/Quality Control

8.6.1 QA/QC (Pre-2010)

8.6.2 QA/QC (2010-2014)

8.6.3 QA/QC (2022)

8.6.4 QA/QC Interpretation – La Rosada

101

8.7 Historical Independent Sampling (2010)

104

8.8 Sampling and QA/QC Summary

106

9.0 Data Verification

107

9.1 Internal-External Data Verification

107

9.2 Verification Performed by the QPs

107

Caracle Creek Chile SpA Page 3 of 194

Jaguar Uranium Corp.: Laguna Salada Uranium-Vanadium Deposit

S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

10.0 Mineral Processing and Metallurgical Testing

107

10.1 U3O8 Corporation (2010-2014)

107

10.1.1 Beneficiation Characteristics

108

10.1.2 Leach Response

110

10.1.3 Gypsum and Reagent Consumption

110

10.1.4 Conceptual Processing Route

110

10.2 Metallurgical Interpretation and Further Test Work

111

10.3 Conclusions

111

11.0 Mineral Resource Estimates

112

11.1 Introduction

112

11.2 Surface Control

112

11.3 Pit, Trench and Drill Hole Database

113

11.3.1 Location Control and Downhole Survey Information

114

11.3.2 Assay Data and Sample Summary

115

11.3.3 Screened and Unscreened Data Treatment in the Resource Database

115

11.3.4 QA/QC Procedures and Data Integrity

116

11.3.5 Composite Data

117

11.4 Estimation Methodology

119

11.5 Geological Interpretation and Modelling

119

11.5.1 Lithology Model

120

11.5.2 Mineralization Model

123

11.6 Exploratory Data Analysis and Estimation Domains

127

11.7 Contact Analysis, Compositing and Capping

131

11.7.1 Screened and Unscreened Sample Treatment

131

11.7.2 Contact Analysis

134

11.7.3 Compositing and Grade Capping

136

11.8 Specific Gravity

140

11.9 Block Modelling

142

11.10 Variography

144

11.11 Estimation Strategy

148

11.11.1 Estimation Methodology

149

11.12 Block Model Validation

151

11.12.2 Visual Validation

151

11.12.3 Statistical Validation

154

11.12.4 Swath Plots (Spatial Validation)

155

11.13 Mineral Resource Classification

159

11.14 Reasonable Prospects for Eventual Economic Extraction and Cut-Off

161

11.14.1 NSR Calculation

162

11.14.2 Open-Pit Cut-Off Value

162

11.15 Sensitivity Analysis

164

11.16 Mineral Resource Statement

173

11.17 Mineral Resource Estimate Summary

176

12.0 Mineral Reserve Estimates

177

13.0 Mining Methods

177

14.0 Processing and Recovery Methods

177

15.0 Infrastructure

177

16.0 Market Studies

177

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

17.0 Environmental Studies, Permitting and Plans, Negotiations or Agreements with Local Individuals or Groups

177

18.0 Capital and Operating Costs

177

19.0 Economic Analysis

177

20.0 Adjacent Properties

177

21.0 Other Relevant Data and Information

177

22.0 Interpretation and Conclusions

178

22.1 Overview

178

22.2 Property Description

178

22.3 Geology and Target Type

178

22.4 Exploration and Drilling

179

22.5 Sampling, QA/QC and Data Verification

180

22.6 Metallurgical Test Work

181

22.7 Mineral Resource Estimate

181

22.8 Risks and Uncertainties

183

22.9 Exploration Opportunities

183

23.0 Recommendations

184

23.1 Program Implementation, Prioritisation and Budget

185

23.2 Immediate Priority Work

185

23.2.1 Permitting, Land Access and Future Mining Method Review

185

23.2.2 Database Verification and Confirmatory Sampling

186

23.2.3 Geological Model, Grade Variability and Radiometric Calibration

186

23.2.4 Mineral Resource Infill Sampling Program

187

23.2.5 Metallurgical Variability and Vanadium Recovery

187

23.2.6 Hydrogeology and Water Chemistry

188

23.2.7 Preliminary Mining and Geotechnical Information

188

23.2.8 Environmental, Social and Radiological Baseline

188

23.3 Conditional Follow-On Work

188

23.3.1 Further Mineral Resource Conversion and Expansion

189

23.3.2 Additional Property Exploration – La Susana and La Rosada

189

23.3.3 Regional Exploration

189

23.3.4 Pilot Testing, Bulk Sampling and Trial Mining

189

23.3.5 Subsequent Mineral Resource and Economic Evaluation

189

24.0 References

190

25.0 Reliance on Information Provided by the Registrant

191

26.0 Date and Signature Page

192

List of Tables

Table 1-1.

Responsibility matrix for the preparation of the Report sections

by the Authors.

Table 1-2.

Mineral Resource Statement for the Laguna Salada U-V Project,

using a US$12.08/t NSR cut-off value.

Table 1-3.

Recommended Immediate Priority Work Program for the Laguna

Salada Project.

Table 1-4.

Recommended Staged Work Program and Budget, including the Conditional

Follow-on Work Plan.

Table 2-1.

Responsibility matrix for the preparation of the Report sections

by the Authors.

Table 2-2.

Waypoints collected by the Principal Author during the Personal

Inspection of the Property (WGS84 Z19S).

Table 2-3.

Commonly used units of measure, abbreviations, initialisms

and technical terms.

Table 2-4.

Conversions for common units.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Table 3-1.

Summary of the 28 Laguna Salada mining concessions, Chubut

Province, Argentina.

Table 3-2.

Annual holding costs for the Laguna Salada U-V Project (Manifestaciones

de Descubrimiento).

Table 3-3.

Laguna Salada mining concessions and associated underlying

landowners. Coding in “ID” column is tied to the underlying lands shown in Figure 4-3.

Table 3-4.

Laguna Salada mining concessions, file numbers, IIA approval

files and expiry dates.

Table 4-1.

Access to Laguna Salada Project, Chubut Province, Argentina.

Table 5-1.

Summary of historical ownership and exploration milestones.

Table 5-2.

Summary of early reconnaissance trenching at Laguna Salada.

Table 5-3.

Assay results from channel sampling of the mineralized gravel

at the La Susana area.

Table 5-4.

High-grade assay results, vertical channel samples through

the mineralized layer, La Rosada.

Table 5-5.

High-grade assay results, channel sampling, basement-style

mineralization, La Rosada.

Table 5-6.

Uranium geochemistry summary statistics for La Rosada 2022

sampling.

Table 5-7.

Vanadium geochemistry summary statistics for La Rosada 2022

sampling.

Table 6-1.

Resource examples from surficial uranium deposits. (Inwood

and Goode, 2011).

Table 7-1.

Summary of all known drilling completed on the Laguna Salada

Project (2008).

Table 8-1.

Expected values for uranium and vanadium in Maple standards.

Table 8-2.

Uranium and vanadium values for field blanks.

Table 8-3.

Uranium and vanadium values for project standards and ASI internal

standards.

Table 8-4.

Independent sampling data for the Laguna Salada Project by

Inwood and Goode (2011).

106

Table 8-5.

Original sampling data for the Laguna Salada Project.

106

Table 10-1.

Summary of key historical beneficiation and metallurgical results.

109

Table 11-1.

Summary of the sampling information relevant to the mineral

resource estimation.

114

Table 11-2.

Summary of screened and unscreened data treatment for the estimation

dataset.

116

Table 11-3.

Summary statistics for the full composite dataset.

118

Table 11-4.

Composite statistics by domain.

118

Table 11-5.

Summary statistics for U₃O₈ and V₂O₅

composites by mineralized area.

128

Table 11-6.

Correlation matrix for NT-V₂O₅ and NT-U₃O₈

composite variables.

131

Table 11-7.

Estimation-domain approach supported by exploratory data analysis.

131

Table 11-8.

Paired screened and unscreened U₃O₈ regression

statistics by mineralized area.

132

Table 11-9.

Final grade-capping approach by estimation domain.

138

Table 11-10.

Summary of average bulk-density measurements by assigned lithological

unit.

141

Table 11-11.

Summary of 22 L and 65 L bulk-density measurements by assigned

lithological unit.

142

Table 11-12.

Parameters for the Laguna Salada unrotated block model.

144

Table 11-13.

Summary of variography input settings and experimental parameters.

145

Table 11-14.

Summary of variogram model interpretation by estimation domain.

146

Table 11-15.

Summary of QKNA results by estimation domain and pass.

150

Table 11-16

Estimation search strategy by domain and pass.

150

Table 11-17.

Comparison of input composite means and mass-weighted block-model

means for U₃O₈ and V₂O₅ by mineralized area (Atticus, 2026).

155

Table 11-18.

Mineral Resource classification criteria, Laguna Salada Project.

161

Table 11-19.

Parameters used for the calculation of NSR and U₃O₈

equivalent grade, Laguna Salada Project.

162

Table 11-20.

Parameters used to calculate the NSR open-pit cut-off value,

Laguna Salada Project.

162

Table 11-21.

Parameters used to calculate the U₃O₈-only economic

cut-off grade, Laguna Salada Project.

163

Table 11-22.

Pit optimisation and operating assumptions used for the Laguna

Salada RPEEE assessment.

163

Table 11-23.

Grade-tonnage sensitivity values for the Laguna Salada domain

at varying NSR cut-off values.

165

Table 11-24.

Grade-tonnage sensitivity values for the Pampa de Arroqui domain

at varying NSR cut-off values.

167

Table 11-25.

Grade-tonnage sensitivity values for the Buried Lake pit constrained

domain at varying NSR cut-off values.

171

Table 11-26.

Mineral Resource Statement for the Laguna Salada U-V Project,

using US$12.08/t NSR cut-off.

174

Table 23.1

Recommended Immediate Priority Work Program for the Laguna

Salada Project.

184

Table 23.2.

Recommended Staged Work Program and Budget, including the Conditional

Follow-on Work Plan.

185

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

List of Figures

Figure 2-1.

Selection of photos taken by Dr. Jobin-Bevans during his Personal

Inspection of the Property. (A) Typical landscape on the Property, along highway R48. (B) Scott Jobin-Bevans (left) and Sebastian Gomez

on the Property. (C) Dr. Owen Miller (left) and Sebastian Gomez taking scintillometer readings on the Property. (D) Sebastian Gomez taking

a scintillometer reading on the Property. (E) Typical background scintillometer reading (K = 1.36%, U = 4.4 ppm, Th = 5.1ppm) from area

of disturbed gravel (grey areas). (F) Typical fence line with open gate put in by a surface rights holder within the area of the Property.

(Caracle Creek, 2026).

Figure 2-2.

Travel to the Property from Trelew (blue track) for the Personal

Inspection; the Property concessions are outlined in red (Caracle Creek, 2026).

Figure 3-1.

Location of the Laguna Salada U-V Project in Chubut Province,

Argentina (Atticus, 2026).

Figure 3-2.

Mining concession map showing the Laguna Salada Property over

a digital elevation model (Atticus, 2026).

Figure 3-3.

Underlying surface ownership (see Table 4-3) and the

28 concessions that comprise the Laguna Salada Project (Atticus, 2026).

Figure 4-1.

Access to the Laguna Salada Project, Chubut Province, Argentina

(Atticus, 2026).

Figure 4-2.

Regional infrastructure relative to the Laguna Salada Project,

Argentina (Atticus, 2026).

Figure 4-3.

Province-scale topography (digital elevation model) and location

of the Laguna Salada Project, Chubut Province, Argentina (Atticus, 2026).

Figure 4-4.

General view and typical physiography of the Laguna Salada

Property and area (Caracle Creek, 2026).

Figure 5-1.

Map showing the extent of the CNEA radiometric survey that

covers part of the Laguna Salada Project (Tenova, 2014).

Figure 5-2.

Radiometric anomalies and trenching at Laguna Salada (after

Inwood and Goode, 2011) (Miller, 2024).

Figure 5-3.

Map showing the boreholes drilled in prior exploration of the

Laguna Salada Project and the location of trenches from which samples were taken for prior metallurgical test work (Tenova, 2014).

Figure 5-4.

Trenching and drilling at Guanaco (after Inwood and Goode,

2011) (Miller, 2024).

Figure 5-5.

Grade-thickness distribution map of the Guanaco Region, U3O8

(ppm) x m (after Inwood and Goode, 2011) (Miller, 2024).

Figure 5-6.

Geology and mineralization at the Guanaco area. Note extreme

vertical exaggeration (after Inwood and Goode, 2011) (Miller, 2024).

Figure 5-7.

Map showing the location of trenches and drill hole collars

in the Lago Seco area (after Inwood and Goode, 2011) (Miller, 2024).

Figure 5-8.

Grade-thickness distribution map of the Lago Seco area, U3O8

ppm x m (after Inwood and Goode, 2011) (Miller, 2024).

Figure 5-9.

Stacked sections showing the distribution of mineralization

in the Lago Seco Area. Note the extreme vertical exaggeration (after Inwood and Goode, 2011) (Miller, 2024).

Figure 5-10.

Map showing the location of trenches and drill hole collars

in the Buried Lake area of the Laguna Salada Project. (after Inwood and Goode, 2011) (Miller, 2024).

Figure 5-11.

Grade-thickness distribution map of the Buried Lake region,

U3O8 ppm x metres (after Inwood and Goode, 2011) (Miller, 2024).

Figure 5-12.

Laguna Salada Property (historical boundary) showing the location

of La Susana and La Rosada sampling (Miller, 2024).

Figure 5-13.

La Susana area of the Laguna Salada Property (historical boundary)

showing surface sample locations and U3O8 ppm concentrations (Miller, 2024).

Figure 5-14.

La Susana area of the Laguna Salada Property (historical boundary)

showing surface sample locations and V2O5 ppm concentrations (Miller, 2024).

Figure 5-15.

La Rosada area of the Laguna Salada Property (historical boundary)

showing surface sample locations and U3O8 ppm concentrations (Miller, 2024).

Figure 5-16.

La Rosada area of the Laguna Salada Property (historical boundary)

showing surface sample locations and V2O5 ppm concentrations (Miller, 2024).

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 5-17.

Local geology around the Delfin and Pescado prospects at the

La Rosada area (Miller, 2024).

Figure 5-18.

Unit 3 - Fossil rich Sediment (Salamanca Formation): Beige

colour, fine-grained texture. Shell fossils 8 cm x 7 cm, 3.0% in calcareous matrix supported. 0.4 metres thick (Miller, 2024).

Figure 5-19.

Unit 5 - Fossil rich Sediment (Salamanca Formation): White-Beige

color, fine-grained texture. Shell fossils 8 cm x 7 cm, turritella 4 cm x 1.5 cm, 3.0% in calcareous matrix supported. 1.0 metres thick

(Miller, 2024).

Figure 5-20.

Unit 3 - Fossil rich Sediment (Salamanca Formation): Beige

color, fine-grained texture. Shell fossils 8 cm x 7 cm, 3.0% in calcareous matrix supported. 0.4 metres thick (Miller, 2024).

Figure 5-21.

Unit 3 - Fossil rich Sediment (Salamanca Formation): Beige

color, fine-grained texture. Shell fossils 8 cm x 7 cm, 3.0% in calcareous matrix supported. 0.4 metres thick (Miller, 2024).

Figure 5-22.

Unit 5 - Fossil rich Sediment (Salamanca Formation): White-Beige

color, fine grain texture. Shell fossils 8 cm x 7 cm, turritella 4 cm x 1.5 cm, 3.0% in calcareous matrix supported. 1.0 metres thick

(Miller, 2024).

Figure 5-23.

Stratigraphic column at La Rosada, Delfin and Pescado prospect

areas (Miller, 2024).

Figure 5-24.

Surface sample locations and U3O8 concentrations at the La

Rosada area (Miller, 2024).

Figure 5-25.

Surface sample locations and V2O5 concentrations at La Rosada

area (Atticus, 2026).

Figure 5-26.

Scintillometer readings in counts per second (cps) at La Rosada

(Atticus, 2026).

Figure 6-1.

Location of the Laguna Salada Project in Chubut Province, Argentina

(Atticus, 2026).

Figure 6-2.

Laguna Salada Project concessions and surrounding topographic

setting, Chubut Province, Argentina (Atticus, 2026).

Figure 6-3.

Cenozoic stratigraphy of the Golfo San Jorge Basin/central

Patagonia, Chubut, Argentina. Stratigraphic and lithological columns showing lower Manfil Fm., Salamanca Fm., Montemayor Fm. (Pampa de

Arroqui) – the Gran Laguna Salada Formation overlies the Montemayor Formation but is not shown (modified after Ardolino et al.,

2003).

Figure 6-4.

Stratigraphic column of the San Jorge Basin showing the units

present in the Laguna Salada Project area and the lithostratigraphic location of the uranium-vanadium mineralization (modified after

Ardolino et al., 2003).

Figure 6-5.

Local geology for the La Rosada area (Atticus, 2026).

Figure 6-6.

Geology and mineralization at the Guanaco area. Note extreme

vertical exaggeration (after Inwood and Goode, 2011) (Miller, 2024).

Figure 6-7.

Stacked sections showing the distribution of mineralization

in the Lago Seco area. Note extreme vertical exaggeration (after Inwood and Goode, 2011; Miller, 2024).

Figure 6-8.

Buried Lake schematic cross section showing the lower mineralized

horizon (after Inwood and Goode, 2011; Miller, 2024).

Figure 6-9.

Typical profile at La Rosada, with soil developed over unconsolidated

sediment containing uranium-vanadium mineralization as carnotite coatings and rinds on sub-rounded gravel clasts (Miller, 2024).

Figure 6-10.

Unconsolidated sediment with uranium-vanadium mineralization

as carnotite coatings and rinds on sub-rounded gravel clasts (Miller, 2024).

Figure 6-11.

Typical east-west sections N 5,089,500 and N 5,089,000 through

the Lago Seco and Guanaco sectors, showing the stratigraphic relationship between the Gran Laguna Salada, Pampa de Arroqui and Salamanca

formations and the position of the mineralized horizon (Inwood and Goode, 2011).

Figure 6-12.

Genetic model for the formation of surficial uranium deposits

(Miller, 2024).

Figure 6-13.

Geological map of Laguna Salada showing possible metallogenic

pathways (after Inwood and Goode, 2011; Miller, 2024).

Figure 8-1.

Plan map showing the location of the trenches and pits at Laguna

Salada, coloured according to the sampling method used (after Tenova, 2014) (Miller, 2024).

Figure 8-2.

Soil profile and Horizon D, unconsolidated sediments (Miller,

2024).

Figure 8-3.

Auger drilling (excavation) of the 1.20 m by 0.90 m sampling

pit area (Miller, 2024).

Figure 8-4.

Vanadium values for blank material showing batch numbers (Miller,

2024).

Figure 8-5.

Uranium values for standard STD 2955 (Miller, 2024).

100

Figure 8-6.

Vanadium values for standard STD 2955 (Miller, 2024).

100

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 8-7.

Uranium values for ASI internal standard GU-11, certified 34.67

ppm U (Miller, 2024).

101

Figure 8-8.

Uranium distribution highlighting analytical problems around

and just above the detection limit of 10 ppm at the Law Rosada area (Miller, 2024).

102

Figure 8-9.

Scintillometer (cps) measurements at the La Rosada area (Miller,

2024).

102

Figure 8-10.

Predicted uranium values in ppm based on scintillometer readings

at the La Rosada Area (Miller, 2024).

103

Figure 8-11.

Vanadium concentrations and geology at the La Rosada area (Miller,

2024).

103

Figure 8-12.

Satellite image of the central part of the Laguna Salada Project

showing the location of trenches TRR-114 and TRR-15 from which independent samples were taken by Inwood and Goode (2011) (Tenova, 2014).

104

Figure 8-13.

Trenches used for independent sampling by Inwood and Goode

(2011) (Tenova, 2014).

105

Figure 11-1.

Plan view of the Laguna Salada Project showing the surface

control, sample locations and interpreted mineralization model extents for the Pampa de Arroqui Formation (PA – copper), Laguna

Salada Formation (LS – orange), Buried Lake Formation (BL – dark blue), and Salamanca Formation (SAL – pink); see

Figure 14-2 (Atticus, 2026).

113

Figure 11-2.

Isometric view of the Laguna Salada lithology model looking

towards azimuth 026° with plunge +03°, showing the modelled basement/tuff units, Gran Laguna Salada Formation, Pampa de Arroqui

Formation, Salamanca Formation and Buried Lake unconformity-related unit. The view is displayed with 10× vertical exaggeration

(Z-scale = 10.0) for visualization (Atticus, 2026).

121

Figure 11-3.

Plan view of the Laguna Salada lithology model showing the

locations of interpreted section lines A-A′ and B-B′ across the Lago Seco, Guanaco and Buried Lake areas (Atticus, 2026).

122

Figure 11-4.

Interpreted lithological section A-A′ through the Laguna

Salada model, showing the relationship between the Lago Seco and Guanaco areas and the position of the Buried Lake unit near the Pampa

de Arroqui Formation to Salamanca Formation contact. The section is displayed with 10× vertical exaggeration (Z-scale = 10.0) for

visualization (Atticus, 2026).

123

Figure 11-5.

Interpreted lithological section B-B′ through the Laguna

Salada model, showing the stratigraphic relationship between the Lago Seco and Guanaco areas and the interpreted unconformity surfaces

at or near the top of the conglomeratic units. The section is displayed with 10× vertical exaggeration (Z-scale = 10.0) for visualization

(Atticus, 2026).

123

Figure 11-6.

Overview of the Laguna Salada mineralization modelling workflow,

showing the distribution of U₃O₈ grade points across the Laguna Salada, Pampa de Arroqui and Buried Lake mineralized areas

and the use of a 25 ppm U threshold to support mineralization-solid modelling. The view is displayed with 10× vertical exaggeration

(Z-scale = 10.0) for visualization (Atticus, 2026).

124

Figure 11-7.

Plan view of the Laguna Salada mineralization model showing

U₃O₈ grade distribution across the Lago Seco and adjacent Guanaco areas, with interpreted uranium mobilisation direction

overlain on the modelled lithological units. (Atticus, 2026).

125

Figure 11-8.

Plan view of the Pampa de Arroqui mineralization model showing

U₃O₈ grade distribution across the Guanaco area, with interpreted uranium mobilisation direction overlain on the modelled

lithological units (Atticus, 2026).

126

Figure 11-9.

Plan view of the Buried Lake mineralization model showing U₃O₈

grade distribution across the interpreted Buried Lake unit and adjacent Pampa de Arroqui area (Atticus, 2026).

127

Figure 11-10.

U₃O₈ composite histograms for the Laguna Salada,

Pampa de Arroqui and Buried Lake mineralized areas. The histograms show uranium grade distributions used to review population behaviour,

grade variability and upper-tail characteristics within the area-based estimation domains (Atticus, 2026).

129

Figure 11-11.

V₂O₅ composite histograms for the Laguna Salada,

Pampa de Arroqui and Buried Lake mineralized areas. The histograms show vanadium grade distributions used to review grade variability

and support separate estimation of V₂O₅ within the area-based estimation domains (Atticus, 2026).

130

Figure 11-12.

Scattergram of screened U₃O₈ versus unscreened

U₃O₈ for the Pampa de Arroqui mineralized area. The x-axis represents U₃O₈_T and the y-axis represents U₃O₈_NT

(Atticus, 2026).

132

Figure 11-13.

Scattergram of screened U₃O₈ versus unscreened

U₃O₈ for the Laguna Salada mineralized area. The x-axis represents U₃O₈_T and the y-axis represents U₃O₈_NT

(Atticus, 2026).

133

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 11-14.

Scattergram of screened U₃O₈ versus unscreened

U₃O₈ for the Buried Lake mineralized area. The x-axis represents U₃O₈_T and the y-axis represents U₃O₈_NT

(Atticus, 2026).

134

Figure 11-15.

Contact plot for screened U₃O₈ samples across the

Buried Lake to Pampa de Arroqui domain boundary. Negative distances are on the Buried Lake side of the contact and positive distances

are on the Pampa de Arroqui side; bars show sample count, and the line shows average grade by distance bin (Atticus, 2026).

135

Figure 11-16.

Contact plot for unscreened U₃O₈ samples across

the Buried Lake to Pampa de Arroqui domain boundary. Negative distances are on the Buried Lake side of the contact and positive distances

are on the Pampa de Arroqui side; bars show sample count, and the line shows average grade by distance bin (Atticus, 2026).

136

Figure 11-17.

View of U₃O₈ composites in the Pampa de Arroqui

estimation domain, showing composite support generated on a one-composite-per-sample-location basis for the two-dimensional estimation

workflow. The view is displayed with 10× vertical exaggeration (Z-scale = 10.0) for visualization (Atticus, 2026).

137

Figure 11-18.

Buried Lake U₃O₈ probability plot showing the upper-tail

distribution and selected upper bound applied to the Buried Lake estimation domain (Atticus, 2026).

138

Figure 11-19.

Laguna Salada U₃O₈ probability plot showing the

upper-tail distribution and selected upper bound applied to the Laguna Salada estimation domain (Atticus, 2026).

139

Figure 11-20.

Pampa de Arroqui U₃O₈ probability plot showing

the upper-tail distribution and selected upper bound applied to the Pampa de Arroqui estimation domain (Atticus, 2026).

139

Figure 11-21.

Box and whisker plot of average bulk-density measurements by

assigned lithological unit (Atticus, 2026).

140

Figure 11-22.

Box and whisker comparison of 22 L and 65 L bulk-density measurements

by assigned lithological unit (Atticus, 2026).

141

Figure 11-23.

Location of the Laguna Salada resource block model within the

Project concessions (Atticus, 2026).

143

Figure 11-24.

Horizontal major-axis correlogram for calculated U₃O₈

values in the Buried Lake estimation domain, used to support the two-dimensional omnidirectional variography workflow (Atticus, 2026).

146

Figure 11-25.

Horizontal major-axis variogram for calculated U₃O₈

values in the Laguna Salada estimation domain, showing the fitted model used to support grade-continuity interpretation (Atticus, 2026).

147

Figure 11-26.

Horizontal major-axis variogram for calculated U₃O₈

values in the Pampa de Arroqui estimation domain, showing the fitted model used to support grade-continuity interpretation (Atticus,

2026).

147

Figure 11-27.

Horizontal major-axis variogram for calculated V₂O₅

values in the Buried Lake estimation domain, showing the fitted model used to support vanadium grade-continuity interpretation (Atticus,

2026).

147

Figure 11-28.

Horizontal major-axis variogram for calculated V₂O₅

values in the Laguna Salada estimation domain, showing the fitted model used to support vanadium grade-continuity interpretation (Atticus,

2026).

148

Figure 11-29.

Horizontal major-axis variogram for calculated V₂O₅

values in the Pampa de Arroqui estimation domain, showing the fitted model used to support vanadium grade-continuity interpretation (Atticus,

2026).

148

Figure 11-30.

Plan view of the Buried Lake block model showing estimated

U₃O₈ block grades with informing U₃O₈ composite grades overlain (Atticus, 2026).

152

Figure 11-31.

Plan view of the Laguna Salada block model showing estimated

U₃O₈ block grades with informing U₃O₈ composite grades overlain (Atticus, 2026).

153

Figure 11-32.

Plan view of the Pampa de Arroqui block model showing estimated

U₃O₈ block grades with informing U₃O₈ composite grades overlain (Atticus, 2026).

154

Figure 11-33.

Global U₃O₈ swath plot validation in the X direction,

comparing OK and NN estimates with block volume by swath (Atticus, 2026).

156

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 11-34.

Buried Lake U₃O₈ swath plot validation in the X

direction, comparing OK, NN and capped/declustered composite trends with block volume by swath (Atticus, 2026).

157

Figure 11-35.

Laguna Salada U₃O₈ swath plot validation in the

X direction, comparing OK, NN and capped/declustered composite trends with block volume by swath (Atticus, 2026).

158

Figure 11-36.

Pampa de Arroqui U₃O₈ swath plot validation in

the X direction, comparing OK, NN and capped/declustered composite trends with block volume by swath (Atticus, 2026).

159

Figure 11-37.

Plan view of the Laguna Salada Mineral Resource classification

model showing Indicated and Inferred classification across the Laguna Salada, Pampa de Arroqui and Buried Lake estimation domains (Atticus,

2026).

160

Figure 11-38.

Laguna Salada grade-tonnage sensitivity curves showing tonnes

and average U₃O₈ grade by NSR cut-off in the upper panel, with the selected US$12.08/t reporting cut-off highlighted, and

by equivalent U₃O₈ price in the lower panel, with the selected US$84/lb reference price highlighted (Atticus, 2026).

166

Figure 11-39.

Relative metal component value by NSR cut-off for the Laguna

Salada domain, showing the relative contribution of U₃O₈ and V₂O₅ to modelled value (Atticus, 2026).

167

Figure 11-40.

Pampa de Arroqui grade-tonnage sensitivity curves showing tonnes

and average U₃O₈ grade by NSR cut-off in the upper panel, with the selected US$12.08/t reporting cut-off highlighted, and

by equivalent U₃O₈ price in the lower panel, with the selected US$84/lb reference price highlighted (Atticus, 2026).

169

Figure 11-41.

Relative metal component value by NSR cut-off for the Pampa

de Arroqui domain, showing the relative contribution of U₃O₈ and V₂O₅ to modelled value (Atticus, 2026).

170

Figure 11-42.

Buried Lake pit constrained grade-tonnage sensitivity curves

showing tonnes and average U₃O₈ grade by NSR cut-off in the upper panel, with the selected US$12.08/t reporting cut-off highlighted,

and by equivalent U₃O₈ price in the lower panel, with the selected US$84/lb reference price highlighted (Atticus, 2026).

172

Figure 11-43.

Relative metal component value by NSR cut-off for the Buried

Lake pit constrained domain, showing the relative contribution of U₃O₈ and V₂O₅ to modelled value (Atticus, 2026).

173

Figure 11-44.

Detailed cross-section through the Guanaco–Buried Lake

area showing the relationship between the upper, not pit constrained Pampa de Arroqui mineralized horizon and the lower, pit constrained

Buried Lake mineralized horizon near the Pampa de Arroqui–Salamanca Formation contact. The section is displayed with 10×

vertical exaggeration (Z-scale = 10.0) for visualization (Atticus, 2026).

175

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1.0 Executive Summary

1.1 Introduction

Geological consulting group Caracle Creek Chile

SpA (“Caracle”) was engaged by Jaguar Uranium Corp. (“Jaguar”, the “Company”, or the “Issuer”)

to prepare a Technical Report Summary (“TRS”) in support of a Mineral Resource Estimate (the “MRE” or “Mineral

Resource”) for the Laguna Salada Uranium-Vanadium Deposit (the “Deposit”) on the Laguna Salada Project (the “Project”

or the “Property”), located in Chubut Province, southern Argentina. The Company issued a news release on 13 October 2026,

announcing the maiden Mineral Resource Estimate.

This Technical Report Summary (“TRS”

or the “Report”) has been prepared by Caracle and Atticus Geoscience Consulting Ltd. (“Atticus”) for Jaguar Uranium

Corp., as registrant, in accordance with the property disclosure requirements of the United States Securities and Exchange Commission

(“SEC”) for mining registrants, as set out in subpart 229.1300 of Regulation S-K, Disclosure by Registrants Engaged in Mining

Operations (“S-K 1300”), and Item 601(b)(96) of Regulation S-K, Technical Report Summary. This TRS reports Mineral Resources

supported by an initial assessment, as defined in S-K 1300; no Mineral Reserves are reported. Mineral Resources are classified and reported

using the S-K 1300 definitions, which the Qualified Persons consider to be consistent with the CIM (2014) definitions.

1.1.1 Purpose

This TRS has been prepared for Jaguar Uranium

Corp. a company headquartered in Canada and listed on the American NYSE (JAGU), in order to provide a summary of scientific and technical

information and data concerning the Project, and Mineral Resource Estimate for the Laguna Salada Uranium-Vanadium deposits, located within

the Company’s 100%-owned Laguna Salada Project in Chubut Province, Argentina.

1.1.2 Previous Technical Reports

This is the first technical report summary prepared

for the Project under S-K 1300 and it does not update a previously filed technical report summary.

The Mineral Resource Estimate presented in this

TRS is also disclosed in the technical report titled “National Instrument 43-101 Mineral Resource Estimate on the Laguna Salada

Uranium-Vanadium Deposit and Technical Report for the Laguna Salada Uranium-Vanadium Project”, prepared for Jaguar Uranium Corp.

by Caracle Creek Chile SpA and Atticus Geoscience Consulting Ltd., effective 5 October 2026, issued 16 October 2026. This TRS has been

prepared from that report and reports the same Mineral Resource Estimate.

1.1.3 Effective Date

The effective date of the Mineral Resource Estimate

and Report is 5 October 2026 (“Effective Date”).

1.1.4 Qualifications of Consultants

The Report was prepared by Dr. Scott Jobin-Bevans

(P.Geo., PGO #0183) of Caracle Creek Chile SpA and Mr. Simon Mortimer (FAIG #7795) of Atticus Geoscience Consulting Ltd., who are each

considered to be a Qualified Person (“QP”), as that term is defined in S-K 1300 (§229.1300). The Consultants employed

in the preparation of this Report have no beneficial interest in Jaguar Uranium and are not insiders, associates, or affiliates of the

Company. The responsibility matrix is provided in Table 1-1.

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Table 1-1. Responsibility matrix for the preparation of the Report

sections by the Authors.

Author

Complete Section Responsibility

Sub-Section Responsibility

Scott Jobin-Bevans

P.Geo., Caracle Creek

2.0 to 7.0; 9.0; 10.0; 12.0 to 25.0

1.1 to 1.13, 1.15, 1.16

Simon Mortimer

FAIG, Atticus

8.0; 9.0; 11.0; 21.0 to 23.0; 25.0

1.1.4, 1.14, 1.15, 1.16; 2.4; 3.12; 7.1.4

1.2 Personal Inspection

Dr. Jobin-Bevans (P.Geo., Ph.D.) completed a Personal

Inspection (site visit) of the Project for one day on 12 May 2026, ably assisted during his visit by Dr. Owen Miller (Consultant to Jaguar

Uranium) and Mr. Sebastian Gomez (Property Manager, Jaguar Uranium). The site visit was made to observe the general Property conditions

and access, to locate evidence of previous exploration work and to determine if any exploration work is currently being done on the Property.

Dr. Jobin-Bevans could see no evidence of any work currently being conducted on the Property.

1.3 Reliance on Information Provided by the Registrant

This Report has been prepared by Caracle Creek

Chile SpA (Caracle) and Atticus Geoscience Consulting Ltd. (Atticus) for the Issuer Jaguar Uranium Corp. The Authors (QPs) have not relied

on any other report, opinion or statement of another expert who is not a qualified person, or on information provided by the Issuer concerning

legal, political, environmental or tax matters relevant to this Report.

1.4 Property Description and Location

The Laguna Salada Uranium-Vanadium Project is

located in Chubut Province, Argentina, approximately 260 km southwest of the town of Trelew. The Project is situated in eastern-central

Chubut Province and is covered by the Argentine 1:250,000 scale geological map sheets Las Plumas 4366-III and Garayalde 4566-I. The approximate

centre of the main area of interest within the Laguna Salada Project is at approximately -44.247800 Latitude, -66.976300 Longitude, 661573

mE, 5098613 mN (WGS84 / UTM 19S), or 3,661,637.66 m, 4,903,348.34 m (POSGAR 94 / Argentina 3).

1.4.1 Mineral Disposition

The Laguna Salada concession package consists

of 28 mining concessions covering approximately 210,284.45 hectares. The concessions comprise a mixture of Cateos and Manifestaciones

de Descubrimiento and are registered with the Mining Notary in Chubut Province. The permits are current and all relevant mining fees are

paid and up to date. All known uranium-vanadium mineralization that is the focus of this Report is located within the boundary of the

mining lands that comprise the Laguna Salada Project.

On 22 July 2024, IsoEnergy Ltd. (“IsoEnergy”)

announced that it had completed the sale to Jaguar Uranium Corp. of 100% of the issued and outstanding shares of a wholly-owned subsidiary

of IsoEnergy, which holds, indirectly, a 100% interest in the Laguna Salada Project. Surface access, environmental approvals, concession

status and other permitting requirements remain important considerations for future exploration and development activities and should

continue to be maintained and reviewed as the Project advances.

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1.4.2 Holding Costs and Annual Requirements

The annual approximate holding costs amount to

about US$21,784 for five of the 28 concessions. According to the Company, there are no other requirements to keep the 28 concessions in

good standing as 23 of the 28 concessions are still within the original 3-year grace period for payments which are to commence in 2028.

1.4.3 Current Work Permits and Work Status

The Company has split the Project into six sub-groups

with three of them having their approved Evaluación de Impacto Ambiental (“EIA”). According to the Company, an Exploration

EIA has been granted for the Guanacos and Horqueta concession groups (Guanacos I, II, III, IV, V, VI, VII and Horqueta I, II, III, IV,

V) and a Prospecting EIA for the La Rosada concession.

As of the Effective Date of the Report, there

is no exploration work being conducted on the Project.

1.4.4 Landholder and Community Consultation

According to the Company, there are no current

written land agreements in place. In the past, there have been signed agreements needed to execute the previous exploration campaigns.

Once the Company finalizes the design for the next Laguna Salada exploration program, they will contact the landowners whose lands are

included in the exploration plans.

The Authors are not aware of any other formal

community consultation or landholder engagement required at this stage.

1.4.5 Environmental Requirements, Status and Liabilities

The Authors are unable to comment on any remediation

which may have been undertaken by previous companies and are not aware of any environmental liabilities associated with the Property.

1.4.6 Royalties and Obligations

The Property is subject to a 2.0% net smelter

return (“NSR”) royalty held by IsoEnergy which is payable on all production from the Laguna Salada Project. Jaguar retains

the right to buy back 1.0% of the royalty for a period of seven years at a price of US$2.5 million (IsoEnergy news release 22 July 2024).

According to the Company, upon commercial production, the Company must pay IsoEnergy a one time payment of C$5M.

The QP Scott Jobin-Bevans is not aware of any

other royalties or obligations connected with the Laguna Salada Project.

1.5 Accessibility, Climate, Local Resources, Infrastructure and Physiography

The Laguna Salada Uranium-Vanadium Project is

located within the San Jorge Basin in the Department of Mártires, Province of Chubut, Argentina. The Property is located approximately

260 km southwest of the town of Trelew and approximately 220 km north of the town of Comodoro Rivadavia. Trelew and Comodoro Rivadavia

are regional hubs with airports and essential services, and Comodoro Rivadavia also has a large deep-water port. Access to the Project

from Trelew is by paved highway to Las Plumas, followed by an all-weather gravel road to the Laguna Salada area.

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1.5.1 Climate and Operating Season

The Project area has an arid to semi-arid climate.

Annual rainfall is approximately 200 mm and annual temperatures range from winter lows of approximately -5°C to summer highs of approximately

20°C to 25°C. Field work can generally be carried out year-round; however, care is required during midwinter because roads may

become waterlogged and temporarily impassable.

1.5.2 Local Resources and Infrastructure

The nearest supply point is the town of Las Plumas,

from which basic goods and services, including food, fuel and labour, can be obtained. Other services, including heavy machinery, can

be obtained from Trelew or Puerto Madryn, and exploration campaigns require the establishment of a fully serviced camp on the Property.

1.5.3 Physiography

The Laguna Salada area is an exceedingly flat

gravel plain with elevations ranging from approximately 200 m to 400 m above mean sea level (“AMSL”), and the Property is

located on a large, north-east trending gravel-topped mesa measuring approximately 10 km by 20 km.

1.5.4 Water Availability

The Chubut River, located to the north-west of

the Property, and the Rio Chico, located to the south-east, flow throughout the year. Other smaller streams and rivers in the area are

ephemeral.

On-site water supply requirements should be considered

in the planning of future exploration programs, including extended field campaigns and any drilling or trenching activities.

1.6 History

The Laguna Salada Project has been explored by

several parties since the original identification of uranium prospectivity in the late 1970s. Work has included airborne radiometric surveying,

ground radiometric surveying, geological mapping, pitting, trenching, reverse circulation drilling, downhole radiometric logging, channel

sampling, geochemical sampling and metallurgical test work. The principal historical exploration work was completed by Comisión

Nacional de Energía Atómica (National Atomic Energy Commission) or CNEA, Mega Uranium Ltd. (“Mega”) which was

originally incorporated as Maple Minerals Corp, U3O8 Corporation (“U3O8”) which is now Green Shift Commodities Ltd, and IsoEnergy

Ltd. (IsoEnergy), with Jaguar Uranium Corp. acquiring the Project in July 2024 (IsoEnergy news release 22 July 2024).

The Laguna Salada area was first identified as

prospective for uranium mineralization in 1978 during a regional airborne radiometric survey completed by CNEA, who completed follow-up

work on the airborne radiometric anomalies, including ground radiometric surveys and trenching, which recognised that the uranium mineralization

is related to caliche-style partial cementation of the host gravel by calcium carbonate. Results identified a mineralized layer ranging

from approximately 0.5 m to 2.0 m thick across an extensive area, with reported uranium grades of up to 1,000 ppm U₃O₈.

In May 2007, Mega explored the Project and made

the original discovery of shallow uranium-vanadium mineralization, and the initial land position was expanded through additional concession

applications made in 2007, 2008 and 2009. Mega drilled 57 reverse circulation holes for a total of 1,561 m in 2008. Poor recovery from

the unconsolidated sandy gravel, together with the shallow depth of mineralization, resulted in drilling being replaced by trenching and

pitting as the preferred exploration and sampling methods.

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Work initially focused on the Guanaco, Lago Seco

and Buried Lake areas, which define the principal historical Laguna Salada resource areas. A total of 726 trenches were excavated during

the reconnaissance phase, comprising 370 trenches in the Guanaco area, 262 trenches in the vicinity of Lago Seco and 94 trenches in the

Buried Lake area (Miller, 2024). Mineralized areas were subsequently infilled to a nominal 200 m by 200 m trench sampling grid for resource

estimation, with tighter spacing along selected profiles to confirm continuity between adjacent trenches.

In April 2010, U3O8 acquired Gaia Energy, a subsidiary

of Mega, after which the Laguna Salada land position continued to be expanded with additional mining concessions added from 2010 through

2015. Reconnaissance work also identified uranium-vanadium mineralization at La Susana and La Rosada.

In December 2020, Consolidated Uranium Inc. (“CUR”),

a wholly-owned subsidiary of IsoEnergy, entered into an option agreement with U3O8, and in December 2021 CUR earned a 100% interest in

the Project. IsoEnergy further expanded the Property size in 2022 and completed mapping and sampling of 533 shallow pits at the Delfin

and Pescado prospects in the northern La Rosada area. In July 2024, Jaguar Uranium Corp. acquired 100% of the Laguna Salada Project from

IsoEnergy. Jaguar Uranium started trading on the New York Stock Exchange (NYSE) on 12 February 2026 following a successful US$25 million

Initial Public Offering.

1.6.1 Historical Mineral Resource Estimates

An initial mineral resource estimate was completed

for the Guanaco and Lago Seco areas in 2011 and a Preliminary Economic Assessment was subsequently completed in 2014 (Inwood and Goode,

2011; Tenova, 2014; Miller, 2024). A Qualified Person has not independently confirmed these historical mineral resources and is not treating

them as current. No mineral reserve estimates have been completed for the Project.

1.7 Geological Setting and Mineralization

The Laguna Salada Project is located near the

northern margin of the San Jorge Basin and contains Jurassic volcanic rocks, Cretaceous and Paleogene sedimentary sequences and younger

Quaternary fluvial and alluvial deposits. The substratum of the San Jorge Basin is overlain by the Jurassic volcanic complex of the Marifil

Formation, which includes a thick succession of ignimbrites and rhyolitic lava flows, followed by conglomerates and sandstones of the

Cretaceous Puesto Manuel Arce Formation and littoral marine sandstones and interlayered mudstones of the Early Tertiary Salamanca Formation.

In the Project area these are unconformably overlain by Quaternary fluvial and alluvial strata comprising the Pleistocene Pampa de Arroqui

Formation, also referred to as the Montemayor Formation, and the Holocene Gran Laguna Salada Formation.

1.7.1 Mineralization

Uranium-vanadium mineralization at Laguna Salada

occurs in unconsolidated gravels of the Pampa de Arroqui Formation, in unconsolidated gravels of the Gran Laguna Salada Formation, and

near the unconformity between Quaternary strata and the underlying substratum, including sandstones and pelite of the Salamanca Formation

and sandstones and conglomerates of the Puesto Manuel Arce Formation (Inwood and Goode, 2011; Tenova, 2014). The principal uranium-vanadium

mineral recognised at Laguna Salada is carnotite, which commonly occurs as yellow-green powdery or finely crystalline material within

the sandy matrix of the gravel, as partial rims on sand grains and clasts, and locally as staining within carbonate-cemented matrix material.

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Three principal styles of uranium-vanadium

mineralization are recognised on the Project: near-surface, tabular, caliche-style uranium-vanadium mineralization in unconsolidated

sandy gravel at Guanaco and Lago Seco; unconformity-related uranium-vanadium mineralization at Buried Lake; and volcanic-hosted

uranium-vanadium mineralization at La Rosada. The principal Mineral Resource areas are Laguna Salada, historically referred to as

Lago Seco, Pampa de Arroqui, historically referred to as Guanaco, and Buried Lake.

1.8 Deposit Types

Uranium-vanadium mineralization at Laguna Salada

has the principal characteristics of surficial uranium deposits as classified by Toens et al. (1984). Surficial uranium deposits

comprise approximately 4.0% of the world’s uranium resources (World Nuclear Association, 2009; Miller, 2024) and are typically tabular

mineralized bodies located close to surface, commonly occurring in Tertiary to Recent sediments deposited in fluvial, alluvial and aeolian

channel-fill settings and in associated playa lake facies. The Laguna Salada mineralization model involves derivation of uranium from

fertile source rocks, such as rhyolites in the Jurassic basement, transport in oxidised meteoric waters, and precipitation in near-surface

gravel horizons under evaporative, alkaline conditions. Vanadium is likely to have been derived from mudstones of the underlying Salamanca

Formation. At Buried Lake, mineralization is interpreted to reflect interaction between oxidised uranium-bearing fluids in overlying gravel

and reducing conditions associated with organic-rich mudstones of the Salamanca Formation.

1.9 Exploration

There has been no work performed on the Property

by the Issuer Jaguar Uranium Corp. since acquiring the Property on 22 July 2024. Mineral exploration conducted by previous operators includes

CNEA, Mega Uranium, U3O8 Corp. and IsoEnergy Ltd.

1.10 Drilling

As of the Report Effective Date, the Issuer has

not completed any drilling on the Laguna Salada U-V Project, and as such all drilling on the Property is historical. The principal historical

drilling program comprised reverse circulation drilling completed in 2008 by Mega Uranium Ltd., totalling 57 holes for 1,561 m. The program

included 15 relatively deep holes, with an average hole length of approximately 80 m, designed to test favourable stratigraphic units

beneath the unconsolidated gravel beds, and 42 shallow holes, with a maximum depth of approximately 10 m, drilled in the three principal

target areas to test shallow caliche-style uranium-vanadium mineralization. The drilling provided access for downhole radiometric logging,

which helped confirm the presence and continuity of mineralization, but reverse circulation drilling did not provide representative assay

samples from the unconsolidated gravel-hosted mineralization. These limitations, combined with the shallow depth of the principal mineralization,

led to the adoption of trenching and pitting as the preferred exploration and sampling methods. No drilling completed by Jaguar Uranium

Corp. is included in the current Mineral Resource Estimate.

1.11 Sample Preparation, Analysis and Security

Sampling at the Laguna Salada Project has included

historical pit and trench sampling of unconsolidated uranium-vanadium-bearing gravels, channel sampling of basement-hosted mineralization,

shallow pit sampling, panel chip sampling and historical independent sampling. A total of 2,146 pits and trenches were excavated and included

in the historical resource database, of which 1,343 had only whole samples taken, 309 had only screened samples taken and 494 had duplicate

whole and screened samples taken. Historical sample preparation and analysis used Alex Stewart Assayers Argentina S.A., ALS Chemex and

SGS. Historical QA/QC procedures included reference materials, blanks, field duplicates, pulp duplicates and laboratory internal checks.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

It is the opinion of the QP Simon Mortimer

that the procedures, policies and protocols for drilling and sampling verification are sufficient and appropriate and that the assay

methods used are consistent with good exploration and operational practices, such that the data is reliable for the purpose of this

Report. The Authors of this Report and the Issuer Jaguar Uranium are independent of the laboratories used by historical operators on

the Property.

1.12 Data Verification

The Authors (QPs) have reviewed the historical

data and information regarding past exploration work on the Property, as provided by the Issuer Jaguar Uranium Corp. and as available

in the public domain. Dr. Jobin-Bevans visited the Project for one day on 12 May 2026 in order to observe the general Property conditions

and access, to locate evidence of previous exploration work and to determine if any exploration work is currently being done on the Property.

As part of the geological modelling and mineral resource estimation for the Laguna Salada Deposit, QP Simon Mortimer reviewed the data

and information provided by the Issuer and found it to be of sufficient quality and scope to be used in the calculation of the Mineral

Resource Estimate.

QPs Scott Jobin-Bevans and Simon Mortimer are

satisfied with the quality of sampling and record keeping (database) procedures followed by historical operators on the Project and that

this data and information is adequate for the purposes of this Report.

1.13 Mineral Processing and Metallurgical Testing

Mineral processing and metallurgical test work

has been completed on mineralized gravels from the Guanaco and Lago Seco areas of the Laguna Salada Project (Inwood and Goode, 2011; SGS,

2011, 2012, and 2013; Tenova, 2014). The available metallurgical information is historical and was completed prior to Jaguar Uranium Corp.’s

acquisition of the Project. The historical test work indicates that the Laguna Salada mineralized gravels have favourable beneficiation

characteristics. At Guanaco, wet scrubbing and screening test work indicated that up to approximately 88% of the uranium and 39% of the

vanadium could be screened into a minus 150 µm fine fraction representing approximately 8% of the original gravel mass, and at Lago

Seco up to approximately 96% of the uranium and 61% of the vanadium could be screened into a minus 150 µm fine fraction representing

approximately 26% of the original gravel mass. Alkaline leaching was identified as the preferred leach route, with uranium extraction

of approximately 96% from Guanaco and 99% from Lago Seco and vanadium extraction from both areas of approximately 71%. No new metallurgical

test work has been completed since 2013 (SGS, 2013) and no test work has been completed by the Issuer Jaguar Uranium.

1.14 Mineral Resource Estimates

Jaguar Uranium Corp. engaged Atticus Geoscience

Consulting Ltd. and Caracle Creek Chile SpA to prepare a Mineral Resource Estimate (MRE) for the Laguna Salada Uranium-Vanadium Project.

The MRE incorporates the available pit, trench, drilling, geological, geochemical, density and topographic information, and includes separate

estimates for U₃O₈ and V₂O₅ within the Pampa de Arroqui (PA), Laguna Salada (LS) and Buried Lake (BL) mineralized

areas. The MRE was prepared under the direction of Simon Mortimer (Qualified Person and Author). The effective date of the Laguna Salada

MRE is 5 October 2026.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

The drilling and sampling data were validated

and compiled using Geobank™ data management software. The interpretation and 3D geological modeling were completed using Leapfrog

Geo™ software, statistical studies were performed using Micromine™ tools, and the block model, subsequent estimation and validation

were carried out using Micromine™ 2020. The reasonable prospects of eventual economic extraction were defined using Datamine NPV

Scheduler. The block model was constructed as an unrotated grid with a parent block size of 100 m by 100 m by 1 m. Ordinary Kriging (OK)

was used as the primary grade-estimation method within a strict two-dimensional estimation framework, reflecting the shallow, thin and

laterally extensive geometry of the mineralized horizons, with a Nearest Neighbour (NN) estimate generated for validation purposes. U₃O₈

was capped by estimation domain and V₂O₅ was not capped.

1.14.1 Reasonable Prospects for Eventual Economic Extraction and Cut-Off

The Laguna Salada Mineral Resource has been assessed

on the basis of a potential open-pit mining scenario, which is considered appropriate for the shallow, laterally extensive uranium-vanadium

mineralization at Laguna Salada and Pampa de Arroqui. The Project is treated as a uranium-vanadium project, with both U₃O₈

and V₂O₅ contributing to potential payable value, and an NSR approach was therefore used to calculate block value and to define

the reporting cut-off. Mineral Resources are reported above an NSR cut-off value of US$12.08/t, which is approximately equivalent to a

U₃O₈-only economic cut-off of 100 ppm U₃O₈. Buried Lake and the pit constrained portion of Pampa de Arroqui were

additionally constrained by an optimised open-pit shell.

1.14.2 Mineral Resource Statement

The Mineral Resource has been classified into

Indicated and Inferred categories and no Measured Mineral Resources have been classified. The Mineral Resource Statement is presented

in Table 1-2 which provides a summary of the near surface upper horizon mineral resource (not pit constrained) and the lower horizon mineral

resources that are pit constrained.

Table 1-2. Mineral Resource Statement for the Laguna Salada U-V

Project, using a US$12.08/t NSR cut-off value.

Grades

Metallic Content

U3O8

V2O5

U3O8Eq1

NSR

U3O8

V2O5

U3O8 Eq1

Zone

Category

Tonnage

(ppm)

(US$/t)

(t)

(M lbs)

(t)

(M lbs)

(t)

Near Surface Resources (upper horizon): NSR Cut-Off Value US$12.08/t

Laguna Salada

Indicated

10,600,000

1.60

681

121

969

2.1

7,250

16.0

1,290

Inferred

13,000,000

1.61

701

106

960

2.1

8,900

19.6

1,400

Pampa de Arroqui

Indicated

8,460,000

1.76

634

102

625

1.4

5,370

11.8

862

Inferred

1,300,000

1.76

514

103

110

0.2

680

1.5

140

Pit Constrained Resources (lower horizon): US$12.08/t NSR

Pampa de Arroqui

Indicated

1,450,000

1.75

132

694

163

192

0.4

1,000

2.2

237

Inferred

5,200,000

1.74

149

640

177

780

1.7

3,400

7.5

930

Buried Lake

Indicated

576,000

1.77

205

745

238

118

0.3

429

0.9

137

Inferred

14,000,000

1.78

192

867

230

2,800

6.2

13,000

28.7

3,300

Total Mineral Resources:

All Zones

Total Indicated:

21,100,000

1.68

665

119

1,900

4.2

14,100

31.1

2,530

Total Inferred:

34,000,000

1.71

137

755

170

4,600

10.1

26,000

57.3

5,700

U₃O₈ Equivalent1: U₃O₈

Eq (ppm) = U₃O₈ (ppm) + V₂O₅ (ppm) × 0.0442. The NSR and U₃O₈ equivalent calculations use metallurgical

recoveries of 84.9% for U₃O₈ and 59.5% for V₂O₅, together with a U₃O₈ price of US$84/lb and a V₂O₅

price of US$5.30/lb.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Notes to Table 1-2 – Mineral Resource

Statement:

1) Qualified

Persons: The Mineral Resource Estimate was prepared under the direction of Simon Mortimer (FAIG) of Atticus Geoscience Consulting Ltd.,

Qualified Person.

2) Resource

Classification: The Mineral Resource has been classified in accordance with the CIM Definition Standards for Mineral Resources and Mineral

Reserves (CIM, 2014) and the definitions in S-K 1300, with consideration of the CIM Estimation of Mineral Resources and Mineral Reserves

Best Practice Guidelines (CIM, 2019), into Indicated and Inferred categories within the Laguna Salada, Pampa de Arroqui and Buried Lake

estimation domains. No Measured Mineral Resources have been classified. Classification considered geological confidence, mineralized-domain

geometry, sample distribution, sample support, data quality, grade continuity, variography, Quantitative Kriging Neighborhood Analysis

(QKNA), estimation pass and block model validation. Pass 2 was used to support Indicated classification and Pass 3 was used to support

Inferred classification. Pass 4 was used as a global fill pass only and was not used to support classified Mineral Resources.

3) Reporting

Cut-Off: Mineral Resources are reported above an NSR cut-off value of $12.08/t due to its surficial disposition, which is approximately

equivalent to a U₃O₈-only economic cut-off of 100.18 ppm U₃O₈. Buried Lake and the pit-constrained portion of

Pampa de Arroqui are additionally constrained within an optimized open-pit shell laying 5 to 8 metres below surface.

4) High-Grade

Capping: Top cuts were applied to U₃O₈ by estimation domain at distinct high-grade distribution breaks and affected fewer

than 1.5% of the total sample population across all domains. V₂O₅ was not capped.

5) Specific

Gravity (SG): Density was assigned by lithological unit, using 268 density measurements. The overall dataset has a mean density of 1.712

t/m³, with values ranging from 1.240 t/m³ to 2.095 t/m³.

6) U₃O₈

Equivalent: U₃O₈ Eq (ppm) = U₃O₈ (ppm) + V₂O₅ (ppm) × 0.0442. The NSR and U₃O₈

equivalent calculations use metallurgical recoveries of 84.9% for U₃O₈ and 59.5% for V₂O₅, together with a U₃O₈

price of US$84/lb. and a V₂O₅ price of US$5.30/lb.

7) Rounding:

Numbers have been rounded to reflect the appropriate level of precision. Differences may occur in totals due to rounding.

8) Mineral

Resources are not Mineral Reserves: Mineral Resources are not Mineral Reserves and do not have demonstrated economic viability. Inferred

Mineral Resources have a lower level of geological confidence than Indicated Mineral Resources and must not be converted to Mineral Reserves.

It is reasonably expected that the majority of Inferred Mineral Resources could be upgraded to Indicated Mineral Resources with continued

exploration; however, there is no certainty that further exploration will result in an upgrade in classification.

9) Material

Factors: Based on the information available as of the effective date, the Qualified Persons are not aware of any known legal, political,

environmental or other relevant factors that would reasonably be expected to materially affect the Mineral Resource Estimate. Mineral

Resources remain subject to permitting, environmental, technical, economic, social and other risks and uncertainties.

capital cost or operating cost estimates have been prepared for the Project. The operating cost assumptions used to assess reasonable

prospects for eventual economic extraction are described in Section 11.14 – Reasonable Prospects for Eventual Economic Extraction

and Cut-Off.

1.15 Interpretation and Conclusions

The Laguna Salada Project is an advanced uranium-vanadium

exploration project supported by a substantial historical technical database. Exploration completed by previous operators includes airborne

and ground radiometric surveys, geological mapping, pitting, trenching, reverse circulation drilling, downhole radiometric logging, channel

sampling, geochemical sampling, density measurements and metallurgical test work. The updated Mineral Resource Estimate confirms the presence

of significant Indicated and Inferred uranium-vanadium Mineral Resources within the Project. The shallow, laterally extensive geometry

of much of the mineralization, together with historical evidence that uranium can be concentrated into a relatively small fine-grained

fraction by beneficiation, represents an important positive characteristic of the Project.

1.15.1 Risks and Uncertainties

Further work is required to improve geological

and resource confidence, confirm historical metallurgical results and address the technical uncertainties identified in this Report. The

principal technical uncertainties affecting the Project arise from the historical nature and variable support of the database, the physical

characteristics of the mineralization and the current level of metallurgical and engineering information. The Project has no Mineral Reserves,

and no conclusion regarding economic viability can presently be made from the Mineral Resource Estimate alone.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

1.15.2 Exploration Opportunities

The updated geological and Mineral Resource models

identify several opportunities for increasing both the size and confidence of the current Mineral Resource.

Buried Lake represents a particularly

important exploration opportunity because it contains higher average uranium and vanadium grades than the other principal domains

and remains less densely sampled. Additional representative subsurface sampling along the Pampa de Arroqui-Salamanca unconformity

would help establish the lateral continuity and limits of this mineralization and improve confidence in the geological and grade

model.

Beyond the current Mineral Resource areas, La

Susana and La Rosada remain important exploration targets. At La Rosada, mineralization identified within both unconsolidated sediment

and altered volcanic basement indicates potential for more than one exploration target style. Additional geological mapping, radiometric

surveying, systematic geochemical sampling and representative subsurface testing are required to determine whether these occurrences have

sufficient continuity and scale to support future resource evaluation.

1.16 Recommendations

The Authors consider that continued exploration

and technical evaluation of the Laguna Salada Uranium-Vanadium Project is warranted. The principal recommendation is a targeted infill

sampling program designed to improve sample coverage within the current Mineral Resource, confirm geological and grade continuity and

provide additional support for future Mineral Resource classification. The program should combine pitting and trenching in the shallow

Laguna Salada and Pampa de Arroqui areas with representative subsurface drilling at Buried Lake. At Pampa de Arroqui and Laguna Salada,

approximately 250 new pits and trenches are recommended, and at Buried Lake, where the mineralized unconformity generally lies beyond

the practical depth of surface pitting, approximately 1,500 m of sonic or vibrosonic drilling is recommended.

The recommended work is divided into an Immediate

Priority Work Program and Conditional Follow-On Work. The immediate program has an indicative budget of approximately US$1.925 million,

including a 10% contingency, and is the recommended commitment at the present stage. The additional US$1.76 million shown for conditional

follow-on work is a planning allowance and should only be committed after review of the infill results and updated Mineral Resource model

(Table 1-3 and Table 1-4).

Table 1-3. Recommended Immediate Priority Work Program for the Laguna

Salada Project.

Work Component

Recommended Scope

Indicative

Budget (US$)

Pampa de Arroqui and Laguna Salada infill pitting/trenching

Approximately 250 new pits/trenches, mainly targeting approximately 200 m coverage with selected approximately 100 m infill

$ 400,000

Buried Lake infill drilling

Approximately 1,500 m sonic/vibrosonic drilling, approximately 100 to 150 holes, including drilling-method verification and downhole logging

$ 500,000

Assaying, QA/QC, confirmatory sampling and density

U₃O₈ and V₂O₅ assays, standards, blanks, duplicates, check assays, paired samples and targeted density measurements

$ 175,000

Geological modelling and Mineral Resource update

Database integration, geological interpretation, radiometric calibration, model update and updated MRE

$ 175,000

Metallurgical variability and vanadium recovery

Representative sampling and bench-scale beneficiation/leach testing

$ 200,000

Permitting, environmental, hydrogeological and geotechnical support

Required supporting field and baseline activities

$ 150,000

Field supervision, equipment and logistics

Field personnel, vehicles, equipment, mobilisation and general Project support

$ 150,000

Sub-total:

$ 1,750,000

Contingency (10%):

$ 175,000

Total (US$):

$ 1,925,000

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Table 1-4. Recommended Staged Work Program and Budget, including the

Conditional Follow-on Work Plan.

Program

Timing

Indicative

Budget (US$)

Immediate Priority Work Program, including targeted infill sampling and drilling

Immediate

$ 1,925,000

Further Mineral Resource conversion and near-resource expansion

Conditional follow-on

$ 650,000

La Susana, La Rosada and regional exploration

Conditional follow-on

$ 300,000

Advanced metallurgical testing, pilot work and bulk sampling/trial mining

Conditional follow-on

$ 450,000

Subsequent Mineral Resource, RPEEE and economic evaluation

Conditional follow-on

$ 200,000

Conditional Follow-On Work Sub-total:

$ 1,600,000

Contingency on Conditional Follow-On Work (10%):

$ 160,000

Conditional Follow-On Work Total:

$ 1,760,000

Total Recommended 2-Stage Program (US$):

$ 3,685,000

The budget presented in Table 1-3 is an indicative

planning estimate for the main recommended program. The allocation between individual work components may be adjusted during detailed

program design, provided that the principal objectives of the infill program are maintained.

The scope and budget of later work should be adjusted

to reflect the results obtained and the priorities identified at that time.

2.0 Introduction

Geological consulting group Caracle Creek Chile

SpA (“Caracle”) was engaged by Jaguar Uranium Corp. (“Jaguar”, the “Company”, or the “Issuer”)

to prepare a Technical Report Summary (“TRS”) in support of a Mineral Resource Estimate (the “MRE” or “Mineral

Resource”) for the Laguna Salada Uranium-Vanadium Deposit (the “Deposit”) on the Laguna Salada Project (the “Project”

or the “Property”), located in Chubut Province, southern Argentina (see Figure 3-1). The Company issued a news release

on 13 October 2026, announcing the maiden Mineral Resource Estimate.

This Technical Report Summary (“TRS”

or the “Report”) has been prepared by Caracle and Atticus Geoscience Consulting Ltd. (“Atticus”) for Jaguar Uranium

Corp., as registrant, in accordance with the property disclosure requirements of the United States Securities and Exchange Commission

(“SEC”) for mining registrants, as set out in subpart 229.1300 of Regulation S-K, Disclosure by Registrants Engaged in Mining

Operations (“S-K 1300”), and Item 601(b)(96) of Regulation S-K, Technical Report Summary. This TRS reports Mineral Resources

supported by an initial assessment, as defined in S-K 1300; no Mineral Reserves are reported. Mineral Resources are classified and reported

using the S-K 1300 definitions, which the Qualified Persons consider to be consistent with the CIM (2014) definitions.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

2.1 Purpose

This TRS has been prepared for Jaguar Uranium

Corp. a company headquartered in Canada and listed on the American NYSE (JAGU), in order to provide a summary of scientific and technical

information and data concerning the Project, and Mineral Resource Estimate for the Laguna Salada Uranium-Vanadium deposits, located within

the Company’s 100%-owned Laguna Salada Project in Chubut Province, Argentina.

The quality of information, conclusions, and recommendations

contained herein have been determined using information available at the time of Report preparation and data supplied by outside sources

as outlined in Section 2.6 - Sources of Information and Section 24.0 - References.

2.2 Previous Technical Reports

This is the first technical report summary prepared

for the Project under S-K 1300 and it does not update a previously filed technical report summary.

The Mineral Resource Estimate presented in this

TRS is also disclosed in the technical report titled “National Instrument 43-101 Mineral Resource Estimate on the Laguna Salada

Uranium-Vanadium Deposit and Technical Report for the Laguna Salada Uranium-Vanadium Project”, prepared for Jaguar Uranium Corp.

by Caracle Creek Chile SpA and Atticus Geoscience Consulting Ltd., effective 5 October 2026, issued 16 October 2026. This TRS has been

prepared from that report and reports the same Mineral Resource Estimate.

2.3 Effective Date

The effective date of the Mineral Resource Estimate

and Report is 5 October 2026 (“Effective Date”).

2.4 Qualifications of Consultants

This Report has been prepared by Dr. Scott Jobin-Bevans

and Mr. Simon Mortimer (together the “Consultants” or the “Authors”). Dr. Jobin-Bevans (“Principal Author”)

is the Managing Director and Principal Geoscientist at Caracle Creek Chile SpA and Mr. Mortimer (“Co-Author”) is a Professional

Geologist with Atticus Geoscience Consulting Ltd.

Dr. Jobin-Bevans is a Professional Geoscientist

(PGO #0183 (Ontario), P.Geo.) with experience in geology, mineral exploration, mineral resource and reserve estimation and classification,

land tenure management, metallurgical testing, mineral processing, capital and operating cost estimation, and mineral economics. Mr. Mortimer

is a Professional Geologist (FAIG #7795) with experience in geology, mineral exploration, geological modelling, mineral resource and reserve

estimation and classification, and database management.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Dr. Scott Jobin-Bevans and Mr. Simon Mortimer,

by virtue of their education, experience, and professional association, are each considered to be a Qualified Person (“QP”),

as that term is defined in S-K 1300 (§229.1300). The Consultants employed in the preparation of this Report have no beneficial interest

in Jaguar Uranium and are not insiders, associates, or affiliates of the Company. The responsibility matrix is provided in Table 2-1,

summarizing each of the Report sections for which the Authors are responsible.

Table 2-1. Responsibility matrix for the preparation of the Report

sections by the Authors.

Author

Complete Section Responsibility

Sub-Section Responsibility

Scott Jobin-Bevans

P.Geo., Caracle Creek

2.0 to 7.0; 9.0; 10.0; 12.0 to 25.0

1.1 to 1.13, 1.15, 1.16

Simon Mortimer

FAIG, Atticus

8.0; 9.0; 11.0; 21.0 to 23.0; 25.0

1.1.4, 1.14, 1.15, 1.16; 2.4; 3.12; 7.1.4

The results of this Report are not dependent upon

any prior agreements concerning the conclusions to be reached, nor are there any undisclosed understandings concerning any future business

dealings between Jaguar Uranium and the Consultants. The Consultants, Caracle Creek, and Atticus are being paid a fee for their work in

accordance with normal professional consulting practices.

2.5 Personal Inspection

Dr. Jobin-Bevans (P.Geo., Ph.D.) completed a Personal Inspection (site

visit) of the Project for one day on 12 May 2026, ably assisted during his visit by Dr. Owen Miller (Consultant to Jaguar Uranium) and

Mr. Sebastian Gomez (Property Manager, Jaguar Uranium). The site visit was made to observe the general Property conditions and access,

to locate evidence of previous exploration work and to determine if any exploration work is currently being done on the Property. Dr.

Jobin-Bevans could see no evidence of any work currently being conducted on the Property. Tracking and waypoints were collected in the

field using a handheld GPS device (Garmin GPSMap 66st) with an approximate horizontal accuracy of ±4 metres (Table 2-2).

Table 2-2. Waypoints collected by the Principal Author during the Personal

Inspection of the Property (WGS84 Z19S).

Waypoint

*UTMX (mE)

*UTMY (mN)

Elev (mASL)

Description

637440

5156898

173

turn off to R48, west of Las Plumas

644818

5110006

238

north Property boundary

Stop #1

652336

5086666

339

on Property

Stop #2

650807

5088888

337

area of historical sampling

Stop #3

650656

5088785

340

numerous areas of exposed grey “soil”

Stop #4

650321

5089070

342

historical sampling area TRRR_1031

Stop #5

651088

5088243

345

historical sampling area TRRR_1029

651190

5088381

345

old access trail heading west

657832

5081975

345

southeast Property boundary

671620

5056318

379

intersection of R48 and R29

* WGS84 / UTM Zone 19S

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Selected photographs taken by the Co-Author during the Personal Inspection of the Project are provided in Figure 2-1.

Figure 2-1. Selection of photos taken by

Dr. Jobin-Bevans during his Personal Inspection of the Property. (A) Typical landscape on the Property, along highway R48. (B) Scott

Jobin-Bevans (left) and Sebastian Gomez on the Property. (C) Dr. Owen Miller (left) and Sebastian Gomez taking scintillometer

readings on the Property. (D) Sebastian Gomez taking a scintillometer reading on the Property. (E) Typical background scintillometer

reading (K = 1.36%, U = 4.4 ppm, Th = 5.1ppm) from area of disturbed gravel (grey areas). (F) Typical fence line with open gate put

in by a surface rights holder within the area of the Property. (Caracle Creek, 2026).

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Access to the central area of the Property is

excellent. One of several ways to access the Property is to travel by air (~2 hours) from Buenos Aires (AEP) to the coastal town of Trelew

(pop. ~106,000) (Figure 2-2). From Trelew, travel west on Ruta Nacional 25 to Las Plumas (pop. ~600), about 186 km (~2.5 hr). Approximately

1 km west of Las Plumas, turn south (left) on Ruta Provincial 48, follow the road for about 52 km to the northern boundary of the Property

concessions, through the Project, and across the southeastern boundary, at about 85.5 km (distance of about 33 km through the Property).

Finally drive southeast to Garayalde which is at Ruta Nacional 3. Total distance from Las Plumas to Garayalde is about 141 km (~3 hr).

Figure 2-2. Travel to the Property from Trelew

(blue track) for the Personal Inspection; the Property concessions are outlined in red (Caracle Creek, 2026).

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

2.6 Sources of Information

The information,

conclusions, opinions, and estimates contained herein are based on:

● information available to the

Authors (QP) at the time of preparation of this Report;

● assumptions, conditions, and

qualifications as set forth in this Report; and

● data, reports, and other information

supplied by Jaguar Uranium Corp., as well as third party/public sources.

For the purposes

of this Report, the Authors (QPs) have relied on concession ownership information provided by Jaguar Uranium Corp.. The QP Scott Jobin-Bevans

has not researched legal property title or mineral rights for the Project and expresses no legal opinion as to the ownership status of

the Project.

This Report is based on, but not limited to, internal

Company emails and memoranda, historical reports, maps, and publicly available information and data (e.g., government and internet),

as cited throughout this Report and listed in Section 24.0 - References.

Company personnel and associates were actively

consulted before and during the Report preparation and during the Personal Inspection, including Steven Gold (CEO, Jaguar Uranium Corp.)

and other consultants engaged by the Company.

General information was accessed through the Government

online geological portal website. Additional information was reviewed and acquired through public online sources including Jaguar Uranium’s

website, SEDAR+ (System for Electronic Document Analysis and Retrieval), and various other corporate websites.

Standard professional review procedures were used

by the Authors in the preparation of this Report. The Authors consulted and utilized various sources of information and data, including

historical files provided by the Issuer and government publications.

2.7 Commonly Used Terms, Initialisms and Units of Measure

All units in this Report are based on the International

System of Units (“SI Units”), except for units that are industry standards, such as troy ounces for the mass of precious metals.

Table 2-3 provides a list of some of the terms and abbreviations used in this Report and Table 2-4 provides conversions for common units.

Unless specified otherwise, the currency used is American Dollars (US$ or USD) and coordinates are given mainly in WGS84 / UTM 19S (EPSG:32719).

2.7.1 WGS84 Versus POSGAR 94 / ARGENTINA 3

The WGS84 coordinate reference system (“CRS”)

is a global datum and UTM projection using the WGS84 ellipsoid, whereas POSGAR 94 / ARGENTINA 3 (EPSG:22183) is an Argentine national

projection CRS using a Transverse Mercator projection. An important point is that Argentina’s Gauss-Krüger system uses a 7-digit

false easting convention, with the zone number embedded in the easting. POSGAR 94 is geodetically tied to the Argentine realization of

the geocentric reference system, whereas WGS84 is the global WGS84 datum. The datum difference is generally much smaller than the dramatic-looking

difference in the coordinate values caused by the different projections/false eastings. To make the transformation, for example in QGIS,

and your original layer is EPSG:22183, the correct workflow is: Layer CRS: POSGAR 94 / Argentina 3 — EPSG:22183, then Export →

Save Features As → CRS → WGS 84 / UTM zone 19S (EPSG:32719); QGIS will perform the reprojection.

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Table 2-3. Commonly used units of measure, abbreviations, initialisms

and technical terms.

Units of Measure/Abbreviations/Initialisms

above mean sea level

AMSL

Atomic Absorption

billion years ago

CRM

Certified Reference Material

centimetre

DDH

Diamond Drill Hole

degrees Celsius

°C

Electromagnetic

dollar (Canadian)

EOH

End of Hole

foot

EPSG

European Petroleum Survey Group

gram

Fire Assay

grams per tonne

g/t

ICP

Inductively Coupled Plasma

greater than

Int.

Interval

hectares

Lat.

Latitude

hour

Long.

Longitude

inch

LDL

Lower Detection Limit

kilo (thousand)

LLD

Lower Limit of Detection

kilogram

MAG

Magnetic Survey or Magnetometer

kilometre

NAD 83

North American Datum 83

less than

NAD 27

North American Datum 27

litre

NI 43-101

National Instrument 43-101

metre

NSR

Net Smelter Return Royalty

millimetre

P.Geo.

Professional Geoscientist or Professional Geologist

million

PSAD56

Provisional South American Datum de 1956

million years ago

QA/QC

Quality Assurance / Quality Control

nanotesla

Qualified Person

not analyzed

qtz

Quartz

ounce

Reverse Circulation

parts per million

ppm

SEM

Scanning Electron Microscope

parts per billion

ppb

Specific Gravity

pound(s)

International System of Units

specific gravity

UTM

Universal Transverse Mercator

square kilometre

km2

WGS 84

World Geodetic System 1984

tonne (1,000 kg) (metric tonne)

square metre

Minerals*

carnotite

Cnt

quartz

coffinite

Cof

Urn

uraninite (pitchblende)

pyrite

Ura

uranophane

Elements

iron

uranium

molybdenum

vanadium

silica

* IMA-CNMNC approved mineral abbreviations (Warr, 2021)

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Table 2-4. Conversions for common units.

Metric Unit

Imperial Measure

1 hectare

2.47 acres

1 metre

3.28 feet

1 kilometre

0.62 miles

1 gram

0.032 ounces (troy)

1 tonne

1.102 tons (short)

1 gram/tonne

0.029 ounces (troy)/ton (short)

1 tonne

2,204.62 pounds

Imperial Unit

Metric Measure

1 acre

0.4047 hectares

1 foot

0.3048 metres

1 mile

1.609 kilometres

1 ounce (troy)

31.1 grams

1 ton (short)

0.907 tonnes

1 ounce (troy)/ton (short)

34.28 grams/tonne

1 pound

0.00045 tonnes

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3.0

Property Description

3.1

Property Location

The Laguna Salada Uranium-Vanadium Project is

located in Chubut Province, Argentina, approximately 260 km southwest of the town of Trelew (Figure 3-1). The Project is situated in eastern-central

Chubut Province and is covered by the Argentine 1:250 000 scale geological map sheets Las Plumas 4366-III and Garayalde 4566-I. The approximate

centre of the main area of interest within the Laguna Salada Project is at approximately -44.247800 Latitude, -66.976300 Longitude, 661573

mE, 5098613 mN (WGS84 / UTM 19S), or 3,661,637.66 m, 4,903,348.34 m (POSGAR 94 / Argentina 3). Unless otherwise stated, coordinates for

maps and plans used in this section are presented in POSGAR 94 / Argentina 3 (EPSG:22183).

All known uranium-vanadium mineralization that

is the focus of this Report is located within the boundary of the mining lands that comprise the Laguna Salada Project.

Figure 3-1. Location of the Laguna Salada

U-V Project in Chubut Province, Argentina (Atticus, 2026).

3.2

Mineral Disposition

The Laguna Salada concession package

consists of 28 mining concessions covering approximately 210,284.45 ha, held by 2847312 Ontario Inc. (Table 3-1). The concessions

comprise a mixture of Cateos (“Cateo”) and Manifestaciones de Descubrimiento (“MD”) and are registered with

the Mining Notary in Chubut Province (Mártires Department). A list of the 28 concessions is presented in Table 3-1 and the

concession locations are shown in Figure 3-2. All relevant mining fees are paid and up to date. The Company has requested that

several of the Cateos be converted to Manifestaciones de Descubrimiento (MD) status (Table 3-1).

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

The information in Table 3-1 was supplied by the

Issuer to the Consultants and it has not been confirmed in detail by the Authors.

Table 3-1. Summary of the 28 Laguna Salada mining concessions,

Chubut Province, Argentina.

No.

Concession

Name

Concession

Year

Area

(ha)

Type of

Right

Cadastral

Registry

(dd-mm-yy)

Concession

Grant

MD Requested

Within Cateo

GAP 1

16362

2013

10,000.01

Cateo

14-05-13

No - in process

GAP 2

16363

2013

9,994.93

Cateo

14-05-13

No - in process

GAP 3

16955

2022

9,994.11

Cateo

02-05-22

No - in process

GAP 4

16956

2022

9,951.69

Cateo

02-05-22

No - in process

GAP 5

16957

2022

9,877.20

Cateo

02-05-22

No - in process

HOPE 1

15280

2007

6,000.00

Cateo

07-09-07

Yes

HOPE 2

15281

2007

5,989.57

Cateo

07-09-07

Yes

HOPE 3

15282

2007

2,400.15

Cateo

07-09-07

Yes

HOPE 4

15283

2007

9,372.40

Cateo

29-11-22

No - in process

Yes

HORQUETA 1

16119

2011

10,000.00

Cateo

21-12-11

No - in process

HORQUETA 2

16120

2011

10,000.00

Cateo

21-12-11

No - in process

HORQUETA 3

16150

2012

10,000.00

Cateo

29-02-12

No - in process

HORQUETA 4

16151

2012

10,000.00

Cateo

29-02-12

No - in process

HORQUETA 5

16152

2012

9,899.01

Cateo

29-02-12

No - in process

LAGO SECO

15222

2007

3,442.52

Cateo

30-05-07

No - in process

LAGO SECO 2

15229

2007

9,998.06

Cateo

Yes

LAGO SECO OESTE

15576

2009

9,991.11

Cateo

No - in process

Yes

LAGO SECO SUR

15623

2009

5,165.67

Cateo

08-06-09

Yes

LA ROSADA

16160

2012

9,997.93

Cateo

05-03-12

No - in process

NORTE

15800

2010

9,891.62

Cateo

24-09-10

No - in process

Sub-total (Cateo):

171,965.98

GUANACO I

15496

2008

4,009.41

23-09-08

GUANACO II

15497

2008

6,959.16

23-09-08

Yes

GUANACO III

15498

2008

5,559.63

23-09-08

Yes

GUANACO IV

15657

2009

3,194.56

26-10-09

Yes

GUANACO V

15873

2010

3,967.14

07-01-11

Yes

GUANACO VI

15874

2010

3,949.56

07-01-11

Yes

GUANACO VII

15875

2010

3,679.01

01-12-10

Yes

SUSANA

16553

2015

7,000.00

20-04-15

Sub-total (MD):

38,318.47

Total:

210,284.45

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Figure 3-2. Mining concession map showing

the Laguna Salada Property over a digital elevation model (Atticus, 2026).

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3.3

Holding Costs and Annual Requirements

The annual approximate holding costs are summarized

in Table 3-2, which amount to about US$21,784 for five of the 28 concessions. According to the Company, there are no other requirements

to keep the 28 concessions in good standing as 23 of the 28 concessions are still within the original 3-year grace period for payments

which commence in 2028 (see Section 3.6 – Mineral Land Tenure System – Argentina).

Table 3-2. Annual holding costs for the Laguna Salada U-V Project

(Manifestaciones de Descubrimiento).

Property

Canon / Mining Fee (ARS$)

Canon / Mining Fee (US$)

Guanaco II

6,209,031.50

$ 4,139.35

Guanaco III

6,209,031.50

$ 4,139.35

Guanaco IV

5,676,828.80

$ 3,784.55

Guanaco VI

6,209,031.50

$ 4,139.35

Guanaco VII

6,209,031.50

$ 4,139.35

Subtotal:

30,512,954.80

$ 20,341.97

Administrative claims estimated

2,163,600.00

$ 1,442.40

Total (US$):

$ 21,784.37

3.4

Surface Rights and Legal Access

The Argentine Mining Code sets out the rules under

which surface rights and easements may be granted for mining operations. These provisions cover land occupation, rights-of-way, access

routes, transport routes, rail lines, water use, and any other infrastructure required for operations.

In general, compensation must be paid to the affected

landowner in proportion to the damage or inconvenience incurred. No provisions or regulations have been enacted defining the nature or

amount of such compensation. Where no agreement can be reached with the landowner, the Argentine Mining Code provides the mining right

holder with the right to expropriate the required property.

From time to time, a land possessor may dispute

the Company’s surface access rights. As a result, the Company may be prevented from exercising its legal temporary occupation rights.

Surface access issues may delay planned exploration programs, and such delays may be significant.

In general, easements outside the perimeter of

a concession are road easements. To establish such easements, the corresponding permission or authorisation from the authority must be

obtained in advance. Compensation must then be paid for the occupied land, or a proper bond must be provided.

For easements outside the concession perimeter,

the legal declaration of public utility must be supported by two forms of evidence at the concession holder’s expense:

· that the easement cannot be constituted within the perimeter

of the concession, as set out in Article 151 of the Argentine Mining Code; and

· that the work is genuinely beneficial for mining activities,

as set out in Article 13 of the Argentine Mining Code.

The list of underlying landowners associated with

the Laguna Salada mining concessions is presented in Table 3-3, and the distribution of surface ownership relative to the mining concessions

is shown in Figure 3-3.

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Table 3-3. Laguna Salada mining concessions and associated

underlying landowners. Coding in “ID” column is tied to the underlying lands shown in Figure 4-3.

Property / Land

Land Owner

Within / Intersecting Concessions

L-01

CERRO BELLIDO

ISABEL IBAÑEZ

HORQUETA 2

L-02

CERRO HOSPITAL

SUC. JUAN M LIÑEIRO

HORQUETA 4, HORQUETA 5

L-03

DON ARSENIO

MARTA GUTIERREZ

HORQUETA 3, HORQUETA 4

L-04

DON JOSE

TELMA ALEJANDRA SARBON

HORQUETA 2, HORQUETA 4, HORQUETA 5

L-05

DON LEONARDO

UNKNOWN

LAGO SECO SUR

L-06

DON PLACIDO

JUAN C ALBERTELLA

GAP 1, GAP 2, HORQUETA 1, HORQUETA 2

L-07

DON VICENTE

UNKNOWN

GAP 2, GAP 3, HOPE 2

L-08

EL HORNITO

BADILLO Y MEDALLO

GUANACO I, GUANACO II, GUANACO V, NORTE

L-09

EL TRAHUIL

ALBERTELLA

HORQUETA 5, LA ROSADA

L-10

EMBALSE FLORENTINO AMEGHINO

PROVINCIAL STATE

HORQUETA 3, HORQUETA 4, HORQUETA 5, LA ROSADA

L-11

LA AURORA

UNKNOWN

HOPE 4, L. SECO SUR

L-12

LA CAÑA

UNKNOWN

GUANACO VII, HOPE 3, L. SECO SUR, LAGO SECO 2

L-13

LA CHIQUITA

UNKNOWN

GAP 5, SUSANA

L-14

LA ESTRELLITA

UNKNOWN

GAP 5

L-15

LA FORTUNA

UNKNOWN

GAP 1, GAP 2, GAP 3

L-16

LA HERMINIA

UNKNOWN

GAP 3, GAP 4, HOPE 3

L-17

LA MADRESELVA

MARTIN ENDARA

GUANACO II, GUANACO VI, HOPE 1, HOPE 2, NORTE

L-18

LA MIMOSA

SUC. ATILIO CABARCO

GAP 1, HORQUETA 2, HORQUETA 3, HORQUETA 4

L-19

LA PALMERA

UNKNOWN

LAGO SECO SUR

L-20

LA POSADA

GARCIA

HORQUETA 5

L-21

LA ROSADA

GARCIA

LA ROSADA

L-22

LA SALADA

HECTOR CASTILLO

HORQUETA 1, NORTE

L-23

LA SUSANA

JUAN C ALBERTELLA

GAP 4, GAP 5, GUANACO II, GUANACO III, GUANACO IV, GUANACO VI, HOPE 2, HOPE 3, HOPE 4, LAGO SECO 2, SUSANA

L-24

LAS HORQUETAS

HECTOR RODRIGUEZ

GAP 1, GAP 2, GAP 3, HOPE 2, HORQUETA 1, HORQUETA 2, HORQUETA 3

L-25

LAS SUSANAS

JUAN C ALBERTELLA

GUANACO VII, HOPE 1, HOPE 2, HOPE 3, LAGO SECO, LAGO SECO 2

L-26

LOS ALAMOS

UNKNOWN

GAP 3, HOPE 2

L-27

LOS AMIGOS

UNKNOWN

HORQUETA 5, LA ROSADA

L-28

LOS OLMOS

UNKNOWN

NORTE

L-29

PIEDRA BLANCA

UNKNOWN

GAP 1, GAP 3

L-30

SANTA SILVIA

NUEVA GALSE DEL SUR

NORTE

L-31

UNKNOWN

PROVINCIAL STATE

GUANACO II, GUANACO III, GUANACO VII, L. SECO OESTE, LAGO SECO

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Figure 3-3. Underlying surface ownership (see

Table 4-3) and the 28 concessions that comprise the Laguna Salada Project (Atticus, 2026).

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3.5

Project Ownership and Initial Transaction

On 22 July 2024, IsoEnergy Ltd. (“IsoEnergy”)

announced that it had completed the sale to private company Jaguar Uranium Corp. of 100% of the issued and outstanding shares of a wholly-owned

subsidiary of IsoEnergy, which holds, indirectly, a 100% interest in the Laguna Salada Project. The Project is subject to a Net Smelter

Return (“NSR”) royalty (IsoEnergy news release 22 July 2024) (see Section 3.11 – Royalties and Obligations).

3.6

Mineral Land Tenure System - Argentina

The Laguna Salada mining concessions are located

in the Province of Chubut, Republic of Argentina. Mineral tenure in Argentina is governed by the Código de Minería de la

Nación, passed by Law 1919/86, referred to as the Argentine Mining Code. In Argentina, the provinces own the mineral resources,

while private parties can acquire legally recognized mining rights through the provincial mining authority. The mining property is legally

distinct from ownership of the surface land.

Under the Argentine Mining Code, two types of

mining right may be granted:

· exploration permits, comprising Cateos and Manifestaciones

de Descubrimiento; and

· exploitation permits, referred to as concesións de

explotación or minas.

The general process might follow this path:

Prospecting → Cateo →

Discovery → Manifestación de Descubrimiento → Mensura → Mining Concession

3.6.1

Cateo (Exclusive Exploration Right)

Cateos are awarded in 500 ha units, referred to

as measurement units. A titleholder may acquire up to 20 measurement units, equivalent to 10,000 ha, under one Cateo, but may not hold

more than 400 measurement units, equivalent to 200,000 ha, in any one province.

A Cateo provides the holder with the right to

explore and prospect within the measurement unit boundary for an initial period of 150 days. The term is extended by 50 days for each

additional measurement unit granted, up to a maximum term of 1,100 days.

Where a holding is greater than four measurement

units, the holder must relinquish half of the land after 300 days. At the 700-day point, the holder must relinquish half of the remaining

measurement units.

Before an exploration permit is granted, the holder

must pay a one-off fee of ARS$400 for each measurement unit, provide a work plan, and commit to starting that work program within 30 days

of the permit being granted. Compensation must be paid to landowners inconvenienced by exploration activities. An activities report must

be submitted to the regulatory authorities within 90 days after expiry of the measurement unit.

3.6.2

Manifestación de Descubrimiento (Exploration)

A Manifestación de Descubrimiento, or MD,

is another form of exploration licence and represents the first step towards obtaining mining rights. Registration of an MD gives the

holder preference over the area.

By petitioning an MD, the holder informs the

Mining Authority that a potentially economic mineral body has been discovered, irrespective of whether a prior Cateo exists. The

holder has 100 days from registration, subject to possible extension, to file the labor legal, which identifies the location of the

discovery point within the area.

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The maximum area of an MD is 3,500 ha. The mining

fee, or canon, is ARS$3,200 per 100 ha per year. The obligation to pay begins three years after registration of the MD.

3.6.3

Mina (Mining Concession)

A Mina, Mining Concession or exploitation permit

allows for mining activity. The holder must initially apply for a discovery claim, or Manifestación de Descubrimiento (MD) , after

which the application is advertised for public comment.

The measurement unit area for exploitation concessions,

known as a pertenencia, varies depending on the style of mineralization to be exploited. Exploitation concessions over Au, Ag and Cu,

and generally over hard-rock mineral deposits such as vein-style and discrete deposits, are typically 6 ha in extent. For disseminated

mineralization styles, claim sizes may reach a maximum of 100 ha. Exploitation permits may consist of one or more pertenencias.

An exploitation permit is contingent on several

requirements, including:

· provision of official cartographic coordinates for the deposit

and the area required for operating facilities;

· provision of a sample of the discovered mineral; and

· approval of an Environmental Impact Assessment.

Approval and registration of the legal survey

request by the relevant provincial mining authority constitutes formal title to the exploitation permit. Provided mining is active and

all other requirements are met, exploitation permits can have an indefinite grant period.

After three years from the date on which the discovery

claim is registered, an annual canon becomes payable. The annual canon depends on the pertenencia size and ranges from ARS$80 for 6 ha

pertenencias to ARS$800 for 100 ha pertenencias.

A further condition requires the holder to invest

at least 300 times the value of the annual canon in fixed assets on the exploitation permit over a five-year period. Twenty percent of

the required investment must be made in each of the first two years of the designated investment period. The remaining 60% may be expended

at the holder’s discretion during the final three years. The exploitation permit may be cancelled if the minimum expenditures are

not met in the required manner.

Permits may also be cancelled if mining activity

ceases for more than four years and the holder has no plan to reactivate mining within a five-year period.

3.6.4

Pertenencia

A pertenencia is essentially the legally defined

unit of a mining concession. The concession is therefore not necessarily a simple polygon like a modern exploration claim as the historical

Argentine system is based around the mine/discovery and its pertenencias, which are then surveyed and registered.

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3.7

Government Taxation and Royalties

3.7.1

Corporate Income Tax

The corporate income tax rate in Argentina is

on a sliding scale ranging from 25% to 35% and the Company typically indicates a rate of 35%.

3.7.2

Provincial Mining Royalties

A 3.0% pithead value royalty is payable to the

Province of Chubut for mined material that is shipped directly out of the province.

The royalty value is defined as the value obtained

during the first selling stage, less the direct and/or operating costs required to move the pithead mineral to that stage, except for

direct or indirect costs and expenses inherent to the extraction, or mining, process.

Costs that may be deducted include:

· transport, freight and insurance costs for concentrate;

· concentrate selling costs;

· smelting and refining costs;

· crushing, milling and beneficiation costs; and

· administration costs.

The cost to mine the material cannot be deducted

or depreciated for the purposes of calculating the royalty.

3.8

Current Work Permits and Work Status

The Company has split the Project into six sub-groups

with two of them having their approved Evaluación de Impacto Ambiental (“EIA”) studies. According to the Company, an

Exploration EIA has been granted for the Guanacos Concession Group and a Prospecting EIA for the La Rosada Concession Group (see

Section 3.10 – Environmental Requirements, Status and Liabilities).

As of the Effective Date of the Report, there

is no exploration work being conducted on the Project.

3.9

Landholder and Community Consultation

According to the Company, there are no current

written land agreements in place. In the past, there have been signed agreements needed to execute the previous exploration campaigns.

Once the Company finalizes the design for the next Laguna Salada exploration program, they will contact the landowners whose lands are

included in the exploration plans.

The Authors are not aware of any other formal

community consultation or landholder engagement required at this stage.

3.10

Environmental Requirements, Status and Liabilities

In Argentina, mineral exploration approval is

primarily a provincial process, because the provinces own the natural resources. There is also a national framework under the Mining Code,

but the actual permitting is handled by the relevant provincial mining and environmental authorities. For the Laguna Salada Project, the

enforcement authority is the Mining Ministry of the Province of Chubut.

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Under the Argentine Mining Code (Mining Code),

individuals or legal entities, whether public or private, intending to undertake mining exploration activities must submit an Informe

de Impacto Ambiental (“IIA”) or Environmental Impact Report (DIA), which describes the exploration methods, impacts and mitigation.

For example, for prospecting, the report describes the proposed actions and potential environmental risks whereas for exploration, it

must describe the methods and necessary environmental protection measures.

Obtaining a mining right/Cateo does not by itself

give you permission to physically conduct exploration activities. You generally need the environmental approval before commencing exploration

work. Moreover, the Mining Code is quite explicit that before commencing activities, the responsible party must submit an environmental

impact report, and the authority must approve it.

An Environmental Impact Declaration (DIA) must

be updated at least every two years with an updated Environmental Impact Report to be submitted 45 days before expiration. The update

must include a report containing the results of environmental protection actions carried out, as well as any new events that may have

occurred, in accordance with Article 256 of the Mining Code.

If work of greater magnitude is planned, or if

the proposed tasks change relative to those previously communicated to the authorities, the environmental reports must be expanded, and

the mining environmental authority must be informed.

Table 3-4 provides a summary of the current environmental

approvals (DIA) for exploration activities restricted to the areas declared in the Environmental Impact Report (IIA), and valid for a

period of two years.

Table 3-4. Laguna Salada mining concessions, file numbers, IIA

approval files and expiry dates.

Concession Name

Concession No.

Year

Approval

(dd-mm-yy)

Expiry

(dd-mm-yy)

HORQUETA I

16.119/11

2026

22-09-26

22-09-28

HORQUETA II

16.120/11

2026

22-09-26

22-09-28

HORQUETA III

16.150/12

2026

22-09-26

22-09-28

HORQUETA IV

16.151/12

2026

22-09-26

22-09-28

HORQUETA V

16.152/12

2026

22-09-26

22-09-28

LA ROSADA

16.160/12

2026

22-09-26

22-09-28

GUANACO I

15496/08

2026

26-02-26

26-02-28

GUANACO II

15497/08

2026

26-02-26

26-02-28

GUANACO III

15498/08

2026

26-02-26

26-02-28

GUANACO IV

15675/09

2026

26-02-26

26-02-28

GUANACO V

15873/10

2026

26-02-26

26-02-28

GUANACO VI

15874/10

2026

26-02-26

26-02-28

GUANACO VII

15875/10

2026

26-02-26

26-02-28

The Authors are unable to comment on any remediation

which may have been undertaken by previous companies and are not aware of any environmental liabilities associated with the Property.

The QP Scott Jobin-Bevans is not aware of any

other permits or authorizations required to complete the recommended exploration program (see Section 23.0 - Recommendations).

3.11

Royalties and Obligations

The Property is subject to a 2.0% net smelter

return (“NSR”) royalty held by IsoEnergy which is payable on all production from the Laguna Salada Project. Jaguar retains

the right to buy back 1.0% of the royalty for a period of seven years at a price of US$2.5 million (IsoEnergy news release 22 July 2024).

According to the Company, upon commercial production, the Company must pay IsoEnergy a one time payment of C$5M.

The QP Scott Jobin-Bevans is not aware of any

other royalties or obligations connected with the Laguna Salada Project.

3.12

Other Significant Factors and Risks

As of the Effective Date of this Report, the QPs

are not aware of any significant factors that may affect access, title, or the right or ability to perform the proposed work program (see

Section 23.0 – Recommendations) on the Laguna Salada U-V Project.

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4.0

Accessibility, Climate, Local Resources, Infrastructure and Physiography

4.1

Accessibility

The Laguna Salada Uranium-Vanadium Project is

located within the San Jorge Basin in the Department of Mártires, Province of Chubut, Argentina.

The Property is located approximately 260 km southwest

of the town of Trelew and approximately 220 km north of the town of Comodoro Rivadavia (Figure 4-1; see Figure 3-1). Trelew and Comodoro

Rivadavia are regional hubs with airports and essential services. Comodoro Rivadavia also has a large deep-water port.

Access to the Project from Trelew is by paved

highway to Las Plumas, followed by an all-weather gravel road to the Laguna Salada area. Access from Trelew is summarized in Table 4-1

and shown in Figure 4-1.

Table 4-1. Access to Laguna Salada Project, Chubut Province, Argentina.

Route

Road class

Distance

Time

Trelew to Las Plumas

Ruta 25 Highway

185 km

2.5 hours

Las Plumas to Laguna Salada

Provincial Route 48, all-weather gravel road

60 km

2 hours

Figure 4-1. Access to the Laguna Salada Project,

Chubut Province, Argentina (Atticus, 2026).

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4.1.1 Surface Rights and Access

As of the Effective Date of the Report, the surface

rights that underlie the Project concessions are held by private landowners. Access to the surface rights that cover the concessions is

negotiated with the landowners on a case-by-case basis, with arbitration by the Provincial Government, if required.

4.2

Climate and Operating Season

The Project area has an arid to semi-arid climate.

Annual rainfall is approximately 200 mm and is generally low. Rainfall may occur as snow during June and July. Annual temperatures range

from winter lows of approximately -5°C to summer highs of approximately 20°C to 25°C. The area is also characterised by strong

winds. Field work can generally be carried out year-round; however, care is required during midwinter because roads may become waterlogged

and temporarily impassable.

4.3

Local Resources and Infrastructure

Regional infrastructure is shown in Figure 4-2.

The nearest supply point is the town of Las Plumas, which has a population of approximately 500 people. Basic goods and services, including

food, fuel and labour, can be obtained from Las Plumas. Other services, including heavy machinery, can be obtained from Trelew or Puerto

Madryn. Exploration campaigns require the establishment of a fully serviced camp on the Property. A major hydro-electric project is located

approximately 35 km north-east of the Property at Dique Florentino Ameghino on the Chubut River.

4.3.1

Labour

Chubut Province is sparsely populated, especially

away from the major towns on the coast. Some semi-skilled and unskilled labour is available locally. For any extended exploration or drilling

program, a field camp would need to be established.

There is no history of metallic mining in the

immediate Project area, although there is some quarrying and extraction of industrial minerals.

Chubut has a well-developed oil industry accustomed

to operating in remote locations year-round. Heavy machinery is available if required.

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Figure 4-2. Regional infrastructure relative to

the Laguna Salada Project, Argentina (Atticus, 2026).

4.4

Physiography

The Laguna Salada Project is within an exceedingly

flat gravel plain, located on a large, north-east trending gravel-topped mesa, approximately 10 km by 20 kilometre. Local relief is limited

mainly to isolated basement highs and incised valleys formed by the larger rivers in the region. Elevations across the region range from

approximately 200 m to 400 m AMSL and average approximately 300 m AMSL. The mesa is dissected by shallow, ephemeral and generally dry

stream beds. Isolated hills of underlying basement rocks project through the gravel cover in parts of the Property.

The mesa is bounded to the north-west by the valley

of the Rio Chubut and to the south-east by the valley of the Rio Chico. Regional topography (digital elevation model) is shown in Figure

4-3 and a general view of the Property landscape is shown in Figure 4-4.

4.4.1

Water Availability

The Project area is arid to semi-arid, with annual

rainfall of approximately 200 millimetres. The Chubut River, located to the north-west of the Property, and the Rio Chico, located to

the south-east, flow throughout the year. Other smaller streams and rivers in the area are ephemeral.

On-site water supply requirements should be considered

in the planning of future exploration programs, including extended field campaigns and any drilling or trenching activities.

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4.4.2

Flora and Fauna

Flora within the Project consists of sparse grass

cover and drought-resistant small bushes and shrubs. Common species include Nassauvia ulicina and Frankenia patagonica.

A typical view of the landscape and vegetation cover is shown in Figure 4-4.

Figure 4-3. Province-scale topography (digital

elevation model) and location of the Laguna Salada Project, Chubut Province, Argentina (Atticus, 2026).

Figure 4-4. General view and typical physiography

of the Laguna Salada Property and area (Caracle Creek, 2026).

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5.0 History

The Laguna Salada Project has been explored by

several parties since the original identification of uranium prospectivity in the late 1970s. Work has included airborne radiometric surveying,

ground radiometric surveying, geological mapping, pitting, trenching, reverse circulation drilling, downhole radiometric logging, channel

sampling, geochemical sampling, metallurgical test work, and more recent field review and target-generation activities.

The principal historical exploration work was

completed by Comisión Nacional de Energía Atómica (National Atomic Energy Commission) or CNEA, Mega Uranium Ltd.

(“Mega”) which was originally incorporated as Maple Minerals Corp, U3O8 Corporation (“U3O8”) which is now Green

Shift Commodities Ltd, and IsoEnergy Ltd. (IsoEnergy), with Jaguar Uranium Corp. acquiring the Project in July 2024 (IsoEnergy news release

22 July 2024).

A summary of the main ownership and exploration

milestones from 1978 to 2022 is presented in Table 5-1.

Work initially focused on the Guanaco, Lago Seco,

and Buried Lake areas, which define the principal historical Laguna Salada resource areas. Additional reconnaissance exploration was completed

at La Susana and La Rosada, with more recent mapping and sampling focused on the Delfin and Pescado prospects in the La Rosada area (Miller,

2024).

The main styles of exploration completed to date

reflect the shallow, near-surface nature of the uranium-vanadium mineralization. In the Guanaco and Lago Seco areas, pitting and trenching

proved more effective than conventional drilling because mineralization occurs in unconsolidated sandy gravel close to surface (Inwood

and Goode, 2011; Miller, 2024).

Table 5-1. Summary of historical ownership and exploration milestones.

Year /

Period

Company /

Organization

Work Completed / Milestone

Main Results

1978

CNEA

Regional airborne

radiometric survey over approximately 100,000 km2 in Chubut and Santa Cruz provinces

Radiometric anomalies identified over Lago Seco and Madreselva, now Guanaco

Early 1980s

CNEA

Follow-up ground radiometric surveys and trenching

Caliche-style uranium

mineralization recognized; mineralized layer reported as 0.5 m to 2 m thick with grades up to 1,000 ppm U3O8

Early 1980s

CNEA

Exploration ceased

Exploration concessions lapsed

2007

Mega Uranium

Applied for two exploration licenses and commenced fieldwork in May 2007

Ground follow-up of CNEA anomalies and evaluation of shallow uranium mineralization

2007 to 2009

Mega Uranium

Additional concession applications

Laguna Salada land position expanded

2008

Mega Uranium

57 RC holes drilled for 1,561 m

15 deeper holes tested stratigraphic targets beneath gravel; 42 shallow holes tested caliche-style mineralization

2007 to 2010

Mega Uranium

Ground radiometry, mapping, pitting, trenching and sampling at Guanaco, Lago Seco and Buried Lake

Near-surface uranium-vanadium mineralization defined in shallow unconsolidated gravels and at the gravel-substrate unconformity

2010

U3O8 Corp.

Acquisition of Mega Uranium subsidiaries

Project ownership transferred into the U3O8 Corp. group and land position continued to expand

2010 to 2015

U3O8 Corp.

Additional mining concessions, infill trenching, sampling, metallurgical test work and project studies

Further expansion and evaluation of Laguna Salada targets

2011

U3O8 Corp. / Coffey Mining

Initial mineral resource estimate for Guanaco and Lago Seco

Mineral resource estimate completed for the principal Laguna Salada resource areas

2014

U3O8 Corp. / Tenova

Preliminary Economic Assessment

Preliminary project development and economic assessment completed

2016

U3O8 Corp.

End of main Mega Uranium / U3O8 Corp. exploration period

Historical exploration record established for Guanaco, Lago Seco, Buried Lake, La Susana, La Rosada and regional targets

2021

IsoEnergy Ltd.

Acquisition of Laguna Salada Project

Project acquired by IsoEnergy Ltd.

2022

IsoEnergy Ltd.

Mapping, shallow pitting, scintillometer surveying and geochemical sampling focused on northern La Rosada

Uranium-vanadium mineralization evaluated in unconsolidated sediments and basement volcanic rocks at Delfin and Pescado

Unless otherwise noted, the information presented

in this section has been summarized and adapted from the technical reports by Miller (2024), Tenova (2014), or Inwood and Goode (2011).

The QP Simon Mortimer has reviewed these reports and considers the information relevant and reliable for the purposes of this Report.

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5.1

Ownership and Land Tenure History

The Laguna Salada area was first identified as

prospective for uranium mineralization in 1978 based on a regional airborne radiometric survey completed by CNEA, the Argentine National

Atomic Energy Commission.

In early 2007, Mega applied for two exploration

licences covering the airborne radiometric anomalies and commenced fieldwork in May 2007. Mega explored the Project and made the original

discovery of shallow uranium-vanadium mineralization. The initial land position was expanded by Mega through additional concession applications

made in 2007, 2008 and 2009.

In April 2010, U3O8 acquired Gaia Energy, a subsidiary

of Mega, which included the purchase of Maple, a wholly-owned subsidiary of Gaia Energy. Subsequently, U3O8 expanded the Laguna Salada

land position by adding more concessions from 2010 through 2015.

In December 2020, Consolidated Uranium Inc. (“CUR”),

formerly known as International Consolidated Uranium Inc., a wholly-owned subsidiary of IsoEnergy, entered into an option agreement with

U3O8. In December 2021, CUR earned a 100% interest in the Project. IsoEnergy further expanded the Property size in 2022.

In July 2024, Jaguar Uranium Corp. (a private

company at that time) acquired 100% of the Laguna Salada Project from IsoEnergy (IsoEnergy news release 22 July 2024). Jaguar Uranium

started trading on the New York Stock Exchange (NYSE) on 12 February 2026 following a successful US$25 million Initial Public Offering.

5.2

CNEA (1978-Early 1980s)

The Laguna Salada area was first identified as

prospective for uranium mineralization in 1978 during a regional airborne radiometric survey completed by the Comisión Nacional

de Energía Atómica (CNEA), the Argentine National Atomic Energy Commission. The airborne survey covered approximately 100,000

km² in Chubut Province and the adjoining Santa Cruz Province. The survey covered only the western part of the current Laguna Salada

Project area, but identified radiometric anomalies over the Lago Seco and Madreselva areas. The Madreselva area is now referred to as

Guanaco.

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CNEA completed follow-up work on the airborne radiometric anomalies,

including ground radiometric surveys and trenching. This work recognised that the uranium mineralization is related to caliche-style partial

cementation of the host gravel by calcium carbonate. Results identified a mineralized layer ranging from approximately 0.5 m to 2.0 m

thick across an extensive area, with reported uranium grades of up to 1,000 ppm U3O8. CNEA ceased exploration in the early 1980s, after

which the exploration concessions lapsed. The extent of the CNEA airborne radiometric survey relative to the Laguna Salada Project is

shown in Figure 5-1.

Figure 5-1. Map showing the extent of the

CNEA radiometric survey that covers part of the Laguna Salada Project (Tenova, 2014).

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5.3

Mega Uranium Ltd. (2007-2010)

Mega Uranium Ltd. (“Mega”) applied

for two exploration licences covering the airborne radiometric anomalies in early 2007 and commenced field work in May 2007. The initial

land position was subsequently expanded by additional concession applications made in 2007, 2008 and 2009.

Reconnaissance exploration was designed to confirm

whether the anomalies detected by the CNEA airborne survey could be identified on the ground. Early work included lithological mapping,

ground radiometric surveying, pitting, trenching and sampling of exposed or shallow mineralized gravel.

A ground radiometric survey was completed on a

100 m square grid. This survey confirmed an extensive radiometric anomaly located on the two mesas in the Guanaco and Lago Seco areas.

Initial exploratory pitting and trenching confirmed that uranium-vanadium mineralization was widespread and required further investigation.

The radiometric anomalies and associated early trenching at Laguna Salada are shown in Figure 5-2.

Figure 5-2. Radiometric anomalies and trenching

at Laguna Salada (after Inwood and Goode, 2011) (Miller, 2024).

5.3.1

Reverse Circulation Drilling

Mega drilled 57 reverse circulation (RC) drill

holes for a total of 1,561 m in 2008. The drilling was focused mainly on the Guanaco and Buried Lake areas, with fewer holes completed

at the Lago Seco area.

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The drilling included 15 relatively deep

holes, with an average hole length of approximately 80 m, designed to test favourable stratigraphic units beneath the unconsolidated

gravel beds. A further 42 shallow holes, with a maximum depth of approximately 10 m, were drilled in the three principal target areas

to test shallow caliche-style uranium-vanadium mineralization (Miller, 2024).

The distribution of historical Mega drill holes

relative to the Laguna Salada deposit footprint and trenches used for previous metallurgical sampling is shown in Figure 5-3.

Figure 5-3. Map showing the boreholes drilled

in prior exploration of the Laguna Salada Project and the location of trenches from which samples were taken for prior metallurgical test

work (Tenova, 2014).

Drilling confirmed the continuity of mineralization

in the Guanaco, Buried Lake and Lago Seco areas using radiometric logs from a Mount Sopris downhole spectrometer. However, poor recovery

from the unconsolidated sandy gravel, together with the shallow depth of mineralization, resulted in drilling being replaced by trenching

and pitting as the preferred exploration and sampling methods. Details of historical drilling are provided in Section 7.1 – Drilling.

5.3.2

Early Trenching and Pitting

Trenching was initially completed on a nominal

1 km grid during reconnaissance exploration. The spacing was reduced to nominal 400 m and then to nominal 200 m over areas of interest.

In selected areas, spacing was further reduced to 100 m to confirm mineralization continuity, define the position of mineralization within

the stratigraphy and evaluate U3O8 grade variability (Miller, 2024).

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A total of 726 trenches were excavated during

the reconnaissance phase, comprising 370 trenches in the Guanaco area, 262 trenches in the vicinity of Lago Seco and 94 trenches in the

Buried Lake area (Miller, 2024). A summary of the early reconnaissance trenching by area is presented in Table 5-2.

Table 5-2. Summary of early reconnaissance trenching at Laguna

Salada.

Area

No. Trenches

Guanaco

370

Lago Seco

262

Buried Lake

Total

726

5.3.3

Guanaco Area

At Guanaco, trenching was completed on a nominal

400 m by 400 m spacing to establish the extent of mineralization within and beyond the ground radiometric anomaly. Areas outside the radiometric

anomaly were also explored because a barren cover layer of soil or sediment may mask radiation in places (Miller, 2024).

This phase of trenching covered approximately

40 km2 at Guanaco. Mineralized areas defined by the 400 m by 400 m grid were infilled to a 200 m by 200 m trench sampling grid for resource

estimation. Approximately 1,100 trenches were completed to depths of 2.5 m to 5 metres. Some areas were trenched on a 100 m square grid,

and additional 50 m spaced trenching was completed along selected profiles to confirm continuity between adjacent wider-spaced trenches

in the western part of the Guanaco sector.

East-west orientated vertical sections through

the Guanaco area show that mineralization between adjacent trenches can be interpreted as a flat to shallowly undulating layer located

from surface to a maximum depth of mostly 3 metres. The mineralized layer shows continuity for up to approximately 3,000 m along east-west

and north-south orientated sections. The distribution of trenching and drilling, grade-thickness patterns and interpreted mineralized

geometry at Guanaco are shown in Figure 5-4 to Figure 5-6.

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Figure 5-4. Trenching and drilling at Guanaco

(after Inwood and Goode, 2011) (Miller, 2024).

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Figure 5-5. Grade-thickness distribution

map of the Guanaco Region, U3O8 (ppm) x m (after Inwood and Goode, 2011) (Miller, 2024).

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Figure 5-6 Geology and mineralization at the

Guanaco area. Note extreme vertical exaggeration (after Inwood and Goode, 2011) (Miller, 2024).

5.3.4

Lago Seco Area

At Lago Seco, approximately 25 km2 was trenched

on a nominal 400 m square spacing. Mineralized areas identified by this work were infilled to a nominal 200 m square grid, with more detailed

trenching at tighter spacing to confirm continuity of mineralization. A total of approximately 400 trenches were excavated in the Lago

Seco area, with depths varying from 2 m to 3 metres.

Vertical profiles through Lago Seco are similar

to those at Guanaco and show consistent mineralization between adjacent trenches. Mineralization is interpreted as a flat to gently undulating

layer located from within approximately 20 cm of surface to a maximum depth of approximately 3 metres. Mineralization exposed in adjacent

trenches suggests continuity up to approximately 4,000 m along east-west sections and approximately 3,500 m along north-south sections

(Inwood and Goode, 2011; Tenova, 2014). The trench and drill hole distribution, grade-thickness pattern and interpreted mineralized geometry

at Lago Seco are shown in Figures 5-7 to 5-9.

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Figure 5-7. Map showing the location of trenches

and drill hole collars in the Lago Seco area (after Inwood and Goode, 2011) (Miller, 2024).

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Figure 5-8. Grade-thickness distribution

map of the Lago Seco area, U3O8 ppm x m (after Inwood and Goode, 2011) (Miller, 2024).

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Figure 5-9. Stacked sections showing the distribution

of mineralization in the Lago Seco Area. Note the extreme vertical exaggeration (after Inwood and Goode, 2011) (Miller, 2024).

5.3.5

Buried Lake Area

The Buried Lake area target differs from the Guanaco

and Lago Seco targets because mineralization is associated with the unconformity between Quaternary gravels and the underlying Tertiary

Salamanca Formation. Trenching near the margin of the Eastern Mesa, where the unconformity outcrops or lies within a few metres of surface,

indicates that mineralization occurs in a laterally continuous, undulating, tabular zone that spans the unconformity. The upper part of

the mineralized layer typically lies within the conglomerate unit, while the lower boundary lies within mudstones and sandstones of the

Salamanca Formation (Miller, 2024).

Trenches in the wedge-shaped margin of the mesa

indicate that mineralization is laterally continuous over approximately 3 km along a roughly northwest-southeast profile (Miller, 2024).

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The extent of the unconformity-related mineralized

layer beneath the interior of the mesa was tested by reverse circulation drilling. Radiometric logs confirmed a mineralized layer 0.5

m to 1.2 m thick at depths of 5 m to 10 m below surface, with grades estimated between 100 ppm and 500 ppm U3O8.

These data suggest that the unconformity-related mineralization at Buried Lake occurs as a sub-horizontal layer extending at least 800

m laterally beneath the mesa (Miller, 2024). Historical drilling is summarized in Section 7.1 - Drilling. The distribution of trenching,

drilling and grade-thickness values at Buried Lake is shown in Figure 5-10 and Figure 5-11.

Figure 5-10. Map showing the location of trenches

and drill hole collars in the Buried Lake area of the Laguna Salada Project. (after Inwood and Goode, 2011) (Miller, 2024).

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Figure 5-11. Grade-thickness distribution

map of the Buried Lake region, U3O8 ppm x metres (after Inwood and Goode, 2011) (Miller, 2024).

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5.4

U3O8 Corporation (2010-2016)

April 2010, U3O8 Corp. acquired Mega Uranium’s relevant subsidiaries, after which the Laguna Salada land position continued to

be expanded. Additional mining concessions were added from 2010 through 2015 (Miller, 2024).

From

2010 onward, work focused on advancing the principal resource areas at Guanaco and Lago Seco, evaluating the Buried Lake unconformity-style

mineralization, and reviewing additional prospective areas within the wider property. An initial mineral resource estimate was completed

for the Guanaco and Lago Seco areas in 2011. A Preliminary Economic Assessment was subsequently completed in 2014. No Mineral Reserve

estimate has been completed for the Project (Inwood and Goode, 2011; Tenova, 2014; Miller, 2024).

Reconnaissance

work also identified uranium-vanadium mineralization at La Susana and La Rosada. Sampling at La Rosada returned uranium values exceeding

0.05% U3O8 and up to 1.18% U3O8, and vanadium values exceeding 0.01% V2O5

and up to 0.29% V2O5, over average thicknesses of approximately 0.50 m in caliche horizons developed over the shallow

soil profile (Miller, 2024).

5.4.1

La Susana Prospect

Mineralization

at the La Susana Prospect can be traced southwards along the edge of the mesa that hosts the main Laguna Salada resource areas and is

interpreted as a possible extension of the deposit. The mesa edge exposes the mineralized layer where it comes to surface beneath a cap

of barren gravel, sand and/or soil. Mineralization has been traced along the western and eastern edges of the mesa, approximately 10

km to 15 km apart (Miller, 2024; Tenova, 2014).

The

mineralized layer at La Susana lies at an average depth of approximately 0.5 m below surface and is, on average, approximately 0.5 m

thick. The extent to which the approximately 100 km2 interior of the mesa is mineralized remains to be established through systematic

pitting and trenching. Vertical channel samples returned a weighted average grade of 78 ppm U3O8 and 268 ppm V2O5

from the mineralized gravel layer (Miller, 2024; Tenova, 2014). The location of La Susana relative to La Rosada, the uranium and vanadium

sample distributions, and the channel sample results from the mineralized gravel are shown in Figures 5-12 to 5-14 and Table 5-3.

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Figure

5-12. Laguna Salada Property (historical boundary) showing the location of La Susana and La Rosada sampling (Miller, 2024).

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Figure

5-13. La Susana area of the Laguna Salada Property (historical boundary) showing surface sample locations and U3O8

ppm concentrations (Miller, 2024).

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Figure

5-14. La Susana area of the Laguna Salada Property (historical boundary) showing surface sample locations and V2O5

ppm concentrations (Miller, 2024).

Table 5-3.

Assay results from channel sampling of the mineralized gravel at the La Susana area.

Sample

Number

Width

(m)

Uranium

U3O8 (ppm)

Vanadium

V2O5 (ppm)

8720

1.0

296

369

8721

0.8

156

8722

0.5

146

8789

0.7

213

360

20467

0.3

123

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Sample

Number

Width

(m)

Uranium

U3O8 (ppm)

Vanadium

V2O5 (ppm)

20468

0.3

260

20469

0.5

250

20471

0.5

100

288

20473

0.6

147

397

20474

0.2

364

20475

0.5

315

20478

0.3

155

20479

0.4

160

20480

0.5

229

20481

0.6

176

21251

0.5

121

222

21252

0.5

146

21254

0.3

823

21255

0.5

108

353

21256

0.6

185

21257

0.6

105

206

21258

0.5

213

21260

0.2

129

376

21261

0.3

218

21262

0.3

179

21263

0.5

195

21265

0.8

266

425

21266

0.5

206

Weighted

Average:

0.5

268

5.4.2

La Rosada Prospect

The

La Rosada Prospect was tested by limited historical pit and trench geochemical sampling. This work defined a district-scale uranium and

vanadium anomaly located along the western trace of the Jurassic-Quaternary unconformity. The anomaly pattern is comparable to the uranium

and vanadium enriched zones at Lago Seco and Guanaco, but at La Rosada the prospective Tertiary sedimentary units lap onto older basement

rocks composed of radiogenic Jurassic rhyolitic volcanic rocks. These volcanic rocks are considered an important local uranium and vanadium

source within the broader mineral system (Miller, 2024). The historical uranium and vanadium sample distributions at La Rosada are shown

in Figures 5-15 and 5-16.

Vertical

channel samples through the gravel at La Rosada returned a weighted average grade of 1,500 ppm U3O8 and 780 ppm

V2O5 over an average width of 0.7 metres. The highest grade encountered in the gravel was 11,780 ppm U3O8

and 5,168 ppm V2O5 over a 0.4 m horizontal layer (Miller, 2024; Tenova, 2014).

separate basement-hosted mineralization style is also present at La Rosada, where carnotite occurs in fractures within the volcanic sequence.

This mineralization may represent a source for uranium later precipitated in caliche horizons within Quaternary gravels, but further

exploration is required to determine whether basement-hosted mineralization is a valid target in its own right, either as discrete mineralized

structures or as a broader bulk-tonnage target where fracture density is sufficient (Miller, 2024; Tenova, 2014). High-grade assay results

from vertical channel sampling through the mineralized gravel layer and from basement-style mineralization at La Rosada are summarized

in Tables 5-4 and 5-5.

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Figure

5-15. La Rosada area of the Laguna Salada Property (historical boundary) showing surface sample locations and U3O8

ppm concentrations (Miller, 2024).

Figure

5-16. La Rosada area of the Laguna Salada Property (historical boundary) showing surface sample locations and V2O5

ppm concentrations (Miller, 2024).

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Table 5-4.

High-grade assay results, vertical channel samples through the mineralized layer, La Rosada.

Sample

Number

From

(m)

Width

(m)

Uranium

U3O8 (ppm)

Vanadium

V2O5 (ppm)

21129

0.0

0.7

1,253

623

21274

0.3

0.8

0.5

184

532

21277

0.5

1.1

0.6

766

386

21278

0.5

1.0

0.5

1,289

552

21279

0.3

1.2

0.9

2,483

860

21280

0.6

1.0

0.4

11,780

5,168

21281

0.3

0.6

0.3

122

177

21283

0.0

0.5

1,222

482

21284

0.4

1.2

0.8

485

245

21285

0.3

0.9

0.6

1,174

421

21286

0.4

1.2

0.8

259

171

21287

0.2

1.0

0.8

426

223

21288

0.2

1.7

1.5

2,455

793

21291

0.2

1.3

1.1

101

293

Weighted

Average:

0.7

1,500

780

Table 5-5.

High-grade assay results, channel sampling, basement-style mineralization, La Rosada.

Sample

Number

Sample

Length (m)

Uranium

U3O8 (ppm)

Vanadium

V2O5 (ppm)

8769

0.3

598

277

21135

0.7

133

102

8778

0.2

173

8787

0.3

157

162

21131

0.6

913

377

21134

0.9

861

439

21138

0.2

1,562

734

8772

0.1

7,933

2,644

8780

0.4

1,730

623

21127

0.6

289

21139

0.4

199

278

21272

0.3

364

21275

0.4

195

262

21290

0.6

253

23012

0.6

200

444

23014

0.7

116

218

23029

0.6

129

337

23035

0.6

217

191

5.5

IsoEnergy Ltd. (2021-2022)

The

Laguna Salada Project was acquired by IsoEnergy Ltd. in 2021. Following the acquisition, additional mining concessions were added in

2022 and fieldwork was completed in the northern La Rosada area (Miller, 2024).

Mapping

and sampling in 2022 focused on the La Rosada target in the north-eastern sector of the Property, approximately 40 km from the main Laguna

Salada resource areas. The work was designed as a proof-of-concept program to assess whether La Rosada is prospective for additional

uranium-vanadium mineralization similar to the principal Laguna Salada resource areas. The two principal areas explored were the Delfin

and Pescado prospects (Miller, 2024).

The

program included mapping of 533 shallow pits, with an average depth of approximately 0.8 metres. The pits were excavated on lines spaced

approximately 200 m apart, with approximately 100 m between pits. Outcrops were also mapped, and scintillometer readings were collected

from each pit (Miller, 2024).

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the Delfin prospect, mapping outlined multiple paleochannels that controlled the accumulation of clastic sediments and subsequent precipitation

of uranium and vanadium from groundwater. These paleochannels trend east-west to southeast-northwest, extend over more than 4.5 km of

strike length, and remain open to the east and west. At least three individual paleochannels have been developed in the largely unconsolidated

sedimentary sequence, with widths between 100 m and 300 metres. The paleochannels host unconsolidated gravel and sandy sediment grading

up to 2,727 ppm U3O8 and 1,488 ppm V2O5 (Miller, 2024).

the Pescado prospect, mineralization is hosted by strongly altered rhyolitic basement rocks and is not restricted to paleochannel sediments.

Yellow-green carnotite occurs disseminated within the altered volcanic matrix. Uranium values of up to 1,095 ppm U3O8

and vanadium values of up to 1,185 ppm V2O5 are reported from this material. Shallow mineralization of this style remains open in at

least two directions (Miller, 2024). The local geology of La Rosada, including the Delfin and Pescado prospect areas, is shown in Figure

5-17.

Figure

5-17. Local geology around the Delfin and Pescado prospects at the La Rosada area (Miller, 2024).

5.5.1

Stratigraphy of the La Rosada, Delfin and Pescado Prospect Areas

The

stratigraphic sequence mapped in the La Rosada, Delfin and Pescado prospect areas comprises Jurassic volcanic basement, Paleogene fossil-rich

sedimentary units, unconsolidated sandy-gravel sediments of the Pampa de Arroqui Formation, and a thin surficial soil horizon. The sequence

is important because it records both the likely uranium-bearing basement source rocks and the shallow sedimentary horizons that host

uranium-vanadium mineralization (Miller, 2024).

The

oldest rocks exposed in the mapped area are assigned to the Jurassic Marifil Formation. These comprise rhyolite units with fine-grained

matrix and porphyritic texture. Unit 1 consists of red rhyolite showing flow banding, with quartz, feldspar and biotite. Scintillometer

readings in this unit range from approximately 230 counts per second (“cps”) to 340 cps, and the mapped thickness is approximately

35 metres. Unit 2 consists of white rhyolite with a fine-grained matrix and porphyritic texture, also containing quartz, feldspar and

biotite. This unit is affected by silica-clay alteration, which replaces the matrix and occurs along flow bands. Scintillometer readings

in Unit 2 range from approximately 90 cps to 410 cps, and the mapped thickness is approximately 5 m (Miller, 2024).

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The

Jurassic volcanic basement is overlain across an unconformity by Paleogene sedimentary rocks of the Salamanca Formation. Unit 3 comprises

beige, fine-grained fossil-rich sediment with shell fossils up to approximately 8 cm by 7 cm, supported in a calcareous matrix. The mapped

thickness of Unit 3 is approximately 0.4 metres. Unit 4 comprises beige, unconsolidated fossil-rich sediment with fine-grained sandy

texture, broken shell fossils and silica-clay alteration replacing the matrix. This unit is approximately 5 m thick. Unit 5 comprises

white-beige, fine-grained fossil-rich sediment containing shell fossils and turritella fragments supported in a calcareous matrix. The

mapped thickness of Unit 5 is approximately 1.0 metres (Miller, 2024).

The

Salamanca Formation is overlain across a second unconformity by unconsolidated sandy-gravel sediment of the Pampa de Arroqui

Formation. Unit 6 consists of beige, fine-grained sandy-gravel sediment with a sandy matrix and rounded clasts. Uranium-vanadium

mineralization, principally as carnotite, is hosted mainly in discontinuous gypsum horizons approximately 10 cm to 20 cm wide, in

the sandy matrix, and as coatings or rinds on sub-rounded to flat clasts. Unit 6 has a mapped thickness of approximately 3.45

metres. The uppermost part of the sequence comprises a soil horizon approximately 0.55 m thick (Miller, 2024). Representative

fossil-rich Salamanca Formation units and the interpreted stratigraphic column for the La Rosada, Delfin and Pescado prospect areas

are shown in Figure 5-18 to Figure 5-23.

Figure

5-18. Unit 3 - Fossil rich Sediment (Salamanca Formation): Beige colour, fine-grained texture. Shell fossils 8 cm x 7 cm, 3.0% in

calcareous matrix supported. 0.4 metres thick (Miller, 2024).

Figure

5-19. Unit 5 - Fossil rich Sediment (Salamanca Formation): White-Beige color, fine-grained texture. Shell fossils 8 cm x 7 cm, turritella

4 cm x 1.5 cm, 3.0% in calcareous matrix supported. 1.0 metres thick (Miller, 2024).

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Figure

5-20. Unit 3 - Fossil rich Sediment (Salamanca Formation): Beige color, fine-grained texture. Shell fossils 8 cm x 7 cm, 3.0% in

calcareous matrix supported. 0.4 metres thick (Miller, 2024).

Figure

5-21. Unit 3 - Fossil rich Sediment (Salamanca Formation): Beige color, fine-grained texture. Shell fossils 8 cm x 7 cm, 3.0% in

calcareous matrix supported. 0.4 metres thick (Miller, 2024).

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Figure

5-22. Unit 5 - Fossil rich Sediment (Salamanca Formation): White-Beige color, fine grain texture. Shell fossils 8 cm x 7 cm, turritella

4 cm x 1.5 cm, 3.0% in calcareous matrix supported. 1.0 metres thick (Miller, 2024).

Figure 5-23.

Stratigraphic column at La Rosada, Delfin and Pescado prospect areas (Miller, 2024).

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5.5.2

La Rosada Sampling

The

La Rosada sampling program was designed to follow up historically encouraging scintillometer and geochemical sampling results in an area

where prospective sedimentary sequences are more deeply eroded down to the unconformity. A total of 422 geochemical samples were collected

from shallow pits and submitted for multi-element geochemical analysis to Alex Stewart International in Mendoza, Argentina. Scintillometer

readings were collected from each pit (Miller, 2024). Summary statistics for uranium and vanadium from the 2022 La Rosada sampling program

are presented in Tables 5-6 and 5-7.

Table 5-6.

Uranium geochemistry summary statistics for La Rosada 2022 sampling.

Description

Value

Maximum value U3O8

ppm

2,727.5

Samples below detection, less than 10 ppm U

185

Samples over 10 ppm U3O8

237

Samples over 50 ppm U3O8

104

Samples over 100 ppm U3O8

Average of samples over 50 ppm U3O8

170.7

Total number of samples

422

Table 5-7.

Vanadium geochemistry summary statistics for La Rosada 2022 sampling.

Description

Value

Maximum value V2O5

ppm

1,488.2

Samples below detection, less than 1 ppm V

Samples over 50 ppm V2O5

388

Samples over 100 ppm V2O5

338

Samples over 250 ppm V2O5

111

Average of samples over 100 ppm V2O5

274.1

Total number of samples

422

The

2022 results confirm that La Rosada has potential to host widespread, near-surface uranium-vanadium mineralization of similar style and

tenor to the mineralization defined in the principal Laguna Salada resource areas. The work also indicates that prospective uranium-vanadium

mineralization at La Rosada extends into additional stratigraphic levels, including underlying volcanic basement (Miller, 2024). The

spatial distribution of uranium, vanadium and scintillometer readings from the 2022 La Rosada sampling program is shown in Figure 5-24

to Figure 5-26.

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Figure

5-24. Surface sample locations and U3O8 concentrations at the La Rosada area (Miller, 2024).

Figure

5-25. Surface sample locations and V2O5 concentrations at La Rosada area (Atticus, 2026).

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Figure

5-26. Scintillometer readings in counts per second (cps) at La Rosada (Atticus, 2026).

5.6

Historical Mineral Resource Estimates

Qualified Person has not independently confirmed the following mineral resources and is not treating these mineral resource estimates

as current.

initial mineral resource estimate was completed for the Guanaco and Lago Seco areas in 2011. A Preliminary Economic Assessment was subsequently

completed in 2014. No mineral reserve estimates have been completed for the Project (Inwood and Goode, 2011; Tenova, 2014; Miller, 2024).

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6.0

Geological Setting, Mineralization and Deposit

Unless

otherwise noted, the information presented in this section has been summarized and adapted from the technical reports by Miller (2024),

Tenova (2014), or Inwood and Goode (2011). The QP Simon Mortimer has reviewed these reports and considers the information relevant and

reliable for the purposes of this Report.

6.1

Regional Geology

The

Laguna Salada Project is located in Chubut Province, Argentina, as shown in Figure 6-1. The Project concession layout is shown in Figure

6-2. The Project area is covered by the Argentine 1:250,000 scale geological map sheets Las Plumas 4366-III and Garayalde 4566-I, produced

by SEGEMAR, the Institute of Geology and Mineral Resources of Argentina. The Project lies near the northern margin of the Cretaceous

San Jorge Basin, which occupies a large part of southeastern Chubut Province. The regional geological setting and stratigraphy of the

San Jorge Basin provide the broader geological framework for the sedimentary and volcanic units present in the Project area. The stratigraphy

of the San Jorge Basin and the lithostratigraphic position of the uranium-vanadium mineralization are shown in Figures 6-3 and 6-4.

Figure

6-1. Location of the Laguna Salada Project in Chubut Province, Argentina (Atticus, 2026).

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Figure

6-2. Laguna Salada Project concessions and surrounding topographic setting, Chubut Province, Argentina (Atticus, 2026).

The

substratum of the San Jorge Basin consists of sedimentary, metamorphic, intrusive and volcanic rocks of Palaeozoic and Triassic age.

These rocks are overlain by the Jurassic volcanic complex of the Marifil Formation (Figure 6-3). The Jurassic sequence includes a thick

succession of ignimbrites and rhyolitic lava flows that covered a large part of the area now occupied by the San Jorge Basin. These Jurassic

volcanic rocks are exposed as outliers and in the floors of some deeper valleys in the Project area (Miller, 2024).

The

basal part of the sedimentary succession of the San Jorge Basin unconformably overlies the older rocks and comprises conglomerates and

sandstones of the Cretaceous Puesto Manuel Arce Formation (Figure 6-3). These are overlain by littoral marine sandstones and interlayered

mudstones of the Early Tertiary Salamanca Formation (Figure 6-3), which are interpreted to have accumulated during one of the final Atlantic

marine transgressions (Miller, 2024; Inwood and Goode, 2011).

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6.2

Local Geology and Mineralization

the Project and area, the Puesto Manuel Arce and Salamanca formations are unconformably overlain by Quaternary fluvial and alluvial strata

(Figure 6-3). These comprise the Pleistocene Pampa de Arroqui, also referred to as the Montemayor Formation, and the Holocene Gran Laguna

Salada Formation (Figure 6-4) (Miller, 2024).

The

Pampa de Arroqui Formation (Montemayor Formation) consists of layers of unconsolidated gravel with a sandy to silty matrix (Figure 6-4).

Clasts are well rounded, moderately well sorted and mainly volcanic in origin. These gravels form an outwash plain related to Quaternary

migration of the Rio Chico river system. The outwash plain is extensive, covering many tens of thousands of square kilometres east of

the Andes, and is now being dissected by active ephemeral stream systems that feed into the Rio Chubut and Rio Chico systems (Miller,

2024; Inwood and Goode, 2011).

The

Gran Laguna Salada Formation (Figure 6-4) is restricted to an area of several tens of square kilometres on the eastern flank of the saline

lake known as Laguna Salada Lake, near the western edge of the Project area. The formation is Holocene in age and consists of polylithic,

matrix-supported gravel with a fine-grained sand and silt matrix. Discontinuous gypsum beds, commonly 20 cm to 30 cm thick, occur within

the gravel sequence (Figure 6-4). The Gran Laguna Salada Formation is interpreted to have accumulated in the Laguna Salada depocentre

(specific location within a sedimentary basin where rock or sediment accumulation reaches its maximum thickness) from material eroded

from the Pampa de Arroqui Formation (Figure 6-4).

Figure

6-3. Cenozoic stratigraphy of the Golfo San Jorge Basin/central Patagonia, Chubut, Argentina. Stratigraphic and lithological columns

showing lower Manfil Fm., Salamanca Fm., Montemayor Fm. (Pampa de Arroqui) – the Gran Laguna Salada Formation overlies the Montemayor

Formation but is not shown (modified after Ardolino et al., 2003).

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Figure

6-4. Stratigraphic column of the San Jorge Basin showing the units present in the Laguna Salada Project area and the lithostratigraphic

location of the uranium-vanadium mineralization (modified after Ardolino et al., 2003).

6.3

Property Geology

Uranium-vanadium

mineralization at Laguna Salada has been encountered in terraces on the north bank of the Rio Chico, one of the principal rivers in the

region, which flows north-eastwards into the Rio Chubut. Jurassic rocks of the Marifil Formation are exposed in deeply incised areas

adjacent to the river and as inliers south-west and immediately west of Laguna Salada Lake (Miller, 2024; Inwood and Goode, 2011).

Cretaceous

rocks within the Project area are represented by tuffs and fine-grained sandstones exposed as inliers immediately north, west and south-west

of the Property. Cretaceous sandstones and interbedded green to brown siltstones of the Puesto Manuel Arce Formation are concentrated

in the western part of the Property. These strata are overlain in the central and eastern parts of the Property by sandstones and interlayered

greenish mudstones of the Salamanca Formation. Prior drilling identified the Salamanca Formation as being approximately 30 m thick in

the Project area (Miller, 2024).

the central part of the Project area, the Salamanca Formation is exposed in an elongate, north-trending inlier. This inlier separates

Pleistocene strata in the east from younger Holocene strata near Laguna Salada Lake to the west. The north-trending inlier forms part

of a paleochannel on which north- and west-flowing Holocene drainages were superimposed (Inwood and Goode, 2011; Tenova, 2014).

Quaternary terrace of the Rio Chico river system lies east of the north-trending paleochannel and forms an extensive mesa covering hundreds

of square kilometres. This Eastern Mesa consists of the Pleistocene Pampa de Arroqui Formation, an unconsolidated gravel unit resting

on a generally planar basal contact that is locally interrupted by erosional channels cut into the underlying Salamanca Formation. The

gravel is clast- and matrix-supported and occurs in crude planar beds interlayered with cross-bedded sand beds and sand lenses. Clasts

consist mainly of volcanic rocks, including rhyolite, andesite and basalt. The matrix consists of sand with minor interstitial silt and

is partially and patchily cemented by calcite and/or gypsum. The Guanaco mineralized area is located on the western side of the Eastern

Mesa.

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West

of the north-trending paleochannel, the geology forms part of an extensive, fault-related depression in which Laguna Salada Lake is located.

This area has mesa-like morphology and is referred to as the Western Mesa. The Western Mesa consists of gravels and sands of the Gran

Laguna Salada Formation, which has a geomorphology and facies distribution typical of an alluvial fan now being dissected and eroded

by the present ephemeral stream system. The gravels are clast- and matrix-supported and have a silty matrix. Clast compositions are similar

to those in the Pampa de Arroqui Formation. The Lago Seco mineralized area is located on the eastern edge of the Western Mesa.

The

La Rosada target is located in the north-eastern sector of the Property, approximately 40 km from the main Laguna Salada resource area.

The country rock at La Rosada comprises acidic volcanic rocks and unconsolidated sediments (Figure 6-5).

Figure

6-5. Local geology for the La Rosada area (Atticus, 2026).

The

local stratigraphic sequence includes rhyolitic lava flows of the Jurassic Marifil Formation, marine and transitional sediments, unconsolidated

fossil-rich gravel and sand assigned to the Salamanca Formation, paleochannel sediments, unconsolidated gravel with a sandy matrix, and

unconsolidated sandy conglomerates of the Pampa de Arroqui Formation (Miller, 2024). At La Rosada, paleochannels in the central part

of the target area have east-west to southeast-northwest trends. Basement volcanic rocks show early silica and silica-clay alteration

along fractures (see Figure 6-5).

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6.4

Mineralization

Uranium-vanadium

mineralization at Laguna Salada occurs in several lithological associations:

● unconsolidated

gravels of the Pampa de Arroqui Formation;

● unconsolidated

gravels of the Gran Laguna Salada Formation; and

● near

the unconformity between Quaternary strata and the underlying substratum, including sandstones

and pelite of the Salamanca Formation and sandstones and conglomerates of the Puesto Manuel

Arce Formation (Inwood and Goode, 2011; Tenova, 2014).

The

principal uranium-vanadium mineral recognised at Laguna Salada is carnotite. Carnotite commonly occurs as yellow-green powdery or finely

crystalline material within the sandy matrix of the gravel, as partial rims on sand grains and clasts, and locally as staining within

carbonate-cemented matrix material. Minor mineralization is also associated with fractures and organic-rich material in the underlying

mudstone at Buried Lake, and with fractures and altered matrix in volcanic basement rocks at La Rosada.

Three

principal styles of uranium-vanadium mineralization are recognised on the Project:

● near-surface,

tabular, caliche-style uranium-vanadium mineralization in unconsolidated sandy gravel at

Guanaco and Lago Seco;

● unconformity-related

uranium-vanadium mineralization at Buried Lake; and

● volcanic-hosted

uranium-vanadium mineralization at La Rosada.

6.4.1

Guanaco Area

The

Guanaco area lies on the Eastern Mesa, where the terrace surface slopes gently eastward. Mineralization has been identified over an area

of approximately 40 km² in Pleistocene gravels of the Pampa de Arroqui Formation. The gravel unit is approximately 3 m to 6 m thick

in the mineralized area and has a generally planar basal contact that is locally interrupted by erosional channels cut into the underlying

green to brown siltstones of the Salamanca Formation. The gravel sequence is covered by carbonate-rich soil that is typically 30 cm to

50 cm thick.

The

host unit is an unconsolidated, clast- and matrix-supported gravel arranged in crude planar beds interlayered with sandy beds. The matrix

consists of sand with minor interstitial silt and powdery calcareous minerals, and is partially and patchily cemented by gypsum. Uranium-vanadium

mineralization is visible as greenish and yellow staining in the sand and carbonate matrix and as partial rims on clasts. The geometry

of mineralization at Guanaco is shown in Figure 6-6.

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Figure

6-6. Geology and mineralization at the Guanaco area. Note extreme vertical exaggeration (after Inwood and Goode, 2011) (Miller, 2024).

6.4.2

Lago Seco Area

Mineralization

in the Lago Seco area extends for tens of square kilometres along the eastern side of the Western Mesa, which slopes gently westward

towards the topographic depression occupied by Laguna Salada Lake. Uranium-vanadium mineralization occurs in interlayered gravel and

sand facies of the Gran Laguna Salada Formation. This unit is approximately 2 m to 4 m thick in the area of interest and lies unconformably

on greenish mudstones and sandstones of the Salamanca Formation, and locally on sandstones and gravels of the Puesto Manuel Arce Formation.

The gravel unit is partially covered by unmineralized calcareous soil up to approximately 30 cm thick.

The

main lithology of the Gran Laguna Salada Formation is matrix- and clast-supported gravel with rounded pebbles up to approximately 5 cm

in diameter. The matrix consists of sandy silt with powdery calcite and gypsum. Discontinuous massive gypsum layers up to approximately

30 cm thick occur in parts of the Lago Seco area. The nature and composition of mineralization are broadly similar to Guanaco. The geometry

of mineralization at Lago Seco is shown in Figure 6-7.

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Figure

6-7. Stacked sections showing the distribution of mineralization in the Lago Seco area. Note extreme vertical exaggeration (after

Inwood and Goode, 2011; Miller, 2024).

6.4.3

Buried Lake Area

The

Buried Lake area contains a different style of mineralization from the main shallow gravel-hosted mineralization at Guanaco and Lago

Seco (Figure 6-8). Mineralization is located in the northern part of the Guanaco area and occurs at the unconformity between the Pampa

de Arroqui Formation and the underlying Salamanca Formation. Mineralization is concentrated near the base of the gravel, on the unconformity

surface, and in fractures in the underlying mudstone of the Salamanca Formation (Miller, 2024).

This

style of mineralization is interpreted to relate to the interaction of uranium-bearing oxidised fluids in the overlying gravels with

reducing conditions associated with organic-rich mudstones in the substratum. Local uranium-vanadium concentrations occur in contact

with organic matter in the mudstone, suggesting that uranium may have been reduced by organic material. Mineralization along bedding

surfaces and in mudstone fractures is also consistent with adsorption of uranium species onto clay minerals (Inwood and Goode, 2011).

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The

Buried Lake mineralized unconformity has been identified at greater depth than the typical shallow mineralization at Guanaco and Lago

Seco. The full extent of this style remains insufficiently defined and may require suitable drilling methods for further evaluation (Tenova,

2014).

Figure

6-8. Buried Lake schematic cross section showing the lower mineralized horizon (after Inwood and Goode, 2011; Miller, 2024).

6.4.4

La Rosada Area

The

La Rosada area hosts uranium-vanadium mineralization in both unconsolidated sediments and altered volcanic basement rocks. In the Delfin

prospect area, mapping has outlined multiple paleochannels that controlled the accumulation of clastic sediments and subsequent uranium

and vanadium precipitation from groundwater. These paleochannels trend east-west to southeast-northwest and extend over more than 4.5

km of strike length. At least three individual paleochannels have been identified within the largely unconsolidated sedimentary sequence,

with widths ranging from approximately 100 m to 300 m (Miller, 2024).

the Pescado prospect area, mineralization occurs in strongly altered rhyolitic basement rocks and is not restricted to paleochannel sediments.

Yellow-green carnotite occurs disseminated in the altered volcanic matrix. Reported values in this material include up to 1,095 ppm U3O8

and 1,185 ppm V2O5. Shallow mineralization of this style remains open in at least two directions (Miller, 2024).

Typical mineralized profiles and mineralized gravel textures at La Rosada are shown in Figure 6-9 and Figure 6-10.

Figure

6-9. Typical profile at La Rosada, with soil developed over unconsolidated sediment containing uranium-vanadium mineralization as carnotite

coatings and rinds on sub-rounded gravel clasts (Miller, 2024).

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Figure

6-10. Unconsolidated sediment with uranium-vanadium mineralization as carnotite coatings and rinds on sub-rounded gravel clasts (Miller,

2024).

6.5

Laguna Salada Deposit - Geology and Mineralization

6.5.1

Host Rocks and Stratigraphy

The

Laguna Salada Deposit is developed within shallow Quaternary sedimentary sequences overlying older sedimentary and volcanic rocks of

the San Jorge Basin. The units most relevant to the Mineral Resource comprise, from oldest to youngest, the Jurassic Marifil Formation,

the Cretaceous Puesto Manuel Arce Formation, the Paleogene Salamanca Formation, the Pleistocene Pampa de Arroqui Formation and the Holocene

Gran Laguna Salada Formation. The present Mineral Resource is hosted principally by the two younger gravel sequences and, at Buried Lake,

by the contact between the Pampa de Arroqui and Salamanca formations (Inwood and Goode, 2011; Tenova, 2014; Miller, 2024).

The

Marifil Formation comprises predominantly rhyolitic volcanic rocks, including rhyolitic lava flows and ignimbrites, and forms part of

the older basement to the sedimentary succession. These volcanic rocks crop out principally in deeply incised areas and as isolated inliers

within the wider Project area and are considered a potential source of uranium within the broader mineral system. The overlying Puesto

Manuel Arce Formation comprises Cretaceous conglomerates and sandstones with locally interbedded siltstones and is developed mainly in

the western part of the Project area.

The

Paleogene Salamanca Formation consists predominantly of sandstone and greenish to brown mudstone and siltstone. Historical drilling indicates

that the formation is approximately 30 m thick in parts of the Project area. It forms an important substrate beneath the younger Quaternary

gravels and becomes particularly significant at Buried Lake, where uranium-vanadium mineralization occurs close to and locally across

the contact between the Salamanca Formation and the overlying Pampa de Arroqui Formation.

The

Pampa de Arroqui Formation forms the extensive Eastern Mesa and comprises Pleistocene unconsolidated, clast- and matrix-supported gravel

interlayered with sand. The clasts are predominantly volcanic and include rhyolite, andesite and basalt, while the sandy matrix contains

subordinate silt and is locally partially cemented by calcite and gypsum. The basal contact is generally planar but is locally interrupted

by erosional channels cut into the underlying Salamanca Formation. In the historical Guanaco area, which corresponds principally to the

current Pampa de Arroqui Mineral Resource area, the gravel sequence is generally approximately 3 m to 6 m thick and is locally overlain

by carbonate-rich soil approximately 0.3 m to 0.5 m thick (Inwood and Goode, 2011).

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West

of the central Salamanca Formation inlier, the Western Mesa is underlain principally by the Holocene Gran Laguna Salada Formation. This

unit comprises unconsolidated gravel and sand interpreted to have accumulated within the Laguna Salada depocentre. The gravel is also

clast- and matrix-supported, with a sandy to silty matrix containing calcite and gypsum. Discontinuous massive gypsum horizons up to

approximately 0.3 m thick occur locally within the Lago Seco area. The Gran Laguna Salada Formation is generally approximately 2 m to

4 m thick in the mineralized area and forms the principal host to the current Laguna Salada Mineral Resource area (Inwood and Goode,

2011; Tenova, 2014).

Although

the Pampa de Arroqui and Gran Laguna Salada formations are of different ages, both comprise broadly similar unconsolidated gravel and

sandy sedimentary successions and host shallow, laterally extensive uranium-vanadium mineralization. Their stratigraphic relationship,

together with the underlying Salamanca Formation and the position of the mineralized horizons across the historical Lago Seco and Guanaco

sectors, is shown in Figure 6-11.

Figure

6-11. Typical east-west sections N 5,089,500 and N 5,089,000 through the Lago Seco and Guanaco sectors, showing the stratigraphic relationship

between the Gran Laguna Salada, Pampa de Arroqui and Salamanca formations and the position of the mineralized horizon (Inwood and Goode,

2011).

Buried

Lake represents a deeper expression of the mineralising system (see Figure 6-8). Here, mineralization occurs near the basal contact

of the Pampa de Arroqui Formation and locally extends into fractures, bedding surfaces and fine-grained sediment of the underlying Salamanca

Formation. The resulting mineralized horizon at Buried Lake follows the gently undulating unconformity and differs from the predominantly

near-surface gravel-hosted mineralization at Pampa de Arroqui and Laguna Salada (e.g., see Figure 6-6).

6.5.2

Structure

The

Laguna Salada Mineral Resource areas are developed within generally flat-lying to gently undulating sedimentary sequences. At the deposit

scale, the geometry and distribution of mineralization are interpreted to be controlled principally by stratigraphy, palaeotopography,

sedimentary facies and unconformity surfaces rather than by penetrative tectonic deformation.

north-trending exposure of the Salamanca Formation separates the Pleistocene Pampa de Arroqui Formation of the Eastern Mesa from the

younger Gran Laguna Salada Formation of the Western Mesa. This feature forms part of a paleochannel system upon which younger drainage

systems were subsequently superimposed. To the west, the Laguna Salada lake occupies a broader fault-related depression within which

the Gran Laguna Salada Formation accumulated. The overall east-west relationship between these principal geological units is shown in

Figure 6-11 (Inwood and Goode, 2011; Tenova, 2014).

Within

the Pampa de Arroqui area, the basal contact of the Quaternary gravel is generally planar but is locally modified by erosional channels

and irregularities cut into the Salamanca Formation. These paleotopographic variations influence the thickness and local position of

the gravel sequence and mineralized horizon. Mineralization itself forms a broadly sub-horizontal to gently undulating layer and is not

everywhere restricted to individual gravel or sand beds, indicating that sedimentary contacts alone do not completely control its geometry.

The interpreted geometry of the Pampa de Arroqui mineralization is shown in Figure 6-6.

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similar shallow, sub-horizontal geometry is observed within the Laguna Salada area, where mineralization occurs within gravel and sandy

facies of the Gran Laguna Salada Formation. The continuity and gentle variation of the mineralized horizon across this area are shown

in Figure 6-7.

Buried

Lake differs because mineralization follows the unconformity between the Pampa de Arroqui and Salamanca formations. Historical drilling

indicates that this surface occurs at depths of approximately 5 m to 10 m beneath the mesa and supports a laterally extensive, gently

undulating mineralized horizon. The relationship between the gravel sequence, the Salamanca Formation and the mineralized unconformity

is shown in Figure 6-8.

Regional

faults and lineaments may have influenced basin architecture, drainage development, sediment preservation and groundwater flow at the

broader property scale. However, a direct tectonic structural control on the geometry of the currently defined Mineral Resource has not

been demonstrated. These regional structural features are therefore considered more relevant to broader exploration targeting than to

the present Mineral Resource interpretation.

6.5.3

Alteration and Mineralization

Uranium-vanadium

mineralization at Laguna Salada is principally associated with secondary carbonate and sulphate accumulation within the shallow sedimentary

profile rather than with a conventional hydrothermal alteration system. Calcite-rich caliche, powdery carbonate material, gypsum cement

and locally massive gypsum horizons occur throughout parts of the mineralized gravel sequence and reflect the arid to semi-arid, evaporitic

environment in which the mineralization developed (Inwood and Goode, 2011; Tenova, 2014).

Carnotite

is the principal uranium-vanadium mineral recognised at the Deposit. It occurs as yellow to yellow-green, fine-grained powdery or crystalline

material within the sandy and silty matrix, as coatings and partial rinds on sand grains and gravel clasts, and locally within carbonate-

and gypsum-rich material. Historical mineralogical observations indicate that most of the uranium is associated with the fine-grained

matrix, with a smaller proportion occurring as coatings or rinds on coarser clasts. Inwood and Goode (2011) estimated that approximately

10% of the contained uranium occurs as rinds on clasts. Minor secondary uranium minerals including tyuyamunite, meta-tyuyamunite and

curite (lead uranium oxide) have also been reported.

Within

the Pampa de Arroqui area, historically referred to as Guanaco, mineralization is hosted by the Pampa de Arroqui Formation and is commonly

associated with carbonate-bearing portions of the gravel sequence. It occurs mainly as yellow-green staining and fine-grained material

within the sandy matrix and as partial coatings on clasts. The mineralized horizon is generally tabular to gently undulating and may

cross contacts between gravel and sand beds, with local concentrations occurring adjacent to finer-grained or clay-rich intervals. Historical

intervals grading greater than 50 ppm U₃O₈ ranged from approximately 0.2 m to 2.0 m thick and averaged approximately 0.94

metres (Inwood and Goode, 2011).

Laguna Salada, historically referred to as Lago Seco, mineralization occurs within gravel and sandy facies of the Gran Laguna Salada

Formation and shows a similar fine-grained and clast-coating habit. Calcite and gypsum are common within the host matrix, with discontinuous

gypsum-rich horizons forming a characteristic part of the local stratigraphy. Historical mineralized intervals grading greater than 50

ppm U₃O₈ ranged from approximately 0.3 m to 1.9 m thick and averaged approximately 0.85 m, with mineralization generally

occurring within approximately 1 m of surface. The shallow relationship between mineralization and the host stratigraphy is shown in

Figure 6-7 and Figure 6-11.

Buried

Lake represents a distinct mineralization setting. Uranium-vanadium mineralization is concentrated close to the Pampa de Arroqui-Salamanca

unconformity, where carnotite occurs within the sandy matrix and on clasts in the basal gravel and locally within fractures, bedding

surfaces and organic-rich material in the underlying Salamanca Formation mudstone. Historical interpretation suggests that oxidised uranium-bearing

groundwater moving through the permeable gravel encountered locally more reducing conditions associated with the underlying organic-rich

and fine-grained sediment, favouring uranium precipitation and preservation near the unconformity (Inwood and Goode, 2011; Tenova, 2014).

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The

Buried Lake mineralized horizon has historically been reported as approximately 0.6 m to 1.5 m thick and occurs at average depths of

approximately 5 m, locally reaching approximately 10 m below surface. Its geometry follows the gently undulating Quaternary-Salamanca

unconformity, as shown in Figure 6-8.

Overall,

the Laguna Salada Deposit is interpreted as a shallow sediment-hosted uranium-vanadium system in which permeable Quaternary gravel and

sand provided pathways for oxidised uranium-bearing groundwater. Variations in sedimentary facies, carbonate and gypsum content, palaeotopography,

unconformity geometry and local redox conditions influenced the distribution, grade and preservation of mineralization. The broader genetic

model for the Deposit is discussed in Section 6.6 – Deposit Types.

6.6

Deposit Types

6.6.1

Surficial Uranium Deposits

Uranium-vanadium

mineralization at Laguna Salada has the principal characteristics of surficial uranium deposits as classified by Toens et al.

(1984). Surficial uranium deposits comprise approximately 4.0% of the world’s uranium resources (World Nuclear Association, 2009;

Miller, 2024).

Surficial

uranium deposits are typically tabular mineralized bodies located close to surface. They commonly occur in Tertiary to Recent sediments

deposited in fluvial, alluvial and aeolian channel-fill settings, and in associated playa lake facies. Uranium accumulations of this

type are commonly associated with carbonate and, in some cases, sulphate minerals.

Surficial

uranium deposits form a continuum from caliche-type systems, where carbonate and/or sulphate only partially cements the host sediment,

to calcrete-type systems, where carbonate and/or sulphate cementation is intense and forms a hard layer within the host. Caliche-type

systems may evolve into calcrete-type systems over time.

Carbonate

precipitation and calcrete formation are controlled by temperature, rainfall, evaporation rate and availability of a calcium carbonate

source. During wetter periods, oxidised meteoric waters percolate through the vadose zone and dissolve carbonate. During drier periods,

when evaporation is most intense, groundwater is drawn upwards and calcium carbonate precipitates as encrustations that develop into

nodules and may coalesce into calcrete layers. Calcrete may also form as hardpan or duricrust within playa lake settings. Uranium dissolved

in groundwater precipitates in the alkaline environment with calcium carbonate (Figure 6-12).

Figure

6-12. Genetic model for the formation of surficial uranium deposits (Miller, 2024).

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Surficial

uranium accumulations typically occur near basement rocks enriched in uranium and associated elements such as vanadium. Uranium is interpreted

to be leached from source rocks and transported by groundwater flow to the site of deposition in younger sedimentary units. Examples

of surficial uranium deposits include Yeelirrie and Lake Maitland in Western Australia, and Langer Heinrich and Trekkopje in Namibia.

A close analogy is also noted with the Tubas Red Sand deposit in Namibia, where carnotite mineralization occurs in free-digging aeolian

sand adjacent to a paleochannel. Resource examples from surficial uranium deposits are summarized in Table 6-1.

Table 6-1.

Resource examples from surficial uranium deposits. (Inwood and Goode, 2011).

6.6.2

Mineralization Model for Laguna Salada

The

Laguna Salada mineralization model involves derivation of uranium from fertile source rocks, transport in oxidised meteoric waters, and

precipitation in near-surface gravel horizons under evaporative, alkaline conditions.

Uranium

is interpreted to have been derived from fertile source rocks such as rhyolites in the Jurassic basement and from older uranium accumulations.

Uranium was transported in solution by oxidised meteoric waters flowing through permeable gravel terraces of the Rio Chico system. Possible

metallogenic pathways at Laguna Salada are shown in Figure 6-13.

Vanadium

is likely to have been derived from mudstones of the underlying Salamanca Formation. Samples of the mudstone contained up to 600 ppm

vanadium, indicating that the mudstones are a viable source for vanadium-bearing fluids at Laguna Salada.

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Uranium

and vanadium are interpreted to have precipitated together as evaporation increased dissolved metal concentrations in the near-surface

environment. This process produced a blanket-like, near-surface layer of uranium-vanadium mineralization in the gravel profile. Mineralization

in the Pampa de Arroqui Formation may have been eroded and leached, with uranium and vanadium subsequently re-precipitated in the younger

Gran Laguna Salada Formation in the Holocene depocentre.

Buried Lake, mineralization is interpreted to reflect interaction between oxidised uranium-bearing fluids in overlying gravel and reducing

fluids or reducing conditions associated with organic-rich mudstones of the Salamanca Formation. This process produced mineralization

near the unconformity between the Pampa de Arroqui Formation and the underlying Salamanca Formation.

Figure

6-13. Geological map of Laguna Salada showing possible metallogenic pathways (after Inwood and Goode, 2011; Miller, 2024).

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6.6.3

Volcanic-Hosted Mineralization

separate style of uranium-vanadium mineralization is present in basement rocks at La Rosada, where carnotite occurs in fractures within

the volcanic sequence. The volcanic rocks are argillically altered. It remains uncertain whether this mineralization is directly related

to the caliche-style mineralization in the Quaternary gravels, represents mineralization precipitated in a different host rock during

the same broad event, or forms part of the uranium source for the surficial gravel-hosted mineralization (Miller, 2024).

Further

work is required to establish whether basement-hosted mineralization at La Rosada represents a target in its own right, either as individual

mineralized structures or, where vein or fracture density is sufficient, as a broader bulk-tonnage target (Miller, 2024).

7.0

Exploration

There

has been no work performed on the Property by the Issuer Jaguar Uranium Corp. since acquiring the Property on 22 July 2024. Mineral exploration

conducted by previous operators CNEA, Mega Uranium, U3O8 Corp. and IsoEnergy Ltd. is described in Section 5.0 - History.

7.1

Drilling

of the Report Effective Date, the Issuer has not completed any drilling on the Laguna Salada U-V Project, and as such all drilling on

the Property is historical. Unless otherwise noted, the information presented in this section has been summarized and adapted from the

technical reports by Miller (2024), Tenova (2014), or Inwood and Goode (2011). The QP Simon Mortimer has reviewed these reports and considers

the information relevant and reliable for the purposes of this Report.

The

principal historical drilling program comprised reverse circulation drilling completed in 2008 by Mega Uranium Ltd. (Mega). The drilling

was designed to test both deeper stratigraphic targets beneath the unconsolidated gravel cover and shallow caliche-style uranium-vanadium

mineralization in the principal target areas.

Mega

drilled 57 reverse circulation holes for a total of 1,561 m in 2008. The program included 15 relatively deep holes, with an average hole

length of approximately 80 m, designed to test favourable stratigraphic units beneath the unconsolidated gravel beds. The program also

included 42 shallow holes, with a maximum depth of approximately 10 m, drilled in the three principal target areas to test shallow caliche-style

uranium-vanadium mineralization.

summary of all known drilling completed on the Property to date is provided in Table 7-1.

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Table

7-1. Summary of all known drilling completed on the Laguna Salada Project (2008).

Year

Period

Operator

Drilling

Type

Area

Target

No.

Holes

Total

Metres

Purpose

Comment

Outcome

2008

Mega

Uranium

Reverse

circulation

Laguna

Salada Project, mainly Guanaco and Buried Lake, with fewer holes at Lago Seco

1,561

Test

favourable stratigraphic units beneath unconsolidated gravel cover and evaluate shallow caliche-style uranium-vanadium mineralization

Drilling

provided downhole radiometric data using a Mount Sopris spectrometer, but poor recovery from unconsolidated sandy gravel limited

the reliability of chemical assay samples. Drilling was subsequently replaced by trenching and pitting as the preferred exploration

and sampling method.

2008

Mega

Uranium

Reverse

circulation, deeper stratigraphic holes

Favourable

stratigraphic units beneath the unconsolidated gravel beds

Not

separately reported

Explore

for uranium mineralization beneath the shallow gravel-hosted mineralized horizon

The

deeper holes had an average length of approximately 80 metres. Results did not change the exploration focus from shallow gravel-hosted

uranium-vanadium mineralization.

2008

Mega

Uranium

Reverse

circulation, shallow holes

Three

principal shallow target areas within the Laguna Salada Project

Not

separately reported

Test

shallow caliche-style uranium-vanadium mineralization to a maximum depth of approximately 10 m

Shallow

drilling helped evaluate shallow mineralization, but trenching and pitting were considered more effective for detailed follow-up

work.

2008

Mega

Uranium

Reverse

circulation drilling

Buried

Lake

Not

separately reported

Test

unconformity-related mineralization beneath the interior of the mesa

Radiometric

logs confirmed a mineralized layer approximately 0.5 m to 1.2 m thick at depths of approximately 5 m to 10 m below surface, with

estimated grades of approximately 100 ppm to 500 ppm U3O8. The data suggest the mineralized layer may extend

at least 800 m laterally beneath the mesa.

Notes

to Table 7-1:

1) The

15 deeper holes and 42 shallow holes together make up the 57-hole 2008 Mega Uranium reverse

circulation program reported in the later technical reports.

2) The

28 Buried Lake RC holes are described separately in the historical exploration sections as

testing unconformity-related mineralization beneath the mesa. The available reports do not

explicitly confirm whether these 28 holes are included within the 57-hole total or represent

a separate count.

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3) Spencer

and Cleath (2010) reported 51 RC holes for 1,657 metres. Later reports by Inwood and Goode

(2011), Tenova (2014) and Miller (2024) report 57 RC holes for 1,561 metres. The 57-hole,

1,561 m figure has been adopted in this table because it is the more recent and consistently

repeated historical drilling total.

4) No

drilling has been completed by the Issuer.

7.1.1

Reverse Circulation Drilling

The

2008 reverse circulation (RC) drilling program was completed mainly in the Guanaco and Buried Lake areas, with fewer holes drilled in

the Lago Seco area. The drilling was completed by Degestron Drill S.A.

The

drilling provided access for downhole radiometric logging using a Mount Sopris downhole spectrometer. The radiometric logs helped confirm

the presence and continuity of mineralization in the Guanaco, Buried Lake and Lago Seco areas. However, the use of radiometric data as

a direct grade estimate was limited by variable uranium disequilibrium across the Project area, which caused discrepancies between radioactivity

and chemical assay results.

7.1.2

Limitations of Drilling

Reverse

circulation drilling did not provide representative assay samples from the unconsolidated gravel-hosted mineralization. The principal

limitation was poor recovery from the unconsolidated sandy gravels.

The

uranium-vanadium mineralization is extremely fine grained and commonly occurs in the sandy matrix, in gypsum-rich horizons, and as carnotite

coatings or rinds on clasts. During reverse circulation drilling, high air pressures may preferentially remove fine material and associated

uranium-vanadium minerals from the gravel. This can result in chemical assay values that are anomalously low relative to the actual grade

of the mineralized layer.

Diamond

drilling was also considered unsuitable because of the unconsolidated nature of the gravels, which makes recovery of intact and representative

core difficult.

These

limitations, combined with the shallow depth of the principal mineralization, led to the adoption of trenching and pitting as the preferred

exploration and sampling methods. Trenching and pitting allow direct observation of the mineralized layer, its contacts, continuity and

relationship with the host gravel, and provide more representative material for geochemical sampling.

7.1.3

Buried Lake Drilling

The

Buried Lake area was tested by reverse circulation drilling to assess the extent of unconformity-related mineralization beneath the interior

of the mesa. This mineralization style differs from the main near-surface caliche-style mineralization at Guanaco and Lago Seco because

it is associated with the unconformity between the Quaternary gravel sequence and the underlying Salamanca Formation.

Radiometric

logging from drilling at Buried Lake confirmed a mineralized layer approximately 0.5 m to 1.2 m thick at depths of approximately 5 m

to 10 m below surface, with estimated grades between 100 ppm and 500 ppm U3O8. The drilling suggests that unconformity-related

mineralization may occur as a sub-horizontal layer extending at least 800 m laterally beneath the mesa.

Although

Buried Lake demonstrates potential for mineralization at the gravel-substrate unconformity, the near-surface caliche-style mineralization

remains the most attractive exploration style because it can be tested more efficiently by pitting and trenching.

7.1.4

Future Drilling Considerations

Vibrosonic

drilling may provide a future method for recovering representative samples from unconsolidated gravel. This method may allow relatively

passive recovery of a large-diameter sample into a plastic sheath, reducing the loss of fine-grained mineralized material that can occur

during reverse circulation drilling.

Vibrosonic

drilling may be useful where representative geochemical samples are required from unconsolidated gravels at depth, particularly where

trenching and pitting are not practical. However, for shallow, near-surface mineralization, pitting and trenching remain the most efficient

and representative exploration and sampling methods currently demonstrated for the Project.

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7.2

Hydrogeology and Geotechnical Data

hydrogeological or geotechnical investigations have been completed on the Property. Water availability is described in Section 4.4.1

– Water Availability. Recommended hydrogeological and geotechnical work is described in Section 23.2.6 – Hydrogeology and

Water Chemistry and Section 23.2.7 – Preliminary Mining and Geotechnical Information.

8.0

Sample Preparation, Analyses and Security

This

section reviews all known sample preparation, analysis and security as it relates to successive operators between 1978 and July 2024

on the Laguna Salada U-V Project. Unless otherwise noted, the information presented in this section has been summarized and adapted from

the technical reports by Miller (2024), Tenova (2014), or Inwood and Goode (2011). The QP Simon Mortimer has reviewed these reports and

considers the information relevant and reliable for the purposes of this Report.

terms of sample preparation, analysis and security, the Author has reviewed the chain-of-custody, sample preparation, analytical and

QA/QC documentation contained in the Project files and where possible, audited digital assay databases against original certificates

as part of the data verification work described in Section 9.0 - Data Verification.

is the opinion of the QP Simon Mortimer, that the procedures, policies and protocols for drilling and sampling verification are sufficient

and appropriate and assay methods used are consistent with good exploration and operational practices such that the data is reliable

for the purpose of this Report (see Section 2.1 - Purpose). Furthermore, the QP is of the opinion that the assay data is adequate

for the purpose of verifying drilling assays and estimating mineral resources (see Section 11.0 - Mineral Resource Estimates).

The

Authors of this Report and the Issuer Jaguar Uranium are independent of the laboratories used by historical operators on the Property.

8.1

Overview

Sampling

at the Laguna Salada Project has included historical pit and trench sampling of unconsolidated uranium-vanadium-bearing gravels, channel

sampling of basement-hosted mineralization, shallow pit sampling, panel chip sampling and historical independent sampling.

The

principal historical sampling was completed by previous operators before Jaguar Uranium Corp.’s acquisition of the Project. Historical

sampling focused mainly on shallow uranium-vanadium mineralization hosted in unconsolidated sandy gravel at Guanaco, Lago Seco and Buried

Lake areas. Additional historical and 2022 sampling was completed at La Susana and La Rosada, including sampling of unconsolidated sediments

and altered volcanic basement rocks.

The

available sampling, QA/QC and historical independent sampling information supports the presence of uranium-vanadium mineralization at

the Project. However, future updates to the historical dataset should continue to be supported by appropriate verification, particularly

where historical data are used for future Mineral Resource updates. This is mainly due to the unconsolidated nature of the host gravels,

the historical use of whole and screened samples, variable QA/QC performance of some in-house standards, and analytical limitations near

the uranium detection limit.

8.2

Historical Sampling (2007-2016)

Historical

sampling at the Project has included pit and trench sampling of unconsolidated uranium-vanadium-bearing gravels, channel sampling of

basement-hosted mineralization, and shallow pit sampling and panel chip sampling of unconsolidated sandy gravel (Figure 8-1). Two principal

historical sample types were collected:

● vertical

channel samples through unconsolidated sediments, collected down the wall of pits or trenches

through the mineralized gravel; and

● channel

samples of mineralization hosted in basement volcanic rocks.

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Vertical

channel samples through unconsolidated sediments were generally 0.7 m to 1.0 m long, with sample intervals selected to honour geological

and mineralization contacts. Basement-hosted samples were described as channel samples, with reported lengths ranging from 0.1 m to 0.9

metres. These are interpreted as continuous channel chip samples.

total of 2,146 pits and trenches were excavated and included in the historical resource database. Exploration trenching was completed

on a nominal 400 m by 400 m spacing over an area approximately 15 km by 20 kilometres. Infill trenching was completed on a nominal 200

m by 200 m grid in mineralized areas defined by wider-spaced trenching. More detailed trenching was completed in selected areas to confirm

continuity of mineralization (Miller, 2024; Inwood and Goode, 2011).

the 2,146 pits and trenches excavated:

● 1,343

had only whole samples taken;

● 309

had only screened samples taken; and

● 494

had duplicate whole and screened samples taken.

Figure

8-1. Plan map showing the location of the trenches and pits at Laguna Salada, coloured according to the sampling method used (after

Tenova, 2014) (Miller, 2024).

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8.2.1 Sample Spacing and Data Capture

Pit

and trench spacing was selected to reflect the shallow, laterally continuous and tabular nature of the mineralized horizons. Wide-spaced

200 m to 400 m trenching indicated lateral continuity of mineralization across the principal Guanaco, Lago Seco and Buried Lake targets.

Additional pitting at approximately 50 m spacing in test areas confirmed the continuity interpreted from wider-spaced sampling.

The

location of each vertical channel sample profile was measured by differential GPS. The X and Y UTM coordinates were recorded in the Gauss

Kruger coordinate system and elevations were recorded relative to mean sea level. Sample depths below surface were measured and recorded

with corresponding sample numbers. The data were incorporated into a project database. Detailed topographic control was also supported

by GeoEye imagery with approximately 0.5 m horizontal accuracy and 0.10 m vertical accuracy (Inwood and Goode, 2011; Tenova, 2014).

8.2.2 Evolution of Sampling Methods

The

historical sample collection method evolved as understanding and characterization of the uranium-vanadium mineralization improved.

8.2.2.1 Manual Excavation

During

reconnaissance exploration prior to September 2008, exploration pits were dug by hand. Sample intervals were selected using visual logging

of yellow uranium-vanadium minerals and radiometric readings from pit walls. Continuous channel samples were collected down vertical

pit walls. Sampling initially commenced at the top of the mineralized zone; overburden was not sampled.

8.2.2.2 Mechanical Excavation

September 2008, the sampling method changed to improve efficiency and collect larger, potentially more representative samples using a

mechanical backhoe. Sample intervals were marked and the excavator operator was guided to the limits of each sample interval. After it

became apparent that a significant proportion of the mineralization was located in the gravel matrix, screened samples were collected

in addition to whole samples. Comparison of whole-sample and screened-sample assay data was then used to evaluate the grade relationship

between the two sample types.

From

May 2009 to April 2010, only screened samples were taken from continuous channel samples in trench walls. In May 2010, following site

review and recommendations, the sampling approach was simplified. Trenches were cut using an excavator, and continuous channel samples

were collected by hand from the sidewall. Each sample was homogenized and split to provide both a whole sample and a screened duplicate.

Complete channel profiles were sampled from surface to the trench floor. This differed from earlier sampling, where sampling commonly

began at the top of the mineralized zone. Sampling from surface was adopted to determine the grade of overburden material, should future

economic conditions warrant processing of lower-grade cover material.

Historical

hand sampling also consisted of cutting a vertical channel approximately 15 cm wide by 15 cm deep into the trench sidewall using a small

pick. Sample material was collected on a plastic tray. Whole samples were homogenised on a plastic tarpaulin, coned and quartered, placed

in numbered polyethylene bags and weighed. Screened samples were sieved into size fractions greater than 5/8 inch, between 5/8 inch and

1/4 inch, and less than 1/4 inch, with the less than 1/4 inch fraction bagged and numbered as the screened sample.

Application

of a regression relationship between whole-sample and screened-sample grades allowed the grade of original unscreened gravel to be

calculated from screened sample grades. Use of these calculated uranium and vanadium grades was considered appropriate for

historical resource estimation (Inwood and Goode, 2011; Tenova, 2014; Miller, 2024).

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8.2.3 Sample Quality

Exploration

pit and trench sampling in unconsolidated gravel carries inherent risk of sample bias. Potential bias relates mainly to the difficulty

of cutting channel samples to constant width and depth in gravelly material without plucking larger clasts from the pit wall, thereby

including a higher proportion of coarse material than is present in situ. Sample representativity is therefore dependent on both the

inherent heterogeneity of the gravel and the diligence and experience of sampling personnel.

reduce sample bias, sampling personnel received additional on-site training in 2010. Sampling was completed by trained technicians under

the guidance of experienced project geologists (Miller, 2024).

Heterogeneity

was evaluated using four types of duplicate samples:

● pulp

duplicates, used to evaluate heterogeneity at the milled particle size;

● 10

mesh duplicates, used to evaluate variation at approximately 2 mm crushed particle size;

● duplicate

trench wall samples, used to evaluate decimetre-scale heterogeneity from adjacent channel

profiles; and

● duplicate

trench samples from opposite trench walls, used to evaluate metre-scale heterogeneity.

Duplicate

results showed high repeatability for pulp duplicates and duplicate channel samples. Duplicate samples collected from opposite walls

of pits and trenches showed a higher level of variation, consistent with the natural heterogeneity of the deposit.

Historical

sampling was considered to have been undertaken in accordance with acceptable industry standards and best practices. Whole samples are

considered the preferred standard sampling approach, with duplicate screened samples used where required to estimate beneficiation effects

related to screening.

8.3 Historical Sampling (La Rosada 2022)

The

2022 sampling at La Rosada included unconsolidated sediment sampling (gas powered auger) and mineralized basement (rock) sampling. A

total of 264 samples of unconsolidated sediments were collected on 100 m centres along lines spaced 200 m apart. Samples were taken from

Horizon D, located beneath the recent soil horizon. Horizon D comprises unconsolidated gravel and beige sandy matrix and represents the

principal sampled unconsolidated sediment interval in the La Rosada program. The typical soil profile and position of Horizon D are shown

in Figure 8-2 (Miller, 2024).

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Figure

8-2. Soil profile and Horizon D, unconsolidated sediments (Miller, 2024).

The

sampling procedure for unconsolidated sediments involved the following steps (Miller, 2024):

1) The

planned sample location was located on the ground using sampling plan coordinates. If necessary,

the sampling point could be moved by up to approximately 5 m from the planned coordinate.

2) A

surface counts-per-second reading was taken using a Gamma Ray Scintillometer, Gamma SGR from

GF Instruments, and recorded in the field book.

3) The

excavation site was cleaned by removing surface soil over an area approximately 1.20 m by

0.90 metres.

4) An

auger machine was used to make 12 holes in three rows of four holes, covering the 1.20 m

by 0.90 m area. Excavations were designed to reach approximately 1.20 m depth to allow complete

inspection of the geological profile.

5) Soil

horizons, unconformities and unconsolidated sediment intervals were visually inspected. Horizon

depths and total excavation depths were recorded. Soil generally extends to depths of approximately

0.5 m to 0.7 metres.

6) Counts-per-second

readings were taken on the pit wall using the gamma ray scintillometer and recorded in the

field notebook.

7) Stratigraphic

units were geologically described. Recorded information included colour, grain size, texture,

matrix, clast size, clast shape, presence of fossils, mineralization, mineralization style,

visible mineral species, mineral percentage, alteration, alteration style and alteration

intensity.

8) The

anomalous stratigraphic interval, Horizon D, was identified and sampled. Material was collected

from two 10 cm wide channels along the selected interval on two parallel walls of the pit

to form one sample. The sample was required to weigh at least 2 kg and was placed in a labelled

sample bag.

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9) Where

anomalous scintillometer readings or carnotite were observed on the pit floor and the excavation

could not be deepened, an additional chip-panel sample was collected from the floor.

10) The

sample was labelled, packaged and sealed according to sample handling protocol.

11) The

pit was photographed and backfilled with the excavated material.

The

auger excavation method was used to expose the shallow soil profile and underlying unconsolidated sediment interval over a controlled

sampling area. The typical auger excavation layout used to expose the 1.20 m by 0.90 m sampling area is shown in Figure 8-3.

Figure

8-3. Auger drilling (excavation) of the 1.20 m by 0.90 m sampling pit area (Miller, 2024).

Mineralized

basement sampling consisted of 158 panel chip samples collected at approximately 100 m intervals on lines spaced 200 m apart. Panel chip

samples were approximately 0.5 m by 0.5 m and weighed approximately 2 kg to 3 kg (Miller, 2024).

8.4 Historical Sample Preparation and Analysis

Historical

sample preparation and analysis used Alex Stewart Assayers Argentina S.A., ALS Chemex, and SGS. Alex Stewart Laboratories are part of

the Stewart Group, which operates preparation and analytical facilities internationally. The group’s Canadian laboratories were

accredited to ISO 9001-2000 and were working towards ISO 17025 accreditation at the time of the historical work. ALS Chemex is a global

testing services organisation. Its Mendoza preparation laboratory had been operating since 2001, while the Vancouver and Lima analytical

laboratories were accredited to ISO 9001-2000 and ISO 17025.

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8.4.1 Sample Preparation and Analysis (2007-2008)

Samples

collected between July 2007 and June 2008 were prepared and analysed by Alex Stewart Assayers Argentina S.A. Samples were dried, jaw

crushed to minus 10 mesh, nominally 2 mm, riffle split and pulverised with a ring and puck to minus 150 mesh, nominally 106 microns.

A split of the pulp was analysed using ICP-AES or ICP-MS. Early samples used aqua regia digestion, while later samples used four-acid

digestion.

8.4.2 Sample Preparation and Analysis (2008-2016)

Samples

collected after June 2008 were submitted to ALS Chemex in Mendoza, Argentina. On receipt, samples were barcoded and weighed. Samples

were dried and crushed to a minimum of 75% passing 2 millimetres. The sample was then riffle split and a 250 g subsample was pulverised

using a ring and puck to 85% passing 75 microns. The 75 micron pulps were sent to ALS Chemex analytical facilities in Lima, Peru, or

Vancouver, Canada. Samples were analysed by ICP-AES after four-acid digestion. Detection limits were 0.01 ppm to 10,000 ppm for uranium

and 1 ppm to 10,000 ppm for vanadium.

Some

samples collected in 2016 by U3O8 Corp. were submitted to SGS for analysis. No sample preparation details are available for these samples.

The analytical method used aqua regia digestion and ICP-MS, method ICP14B. Detection limits were 0.05 ppm to 10,000 ppm for uranium and

1 ppm to 10,000 ppm for vanadium.

8.4.3 Sample Preparation and Analysis (2022)

The

2022 samples from the La Rosada area were submitted to Alex Stewart International Argentina in Mendoza. All samples were dried, crushed

to 10 mesh with greater than 80% passing, quartered to 600 g, and pulverised to 106 microns with greater than 95% passing to obtain a

100 g split ready for analysis. The preparation code was P5.

Samples

were analysed by four-acid digestion, using hydrofluoric, perchloric, nitric and hydrochloric acids, followed by Inductively Coupled

Plasma Optical Emission Spectroscopy, ICP-OES Radial. The analytical method was ICP-MA-42.

Samples

reporting greater than 10,000 ppm uranium, greater than 10,000 ppm vanadium were subjected to four-acid digestion and analysed by ICP-MA-42

100 ml, with upper detection limits of 10% for those elements (Miller, 2024).

8.5 Historical Sample Security

Historical

sample security is considered appropriate for the level and risk profile of the Project. The status of samples, shipments and laboratory

receipt of sample batches were monitored. Industry-standard sample security protocols were applied.

8.5.1 Sample Security (2010-2014)

Historical

samples were handled by personnel and contractors working for Mega Uranium and subsequently U3O8 Corp. Sample handling included homogenisation,

quartering, screening, bagging and numbering. Field samples were transported in company vehicles to the base camp, where they were stored

in a covered, locked shed. Samples were then transported to preparation facilities in Mendoza by independent commercial transport company

or by company personnel in pick-up trucks.

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8.5.2 Sample Security (2022)

Individual

samples from the 2022 La Rosada sampling program, weighing approximately 2 kg to 3 kg, were placed in sacks, with approximately five

to six samples per sack. Sample batches of approximately 30 to 40 samples were transported by company vehicle to the Andesmar Cargas

Trelew shipping service (“Andesmar”) in Trelew, then shipped via Andesmar to Mendoza and delivered to Alex Stewart labs in

Mendoza (Miller, 2024).

8.6 Historical Quality Assurance/Quality Control

QA/QC

procedures included reference materials, blanks, field duplicates, pulp duplicates and laboratory internal checks.

8.6.1 QA/QC (Pre-2010)

Prior

to May 2010, in-house reference samples and blanks were inserted into the sample sequence at an average rate of approximately one reference

sample per 32 field samples, with insertion rates ranging from one per 13 to one per 34 field samples.

The

initial Project reference material was prepared from sandy gravel collected from high-grade trenches in the Guanaco area. Approximately

200 kg of mineralized material was collected and homogenised, then split into approximately 1 kg subsamples. The material was crushed

and pulverised to produce a homogeneous pulp. This initial reference material was similar in nature to field samples, but was not subject

to full pulp homogenisation or round-robin testing. Repeat laboratory analysis returned an average value of 470 ppm uranium, but 11 of

14 repeat analyses fell outside the ±10% tolerance range. Approximately 20% of samples from those submissions were subsequently

re-tested with new standards inserted.

8.6.2 QA/QC (2010-2014)

After

May 2010, QA/QC control samples included standards, field and laboratory blanks, field duplicate samples from the same and opposite trench

faces, and pulp duplicates after pulverisation and sieving. Standards included certified material used by U3O8 Corp. and internal laboratory

standards. Not all vanadium standards had certificates of analysis.

U3O8

Corp. standards 2955, 2956 and 2957 were manufactured from locally sourced material and prepared by Alex Stewart Laboratories. These

standards were certified for uranium, but problems were identified with standards 2956 and 2957. The standards showed poor correlation

in round-robin analyses and significant inter-laboratory bias. Because of the failure rates for standards 2956 and 2957, the program

became heavily reliant on standard 2955 and internal laboratory checks.

Umpire

pulp analysis was undertaken on 22 samples at Alex Stewart Laboratories using pulp rejects from ALS Chemex. The re-analysed pulps showed

high correlation with the original samples, with 91% of results within a 10% Rank HARD precision limit and matching mean uranium values

of approximately 155 ppm U3O8.

Overall,

historical QA/QC protocols were considered reasonable, and the database was updated where QA/QC failures required re-analysis. Historical

sample preparation and assay were completed by ALS Chemex and Alex Stewart Laboratories, both recognised analytical facilities with appropriate

certifications.

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8.6.3 QA/QC (2022)

The

2022 La Rosada QA/QC program used sample batches of 50 samples, comprising 45 original samples, two standards and three blanks. Field

duplicates were not included because of the variability associated with the unconsolidated nature of the samples. Reference materials

and blanks were inserted systematically and at the discretion of the field geologist.

Three

standards previously prepared by Maple from high-grade gravel collected from the Guanaco zone were used during the sampling program (Table

8-1). These standards were STD 2955, STD 2956 and STD 2957. Of these, STD 2955 exhibited acceptable historical performance for uranium,

while STD 2955 and STD 2957 exhibited acceptable historical performance for vanadium. No vanadium result was available for STD 2956.

Table

8-1. Expected values for uranium and vanadium in Maple standards.

Abbreviation

Standard Code

U (ppm)

V (ppm)

STD_01

STD 2955

198.4

459

STD_02

STD 2956

89.6

N/A

STD_03

STD 2957

25.1

559

Field

blanks were prepared from coarse rock fragments of unmineralized sandstone collected near the Susana field camp. Blank samples were prepared

at a similar size to the original samples. The average values for 23 field blanks are summarized in Table 8-2. Uranium results for all

blanks were below the detection limit. Vanadium values show some variation above and below the mean, with insufficient data to define

clear batch-related trends. The batch distribution of vanadium blank results is shown in Figure 8-4.

Table

8-2. Uranium and vanadium values for field blanks.

Description

No. Analyses

Mean U (ppm)

Max. U (ppm)

Min. U (ppm)

Std. Dev.

Blank

N/A

<10

N/A

Description

Number of analyses

Mean V (ppm)

Max. V (ppm)

Min. V (ppm)

Std. Dev.

Blank

141.2

147

136

3.16

The

results for the in-house standards prepared by Maple and certified by ASI were more variable, particularly for uranium. The Project standards

and ASI internal standards GU-08 and GU-11 are compared in Table 8-3, which summarizes the number of analyses, laboratory means, standard

values, standard deviations and mean differences for uranium and vanadium.

Standard

STD 2955 showed good precision but poor accuracy, under-reporting uranium by approximately 33 ppm and over-reporting vanadium by approximately

30 ppm. Standards 2956 and 2957 performed poorly, which is consistent with earlier historical QA/QC observations. The absence of vanadium

certificates for some standards is a limitation. The ASI internal standards performed better, although some within-batch and between-batch

variation was observed. Control plots for uranium in STD 2955, vanadium in STD 2955 and uranium in ASI internal standard GU-11 are shown

in Figures 8-5, 8-6 and 8-7, respectively.

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Figure

8-4. Vanadium values for blank material showing batch numbers (Miller, 2024).

Table

8-3. Uranium and vanadium values for project standards and ASI internal standards.

Description

No.

Analyses

Lab Mean

U (ppm)

Lab

Std. Dev.

Standard

U (ppm)

Standard

Std. Dev.

Mean Difference

U (ppm)

STD 2955

165.1

7.26

198.4

12.7

-33

STD 2956

128.1

21.9

89.6

18.3

STD 2957

61.0

54.7

25.1

3.8

35.9

GU-08

321.0

22.1

312.4

24.7

8.6

GU-11

33.0

1.6

34.67

2.47

-1.67

Description

No.

Analyses

Lab Mean

V (ppm)

Lab

Std. Dev.

Standard

V (ppm)

Standard

Std. Dev.

Mean Difference

V (ppm)

STD 2955

489.0

7.01

459

16.7

30.0

STD 2956

429.0

46.7

N/A

STD 2957

585.0

58.8

559

17.8

26.2

GU-08

32.7

0.48

N/A

GU-11

46.7

0.75

N/A

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Figure

8-5. Uranium values for standard STD 2955 (Miller, 2024).

Figure

8-6. Vanadium values for standard STD 2955 (Miller, 2024).

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Figure

8-7. Uranium values for ASI internal standard GU-11, certified 34.67 ppm U (Miller, 2024).

8.6.4 QA/QC Interpretation – La Rosada

The

QA/QC program for La Rosada sampling (2022) identified several issues requiring attention in future exploration programs.

significant number of La Rosada samples reported near the 10 ppm uranium detection limit for the ICP-OES method. The combination of under-reporting

and over-reporting in standard results, together with the patchy distribution of uranium values, suggests that the analytical technique

may not be fully optimised for the La Rosada mineralization.

central area of the sample grid returned uranium values close to or below detection. These values should be considered in relation to

the analytical detection limit, analytical method performance and geological variability. The spatial distribution of uranium values

around and just above the 10 ppm detection limit is shown in Figure 8-8.

Scintillometer

counts-per-second values were collected during the sample program and compared with anomalous samples to calculate predicted uranium

values. Vanadium values also show anomalous distributions that correlate with underlying geology. The cps distribution, predicted uranium

values and vanadium values relative to geology are shown in Figures 8-9, 8-10 and 8-11, respectively.

The

QA/QC results indicate that future exploration programs should use appropriate commercial certified reference materials for uranium and

vanadium, covering the expected grade ranges of the mineralization. Future programs should also evaluate analytical methods, particularly

for samples close to the uranium detection limit, and consider submitting check samples with certified blanks and standards to alternative

laboratories in Mendoza to compare uranium and vanadium performance.

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Figure

8-8. Uranium distribution highlighting analytical problems around and just above the detection limit of 10 ppm at the Law Rosada

area (Miller, 2024).

Figure

8-9. Scintillometer (cps) measurements at the La Rosada area (Miller, 2024).

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Figure

8-10. Predicted uranium values in ppm based on scintillometer readings at the La Rosada Area (Miller, 2024).

Figure

8-11. Vanadium concentrations and geology at the La Rosada area (Miller, 2024).

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8.7 Historical Independent Sampling (2010)

Historical

independent sampling was completed in the Guanaco area to verify trench sampling and assay data (Inwood and Goode, 2011). A total of

17 independent samples were collected from trenches TRR-15 and TRR-114 during the 2010 site visit. No independent samples were collected

from Lago Seco or Buried Lake areas because no suitable open trenches were available at the time of the visit. Locations of the independent

sample trenches are shown in Figures 8-12 and 8-13.

Figure

8-12. Satellite image of the central part of the Laguna Salada Project showing the location of trenches TRR-114 and TRR-15 from which

independent samples were taken by Inwood and Goode (2011) (Tenova, 2014).

Two

sample profiles were collected from each trench, with one profile sampled from each side of the trench. A continuous vertical channel

sample sequence approximately 30 cm wide was collected from surface to the trench floor. Samples were intended to be approximately 1

m-long, although actual sample lengths varied to honour geological contacts and changes in material type.

The

independent sampling method differed from the original project sampling method. In the original sampling, the upper 1 m to 1.5 m of the

trench was sampled using a backhoe bucket and the lower part of the trench was panel chip sampled. The original samples were homogenised

by rolling on a plastic sheet and then quartered to produce the final assay sample.

Samples

were tagged and secured using numbered tamper-proof security tags. Chain of custody was maintained during shipment to ALS Chemex in Mendoza,

Argentina. Samples were analysed at the ALS Chemex assay facility in Lima, Peru using method ME-MS61, a hot four-acid digestion method.

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Figure

8-13. Trenches used for independent sampling by Inwood and Goode (2011) (Tenova, 2014).

Uranium

results from the independent samples (Table 8-4) were compared with original trench sample results (Table 8-5). Original assays from

trench TRR-114 were from screened fines, from which the grade of the original gravel was estimated using a regression relationship between

screened and whole samples. The independent sample results are summarized in Table 8-4 and the original samples in Table 8-5.

Historical

database validation checks were completed on the exploration database used for the 2011 Mineral Resource estimate. No material issues

were identified at the time. Future use or update of the historical dataset should continue to be supported by appropriate data verification.

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Table

8-4. Independent sampling data for the Laguna Salada Project by Inwood and Goode (2011).

Independently Sampled Trenches (15/5/2010) - Whole Sample

Trench

From (m)

To (m)

Length (m)

Lithology

Sample ID

U3O8 (ppm)

TRR114B

0.00

1.00

Cong & Soil

2958

TRR114B

1.00

2.00

1.00

Cong.

2959

TRR114B

2.00

3.00

1.00

Cong.

2960

TRR114B

3.00

3.80

0.80

Cong.

2961

TRR114A

0.00

1.00

Cong & Soil

2962

TRR114A

1.00

2.00

1.00

Cong.

2963

153

TRR114A

2.00

3.00

1.00

Cong.

2964

TRR114A

3.00

3.80

0.80

Cong.

2965

TRR15B

0.00

1.40

Cong & Soil

2966

TRR15B

1.40

1.80

0.40

Cong Unconformity

2967

TRR15B

1.80

2.05

0.25

Mineralization

2968

270

TRR15B

2.05

2.50

0.45

Clay

2969

TRR15A

0.00

1.00

Cong & Soil

2970

TRR15A

1.00

1.50

0.50

Cong Unconformity

2971

TRR15A

1.50

1.74

0.24

Mineralization

2972

166

TRR15A

1.74

2.14

0.40

Clay

2973

TRR15A

2.14

2.50

0.36

Clay

2974

Table

8-5. Original sampling data for the Laguna Salada Project.

Original Assays

Hole ID

Sample

Depth From

(m)

Depth To

(m)

Interval

(m)

U3O8

(ppm)

TRR-114

9861

1.00

1.80

0.80

281

TRR-114

9862

1.80

2.60

0.80

434

4562

TRR-114

9863

2.60

3.50

0.90

238

441

TRR-114

9878

1.80

2.60

0.80

245

TRR-114

9879

1.80

2.60

0.80

117

ns_Trr-15

1.55

2.00

0.45

218

ns_Trr-15b

1.80

2.35

0.55

436

Note:

original TRR-114 assay values were estimated from screened material and weighted by mass proportion.

8.8 Sampling and QA/QC Summary

Historical

pit and trench sampling (2007 to 2016), La Rosada sampling (2022), historical independent sampling (2010), and QA/QC information support

the presence of uranium-vanadium mineralization at Laguna Salada. The available information also supports the general geological interpretation

of shallow mineralization in unconsolidated sediments and altered rhyolitic basement.

The

main limitations relate to the unconsolidated nature of the host material, the use of different historical sampling methods, the relationship

between screened and whole-sample grades, variable performance of some in-house standards, the absence of certified vanadium values for

some standards, and analytical performance near the uranium detection limit.

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9.0 Data Verification

9.1 Internal-External Data Verification

The

Authors (QPs) have reviewed the historical data and information regarding past exploration work on the Property, as provided by the Issuer

Jaguar Uranium Corp. and as available in the public domain.

is the Authors’ opinion that, to the extent to which they are known, the procedures, policies and protocols for historical drilling,

sampling and assaying, are sufficient and appropriate and that the assay procedures and assay results are consistent with industry standard

exploration and operational practices, such that the data and information is reliable for the purposes of this Report (see Section

2.1 - Purpose).

9.2 Verification Performed by the QPs

addition to data and information verification, Dr. Jobin-Bevans (P.Geo., Ph.D.) visited the Project for one day on 12 May 2026, in order

to observe the general Property conditions and access, to locate evidence of previous exploration work and to determine if any exploration

work is currently being done on the Property (see Section 2.5 - Personal Inspection).

part of the geological modelling and mineral resource estimation for the Laguna Salada Deposit, QP Simon Mortimer (FAIG, M.Sc.) reviewed

the data and information provided by the Issuer and found it to be of sufficient quality and scope to be used in the calculation of the

Mineral Resource Estimate (see Section 11.0 - Mineral Resource Estimates). In addition, laboratory assays and certificates from

historical sampling were reviewed by QP Simon Mortimer and as with the larger historical database, no material errors were found.

QPs

Scott Jobin-Bevans and Simon Mortimer are satisfied with the quality of sampling and record keeping (database) procedures followed by

historical operators on the Project and that this data and information is adequate for the purposes of this Report (see Section

2.1 - Purpose).

10.0 Mineral Processing and Metallurgical Testing

Mineral

processing and metallurgical test work has been completed on mineralized gravels from the Guanaco and Lago Seco areas of the Laguna Salada

Project (Inwood and Goode, 2011; SGS, 2011, 2012, and 2013; Tenova, 2014. The available metallurgical information is historical and was

completed prior to Jaguar Uranium Corp.’s acquisition of the Project; no new metallurgical test work has been completed since by

Jaguar Uranium Corp.

The

historical test work indicates that the Laguna Salada mineralized gravels have favourable beneficiation characteristics. Uranium-vanadium

mineralization occurs principally in fine-grained material associated with unconsolidated gravel. Wet scrubbing and screening can upgrade

uranium into a relatively small fine fraction, materially reducing the mass requiring downstream hydrometallurgical treatment (Inwood

and Goode, 2011; Tenova, 2014; Miller, 2024).

The

Guanaco and Lago Seco area gravels are geologically distinct and show different metallurgical characteristics. Guanaco generally contains

less gypsum, while Lago Seco contains higher gypsum content. However, gypsum in Lago Seco is more crystalline and more amenable to rejection

during screening and hydrocycloning. These differences require the two areas to be considered separately in metallurgical interpretation

and future test work (Tenova, 2014; Miller, 2024).

10.1 U3O8 Corporation (2010-2014)

metallurgical test work program was initiated in October 2010 and was conducted by SGS Mineral Services, Lakefield Site in Ontario, Canada,

under the direction of uranium-experienced metallurgist Mr. John Goode (P.Eng.). The objective of the program was to provide a first-pass

determination of metallurgical characteristics of the gravels in the two principal areas of the Laguna Salada Project, namely the Guanaco

and Lago Seco areas (Inwood and Goode, 2011).

This

metallurgical test work was done on 14 samples from three widely-spaced pits in the Guanaco area and 14 samples from three pits from

the Lago Seco area. Samples were taken from these widely-spaced locations in order to ensure that they are representative of each of

the two areas of mineralization. Furthermore, the average grade of each composite sample were close to the average grade of the resources

reported for the two areas of the Laguna Salada Project and hence, these samples were considered to be representative of the styles of

mineralization in the two parts of the Project. A full description of the sampling process and characterization of the samples is provided

by Inwood and Goode (2011).

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Test

work completed for U3O8 Corp. included beneficiation, mineralogical, leach and process evaluation work. The main test work was undertaken

by SGS Lakefield in Ontario, Canada, with additional work completed by the University of San Juan in Argentina and the Saskatchewan Research

Council in Saskatoon, Canada (Inwood and Goode, 2011; Tenova, 2014).

The

historical metallurgical work focused on the following:

● beneficiation

by wet scrubbing and screening;

● distribution

of uranium, vanadium and gypsum by size fraction;

● mineralogical

characterisation of the fine fraction;

● acid

and alkaline leach response;

● gypsum

removal and sulphate management;

● preliminary

reagent consumption;

● potential

recovery of uranium and vanadium from leach solutions; and

● development

of a conceptual process route for the Project.

The

work demonstrated that uranium is preferentially concentrated in the fine fraction during beneficiation. This is consistent with the

observed mineralogy, where carnotite and related uranium-vanadium minerals occur as fine-grained material in the gravel matrix and as

coatings or partial rims on clasts (Inwood and Goode, 2011; Tenova, 2014).

10.1.1 Beneficiation Characteristics

Beneficiation

test work showed that wet scrubbing and screening are effective in concentrating uranium into the fine fraction. The purpose of beneficiation

is to reject the coarser gravel and sand fraction while retaining the uranium-bearing fines for downstream leaching.

Guanaco, wet scrubbing and screening test work indicated that up to approximately 88% of the uranium and 39% of the vanadium could be

screened into a minus 150 µm fine fraction representing approximately 8% of the original gravel mass. The effect of wet screening

was shown by upgrading a head grade of 46 ppm uranium to 528 ppm uranium in the minus 150 µm fraction, and a head grade of 195

ppm vanadium to 1,060 ppm vanadium in the same fraction.

Lago Seco, wet scrubbing and screening test work indicated that up to approximately 96% of the uranium and 61% of the vanadium could

be screened into a minus 150 µm fine fraction representing approximately 26% of the original gravel mass. A head grade of 137 ppm

uranium was upgraded to 566 ppm uranium in the minus 150 µm fraction, and a head grade of 233 ppm vanadium was upgraded to 673

ppm vanadium in the same fraction.

Further

beneficiation optimisation reported in the 2014 PEA identified a 15-minute wet scrub at 50% to 75% solids followed by screening at 75

µm as the preferred route for the Guanaco gravels. This route recovered an average of approximately 84.6% of the uranium to the

<75 µm fine fraction, which represented approximately 7.7% of the original gravel mass (Tenova, 2014, Table 13-23).

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summary of the principal historical beneficiation, leach extraction, gypsum rejection and overall recovery results is presented in Table

10-1 (Inwood and Goode, 2011; Tenova, 2014; Miller, 2024).

Table

10-1. Summary of key historical beneficiation and metallurgical results.

Area

Key Metallurgical Characteristic

Historical Test Work Result / Interpretation

Guanaco

Uranium upgrade by wet scrubbing and screening

Approximately 88% of uranium reported to the minus 150 µm fraction, representing approximately 8% of the original gravel mass

Guanaco

Vanadium upgrade by wet scrubbing and screening

Approximately 39% of vanadium reported to the minus 150 µm fraction

Guanaco

Example uranium upgrade

46 ppm U upgraded to 528 ppm U in the minus 150 µm fraction

Guanaco

Example vanadium upgrade

195 ppm V upgraded to 1,060 ppm V in the minus 150 µm fraction

Guanaco

Preferred <75 µm beneficiation route

An average of approximately 84.6% of uranium and 29.3% of vanadium reported to the <75 µm fraction, representing approximately 7.7% of the original gravel mass following a 15-minute wet scrub at 50% to 75% solids (Tenova, 2014, Table 13-23)

Lago Seco

Uranium upgrade by wet scrubbing and screening

Approximately 96% of uranium reported to the minus 150 µm fraction, representing approximately 26% of the original gravel mass

Lago Seco

Vanadium upgrade by wet scrubbing and screening

Approximately 61% of vanadium reported to the minus 150 µm fraction

Lago Seco

Example uranium upgrade

137 ppm U upgraded to 566 ppm U in the minus 150 µm fraction

Lago Seco

Example vanadium upgrade

233 ppm V upgraded to 673 ppm V in the minus 150 µm fraction

Guanaco

Gypsum content and rejection

Guanaco gravels contain lower gypsum than Lago Seco, but finer-grained gypsum makes rejection less efficient; approximately 75% of gypsum was rejected during beneficiation

Lago Seco

Gypsum content and rejection

Lago Seco gravels contain higher gypsum, but more crystalline gypsum is more efficiently rejected; approximately 92% of gypsum was rejected during beneficiation

Guanaco

Alkaline leach extraction

Average extraction after a four-hour alkaline leach at 80°C was approximately 96% uranium and 61% vanadium. Selected samples prepared in a manner similar to the preferred beneficiation route achieved approximately 96% uranium and 71% vanadium extraction

Lago Seco

Alkaline leach extraction

Average extraction after a four-hour alkaline leach at 80°C was approximately 96% uranium and 58% vanadium. Selected samples most closely reflecting the preferred beneficiation route achieved approximately 99% uranium and 71% vanadium extraction

Guanaco

Overall recovery through beneficiation, alkaline leach, precipitation and refining

Estimated at 78.7% for uranium and 14.7% for vanadium

Lago Seco

Overall recovery through beneficiation, alkaline leach, precipitation and refining

Estimated at 70.5% for uranium and 20.4% for vanadium

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10.1.2 Leach Response

Historical

test work indicates that the fine material from Laguna Salada is amenable to both acid and alkaline leaching. Acid leaching was technically

effective but required high acid consumption due to the presence of carbonate minerals, including calcite, in the mineralized material.

Acid consumption was reported at approximately 150 kg/t of mineralized fines in summary test work (Tenova, 2014; Miller, 2024).

Alkaline

leaching was identified as the preferred leach route in the historical test work. The 2014 PEA reported average extraction after a

four-hour alkaline leach at 80°C of approximately 96% uranium and 61% vanadium for Guanaco, and approximately 96% uranium and

58% vanadium for Lago Seco. Selected samples representing the preferred beneficiation routes achieved approximately 96% uranium and

71% vanadium extraction for Guanaco and approximately 99% uranium and 71% vanadium extraction for Lago Seco (Section 13.7.4 in

Tenova, 2014). The average of the 61% Guanaco and 58% Lago Seco vanadium extraction results is 59.5%.

The

lower overall recovery of vanadium relative to uranium reflects the mineralogical distribution of vanadium. A significant proportion

of vanadium is hosted in minerals other than uranium-vanadium minerals, including iron and titanium minerals, and therefore does not

report as efficiently to the leachable uranium-bearing fine fraction (Inwood and Goode, 2011; Tenova, 2014).

10.1.3 Gypsum and Reagent Consumption

Gypsum

is an important processing consideration at Laguna Salada because it consumes alkaline leach reagents, principally sodium carbonate and

sodium bicarbonate. The historical test work indicates that Lago Seco gravels have higher gypsum content than Guanaco gravels, with reported

average gypsum contents of approximately 12.7% for Lago Seco and 3.2% for Guanaco (Tenova, 2014; Miller, 2024).

Although

Lago Seco contains more gypsum, the gypsum is more crystalline and can be rejected more efficiently during screening and hydrocycloning.

Historical beneficiation test work indicated that approximately 92% of Lago Seco gypsum was rejected during beneficiation. Guanaco gypsum

is finer grained, making rejection by screening and hydrocycloning less efficient. Historical beneficiation test work indicated that

approximately 75% of Guanaco gypsum was rejected during beneficiation (Tenova, 2014; Miller, 2024).

Residual

gypsum in the fine fraction is proposed to be removed by leaching the fines with saline water. Calcium and sulphate would then be removed

from solution using either membrane treatment or the ettringite process, allowing the water to be recirculated for further gypsum leaching.

Additional test work is required to determine the preferred sulphate removal option and the effect of gypsum removal on reagent consumption

and leach performance (Tenova, 2014; Miller, 2024).

10.1.4 Conceptual Processing Route

The

historical conceptual processing route for Laguna Salada involves mining of unconsolidated mineralized gravel followed by wet scrubbing

and screening in beneficiation units located near the mine areas. The beneficiation stage is intended to reject coarse barren material

and produce an upgraded fine fraction containing most of the uranium and part of the vanadium.

The

upgraded fines would then be treated through a hydrometallurgical process involving gypsum leaching, sulphate removal, alkaline leaching,

solid-liquid separation, uranium and vanadium recovery, precipitation and refining. The conceptual process route considers production

of a uranium oxide product and a vanadium product, subject to further test work and economic evaluation (Tenova, 2014).

The

overall historical recovery through beneficiation, alkaline leach, precipitation and refining was estimated at 78.7% uranium and 14.7%

vanadium for Guanaco, and 70.5% uranium and 20.4% vanadium for Lago Seco. These recoveries are based on historical test work and should

be confirmed by future metallurgical testing on fresh, representative samples (Tenova, 2014; Miller, 2024).

For

the current Mineral Resource RPEEE assessment, recovery assumptions of 84.9% for U₃O₈ and 59.5% for V₂O₅ are

applied in the NSR and U₃O₈-equivalent calculations described in Section 11.14 – Reasonable Prospects for Eventual

Economic Extraction and Cut-Off. The 84.9% U₃O₈ assumption is consistent with the historical beneficiation performance,

including the average uranium recovery of approximately 84.6% to the <75 µm fine fraction reported for the preferred

Guanaco beneficiation route in the 2014 PEA. The 59.5% V₂O₅ assumption corresponds to the average of the 61% vanadium

extraction reported for Guanaco and the 58% reported for Lago Seco in the historical alkaline-leach test work (Tenova, 2014). These

assumptions are distinct from the historical overall process recoveries reported above, which relate to the complete conceptual

processing route through beneficiation, leaching, precipitation and refining.

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10.2 Metallurgical Interpretation and Further Test Work

The

historical metallurgical test work supports the interpretation that Laguna Salada uranium mineralization can be beneficiated effectively

by wet scrubbing and screening, with uranium concentrated into a relatively small fine fraction. This is a favourable characteristic

because it reduces the mass requiring hydrometallurgical treatment (Tenova, 2014).

The

main metallurgical issues requiring further evaluation are:

● variability

in beneficiation response between Guanaco and Lago Seco;

● representativity

of historical metallurgical samples;

● gypsum

distribution and gypsum rejection;

● alkaline

reagent consumption after gypsum removal;

● vanadium

deportment and recovery;

● liquid-solid

separation characteristics;

● membrane

and ettringite sulphate removal performance;

● confirmation

of uranium and vanadium recovery, including verification of the recovery assumptions used

in the current RPEEE assessment; and

● metallurgical

response of any additional mineralized areas outside Guanaco and Lago Seco.

Future

metallurgical work should include fresh representative samples from the principal mineralized areas, including areas with low, average

and high gypsum contents. Test work should confirm wet scrubbing and screening performance, optimise the target fine fraction, assess

gypsum removal by saline water leaching, compare membrane and ettringite sulphate removal options, confirm alkaline leach conditions

and reagent consumption, and generate sufficient solution for uranium and vanadium recovery testing.

10.3 Conclusions

Historical

metallurgical test work indicates that the Laguna Salada mineralized gravels have favourable beneficiation characteristics (Inwood and

Goode, 2011; SGS, 2011, 2012, and 2013; Tenova, 2014). Uranium can be concentrated into a fine fraction by wet scrubbing and screening,

and the resulting fines are amenable to alkaline leaching. The principal technical challenge is gypsum management, because residual gypsum

can increase alkaline reagent consumption. Vanadium recovery is lower than uranium recovery and requires further evaluation due to its

mineralogical deportment.

The

historical beneficiation and leach test results provide support for the recovery assumptions applied in the current RPEEE assessment

in Section 11.14 – Reasonable Prospects for Eventual Economic Extraction and Cut-Off. These assumptions should be confirmed through

future metallurgical testing on fresh, representative material from the current Mineral Resource areas.

new metallurgical test work has been completed since 2013 (SGS, 2013), and no test work has been completed by Jaguar Uranium Corp. Additional

metallurgical testing and mineralogical studies will be required to verify the historical results and support future Mineral Resource

updates, economic studies and process design.

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11.0 Mineral Resource Estimates

11.1 Introduction

Jaguar Uranium Corp. engaged Atticus Geoscience

Consulting Ltd. and Caracle Creek Chile SpA to prepare a Mineral Resource Estimate (MRE) for the Laguna Salada Uranium-Vanadium Project,

located in Chubut Province, Argentina. The MRE incorporates the available pit, trench, drilling, geological, geochemical, density and

topographic information, and includes separate estimates for U₃O₈ and V₂O₅ within the Pampa de Arroqui (PA), Laguna

Salada (LS) and Buried Lake (BL) mineralized areas.

The MRE was prepared under the direction of Simon

Mortimer (Qualified Person and Author), with assistance from Mario Diaz (Geologist/Geostatistician), Sreeraj Moozhusseril (Geologist),

Sheyla Pinto (Geologist) and Ronaldo Cabezas Cortez (Data Management Scientist). Mr. Mortimer worked with Ms. Pinto on the geological

interpretation and construction of the lithological, structural and mineralized-domain models. Mr. Diaz completed the statistical analysis,

geostatistical studies, grade interpolation and density modelling. Mr. Moozhusseril assisted with the estimation process, including data

preparation, implementation of estimation parameters, block-model estimation and validation. Mr. Cabezas Cortez supported database management

and data integration throughout the estimation process.

For the purposes of this TRS, Mineral Resources

are classified and reported in accordance with the definitions in S-K 1300, which the QP considers to be consistent with the CIM (2014)

definitions applied in this estimate. Mineral Resources are reported exclusive of Mineral Reserves, as no Mineral Reserves have been estimated

for the Project. The point of reference for the Mineral Resource estimate is in situ; no mining dilution or mining recovery has been applied

to the reported tonnes and grades. The QP is of the opinion that, with consideration of the recommendations in Section 23.0 – Recommendations,

any issues relating to all relevant technical and economic factors likely to influence the prospect of economic extraction can be resolved

with further work.

The Mineral Resource Estimate presented in this

Report has also been prepared in accordance with National Instrument 43-101 and follows the CIM Definition Standards for Mineral Resources

and Mineral Reserves (CIM, 2014), together with the CIM Estimation of Mineral Resources and Mineral Reserves Best Practice Guidelines

(CIM, 2019). The Mineral Resources also conform to the relevant requirements of the JORC Code (2012).

The effective date of the Laguna Salada MRE is

5 October 2026.

11.2 Surface Control

The Project occupies a low-relief gravel plain,

generally between approximately 200 m and 400 m AMSL. Near-surface mineralization at Pampa de Arroqui and Laguna Salada is hosted by unconsolidated

Quaternary gravels, whereas Buried Lake mineralization occurs principally near the Quaternary–Salamanca Formation unconformity.

Topography is consequently an important upper constraint on the mineralization and block models.

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Figure 11-1. Plan view of the Laguna Salada

Project showing the surface control, sample locations and interpreted mineralization model extents for the Pampa de Arroqui Formation

(PA – copper), Laguna Salada Formation (LS – orange), Buried Lake Formation (BL – dark blue), and Salamanca Formation

(SAL – pink); see Figure 14-2 (Atticus, 2026).

11.3 Pit, Trench and Drill Hole Database

The database supporting the MRE is based principally

on historical pit and trench sampling completed across the Pampa de Arroqui (PA), Laguna Salada (LS) and Buried Lake (BL) mineralized

areas (see Figure 11-1). This reflects the shallow, unconsolidated nature of the uranium-vanadium mineralization and the limitations

of conventional drilling in recovering representative samples from loose gravel-hosted mineralization.

The historical resource database comprises 2,146

pits and trenches, of which 1,343 contain whole-sample analytical results only, 309 contain screened-sample results only and 494 contain

paired whole-sample and screened-sample results. These sample types are summarized in Table 11-1 and their treatment for Mineral Resource

estimation is described in Section 11.4 – Estimation Methodology.

For geological modelling, a subset of the

historical trench database was used. This subset comprised 2,051 trenches, of which 1,917 had geological logging records suitable

for lithological interpretation. The logged material descriptions were reviewed and grouped into the principal units used in the

lithology model, including the Laguna Salada Formation, Pampa de Arroqui Formation, Salamanca Formation, Buried Lake

unconformity-related unit and basement/tuff units. These counts refer to the geological modelling dataset and are therefore

different from the broader historical pit and trench database used to summarise sampling and assay information.

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Pits and trenches were the preferred sampling

methods for the unconsolidated gravel-hosted mineralization because they allow direct exposure of the mineralized horizon and collection

of larger-volume samples than conventional drilling. Initial sampling was undertaken on a nominal 400 m by 400 m grid, followed by infill

sampling at approximately 200 m spacing and, in areas of more significant mineralization, selected infill at approximately 50 m spacing.

The database also includes 57 reverse-circulation

drill holes totalling 1,561 metres. These holes were completed by Mega Uranium in 2008 and were designed to test both deeper stratigraphic

targets beneath the unconsolidated gravel cover and shallow caliche-style uranium-vanadium mineralization. The drilling was focused mainly

on Guanaco and Buried Lake, with fewer holes completed at Lago Seco.

Reverse-circulation drilling provided useful geological

and downhole radiometric information, including confirmation of mineralization continuity in the Guanaco, Lago Seco and Buried Lake areas.

However, due to poor sample recovery in unconsolidated sandy gravel, the RC drilling is not considered to provide sampling support equivalent

to the larger-volume pit and trench samples. As a result, pit and trench samples form the principal grade support for the near-surface

unconsolidated gravel-hosted mineralization.

The 28 reverse-circulation holes identified within

the Buried Lake area have been treated as part of the reported total of 57 reverse-circulation holes.

Table 11-1. Summary of the sampling information relevant to the

mineral resource estimation.

Data Type

Count

Metres / Interval

Principal Use and Comment

Pits and trenches

2,146

Generally, 0.7–1.0 m samples

Primary grade data for unconsolidated mineralized gravels

Whole-sample-only records

1,343

Within pit/trench total

Preferred direct unscreened grade information

Screened-sample-only records

309

Within pit/trench total

U₃O₈ screened-only values treated using paired-sample regressions in the estimation; V₂O₅ values selected directly from the final estimation dataset

Paired whole and screened records

494

Within pit/trench total

Supports U₃O₈ screened/unscreened regression review and beneficiation assessment

Reverse-circulation holes

1,561 m

Geological and subsurface support; recovery limitations documented

Lithological modelling trenches

2,051

Within historical trench dataset

Compiled trench subset used for lithological modelling

Lithological logging records

1,917

Within lithological modelling dataset

Logging records grouped into principal lithological model units

11.3.1 Location Control and Downhole Survey Information

Pit and trench sample locations were surveyed

and incorporated into the project database. The location of each vertical channel sample profile was measured by differential GPS. The

X and Y coordinates were recorded in the Gauss-Kruger (Transverse Mercator projection) coordinate system, and elevations were recorded

relative to mean sea level. Sample depths below surface were measured and recorded with the corresponding sample numbers.

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Topographic control was supported by GeoEye imagery,

with reported approximate accuracy of 0.5 m horizontally and 0.10 m vertically. The Project is located in an area of generally low relief,

and topography forms an important control on the upper limit of the shallow mineralization and associated block models.

The historical RC drilling database provides supplementary

subsurface control. Downhole radiometric logging was completed using a downhole spectrometer (Spectral Gamma-Ray probe) from Mount Sopris

Instruments. These data helped confirm the presence and continuity of mineralization, particularly in the Guanaco, Lago Seco and Buried

Lake areas. However, radiometric data were not used as a direct substitute for representative geochemical assays because disequilibrium

and poor sample recovery can affect the relationship between radiometric response and chemical grade.

11.3.2 Assay Data and Sample Summary

The primary assay data used to support the MRE

are derived from vertical channel samples collected from pits and trenches. Sample intervals were selected to honour geological and mineralization

contacts and vary according to the thickness of the mineralized gravel mantle intersected at each sample location. Sampling focused on

unconsolidated gravel-hosted uranium-vanadium mineralization at Pampa de Arroqui, Laguna Salada and Buried Lake, historically referred

to in parts of the project dataset as Guanaco, Lago Seco and Buried Lake, respectively.

Historical assay data include whole samples, screened

samples and paired whole/screened samples. Whole-sample results, where available, provide the preferred direct analytical support for

the in-situ estimation dataset. Screened and paired whole/screened results are discussed separately in Section 11.3.3 – Screened

and Unscreened Data Treatment in the Resource Database, because the U₃O₈ screened-only data required specific treatment during

database preparation for Mineral Resource estimation. V₂O₅ values were selected from the final estimation dataset and were

not subject to the NT/T screened-to-unscreened regression workflow.

During the historical programs, the sample collection

method evolved as understanding of the deposit improved. Early sampling focused on visually mineralized intervals and radiometric responses.

Later programs collected more complete channel profiles from surface to trench floor and included duplicate whole and screened samples

from the same sample intervals.

The database also includes RC drilling assay information.

However, RC chemical assay data are treated with caution because the loose, sandy gravel host resulted in poor recovery and potential

loss of fine-grained carnotite-bearing material. This limitation is important because the uranium-vanadium mineralization commonly occurs

in the sandy matrix, in gypsum-rich horizons and as coatings or rinds on clasts.

11.3.3 Screened and Unscreened Data Treatment in the Resource Database

Historical sampling at Laguna Salada includes

both unscreened and screened analytical results. The sampling and screening methodology is described in Section 8.0 - Sample Preparation,

Analysis and Security. For the MRE, the important consideration is how screened and unscreened analytical results were stored, interpreted

and selected for use in the estimation database.

Unscreened samples represent the full sample interval

and are considered the appropriate in-situ grade support for Mineral Resource estimation. Screened samples represent material after a

screening stage and are therefore useful for understanding beneficiation behaviour and the distribution of uranium-vanadium mineralization

in different size fractions, but they do not directly represent the full in-situ sample interval.

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The resource database was structured to

preserve the relationship between sample location, sample interval and sample treatment. Where more than one analytical result

exists for a sample interval, the database maintains the same sample position and interval reference, with separate fields or

records for the different sample treatments, including unscreened and screened results. This approach allows the original sample

information to be retained while also allowing the estimation dataset to be prepared on a consistent basis for Mineral Resource

estimation.

The screened and unscreened regression treatment

was applied to U₃O₈ only. For U₃O₈, the MRE is based on unscreened, in-situ equivalent grades (Table 11-2). Direct

unscreened U₃O₈ analytical results were used where available. Where screened U₃O₈ analytical results were available

but direct unscreened U₃O₈ values were not available, area-specific regression relationships were used to estimate an unscreened

equivalent U₃O₈ grade. These regression relationships are discussed in Section 11.7.1 – Screened and Unscreened Sample

Treatment.

For V₂O₅, the NT/T screened-to-unscreened

regression workflow was not applied. V₂O₅ estimation was completed using the available V₂O₅ analytical values

selected for the final estimation and composite dataset.

Table 11-2. Summary of screened and unscreened data treatment for

the estimation dataset.

Data Category

Variable

Count

Percentage of

Estimation

Dataset

Treatment

Direct unscreened analytical values available

U₃O₈

3290

82 %

Used directly for U₃O₈ Mineral Resource estimation.

Paired screened and unscreened analytical values available

U₃O₈

2369

59 %

Used directly where unscreened U₃O₈ values are available; also used to support area-specific U₃O₈ regression relationships.

Screened-only values requiring regression-derived unscreened equivalent grades

U₃O₈

733

18 %

Back-calculated to unscreened equivalent U₃O₈ grades using area-specific regression relationships.

The proportion of U₃O₈ samples requiring

regression-derived unscreened equivalent values is 733 samples, representing 18% of the U₃O₈ estimation dataset. Regression-derived

U₃O₈ values were retained in the database with an appropriate flag so that their influence could be reviewed during estimation

validation and Mineral Resource classification.

The use of regression-derived unscreened equivalent

U₃O₈ values is considered appropriate where supported by paired screened and unscreened U₃O₈ data and where review

of the resulting grade populations does not indicate material bias. However, these values are recognised as having lower confidence than

direct unscreened U₃O₈ analytical results. Their use is therefore considered during validation and classification rather than

being treated as equivalent to direct unscreened data in all respects.

11.3.4 QA/QC Procedures and Data Integrity

The historical sampling and assay database is

supported by QA/QC information that included reference materials, blanks, field duplicates, pulp duplicates and laboratory internal checks.

Historical sample preparation and analysis were completed by recognised commercial laboratories, including Alex Stewart Assayers Argentina

S.A., ALS Chemex and SGS.

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Duplicate sampling indicates that pulp duplicates

and duplicate channel samples generally showed good repeatability. Duplicate samples collected from opposite walls of pits and trenches

showed greater variation, consistent with the natural heterogeneity of the unconsolidated gravel-hosted mineralization. This is an important

consideration for Mineral Resource estimation because sample representativity is affected by both the gravel texture and the fine-grained

distribution of carnotite within the sandy matrix.

The historical QA/QC database includes limitations

that have been considered during resource estimation and classification. These include the use of different sample types, the relationship

between screened and whole-sample grades, variable performance of some in-house standards, the absence of certified vanadium values for

some standards, and analytical performance close to the uranium detection limit in parts of the later dataset.

The QPs reviewed the available historical exploration,

sampling and assay information and considered the procedures, policies and protocols for historical drilling, sampling and assaying to

be sufficient and appropriate for the purposes of this Report. The data are considered suitable for use in geological modelling and Mineral

Resource estimation.

11.3.5 Composite Data

Composite data were prepared to provide grade

values on a consistent support for exploratory data analysis, variography and grade estimation. The compositing workflow was designed

to reflect the shallow, laterally extensive and generally thin geometry of the Laguna Salada mineralization, and to support a two-dimensional

style of interpolation within the modelled mineralized domains.

Composites were generated as one composite per

sample location within each mineralized domain interval. This means that each pit, trench or drill hole sample location contributed a

representative composite for the intersected estimation domain, rather than being composited to a fixed downhole length. This approach

is consistent with the 100 m by 100 m by 1 m block model and the variable height sub-blocking used to represent the shallow mineralized

horizons.

The same compositing methodology was applied across

the Pampa de Arroqui, Laguna Salada and Buried Lake domains. Where the Buried Lake mineralized domain was intersected at depth and the

Pampa de Arroqui mineralized domain was present near surface at the same sample location, two composites were generated, one for each

domain. This prevented mixing of the near-surface Pampa de Arroqui mineralization with the deeper Buried Lake unconformity-related mineralization.

Unweighted statistical summaries were generated

for the full composite dataset and separately for the Pampa de Arroqui (PA), Laguna Salada (LS) and Buried Lake (BL) domains. The U₃O₈

composite dataset was prepared using direct unscreened values and, where required, regression-derived unscreened equivalent values. The

V₂O₅ composite dataset used the selected V₂O₅ analytical values from the final estimation dataset, without NT/T

screened-to-unscreened regression conversion. Uranium and vanadium grades are reported as U₃O₈ and V₂O₅, respectively,

in ppm.

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The full composite dataset contains 1,312 U₃O₈

values and 1,003 V₂O₅ values. U₃O₈ has a mean grade of 118.65 ppm and a median grade of 71.96 ppm. V₂O₅

has a mean grade of 632.41 ppm and a median grade of 552.52 ppm. Summary statistics for the full composite dataset are presented in Table

11-3.

Table 11-3. Summary statistics for the full composite dataset.

Variable

Count

Minimum

Lower

Quartile

Median

Mean

Upper

Quartile

Maximum

Standard

Deviation

Coefficient of

Variation

U₃O₈

1,312

3.75

45.33

71.96

118.65

136.16

3,459.60

168.45

1.42

V₂O₅

1,003

116.04

415.95

552.52

632.41

739.34

2,286.29

314.21

0.50

The U₃O₈ composite population comprises

691 values in PA, 437 values in LS and 184 values in BL. The V₂O₅ composite population comprises 528 values in PA, 335 values

in LS and 140 values in BL. Domain-specific summary statistics are presented in Table 11-4.

Table 11-4. Composite statistics by domain.

Variable

Domain

Count

Min.

Lower

Quartile

Median

Mean

Upper

Quartile

Max.

Standard

Deviation

Coefficient of

Variation

U₃O₈

691

3.75

41.85

59.37

91.24

105.35

1,146.36

98.99

1.08

U₃O₈

437

4.45

51.15

76.06

102.98

135.16

432.45

73.29

0.71

U₃O₈

184

5.14

75.37

151.57

258.76

290.62

3,459.60

361.07

1.40

V₂O₅

528

178.52

398.59

502.53

566.10

659.71

2,286.29

254.99

0.45

V₂O₅

335

116.04

437.37

562.34

639.73

765.85

1,893.33

281.84

0.44

V₂O₅

140

212.44

508.36

774.06

864.98

1,109.64

2,194.21

450.59

0.52

The U₃O₈ population is more variable

than the V₂O₅ population in the full dataset and within each domain. This is shown by the higher U₃O₈ coefficients

of variation, particularly in BL and PA. The full U₃O₈ dataset is positively skewed, with the mean above the median and maximum

values well above the upper quartile, indicating a high-grade upper tail.

The PA domain contains the largest composite population.

It has the lowest median U₃O₈ grade of the three domains at 59.37 ppm and a mean of 91.24 ppm. The higher mean relative to

the median, and a maximum of 1,146.36 ppm U₃O₈, indicate a positively skewed uranium distribution. PA V₂O₅ grades

are less variable, with a mean of 566.10 ppm, median of 502.53 ppm and coefficient of variation of 0.45.

The LS domain has higher median and mean U₃O₈

grades than PA, but lower uranium variability. LS has a median U₃O₈ grade of 76.06 ppm, a mean of 102.98 ppm and the lowest

U₃O₈ coefficient of variation at 0.71. This indicates a more consistent uranium distribution relative to PA and BL. LS V₂O₅

grades are also consistent, with a mean of 639.73 ppm, median of 562.34 ppm and coefficient of variation of 0.44.

The BL domain has the highest mean and median

grades for both U₃O₈ and V₂O₅. BL has a median U₃O₈ grade of 151.57 ppm and a mean of 258.76 ppm.

The maximum U₃O₈ value of 3,459.60 ppm and coefficient of variation of 1.40 indicate a pronounced upper-grade uranium tail.

BL also has the highest V₂O₅ grades, with a median of 774.06 ppm, mean of 864.98 ppm and coefficient of variation of 0.52.

Overall, the composite statistics indicate that

BL is the highest-grade domain for both uranium and vanadium, LS has the most consistent U₃O₈ distribution, and PA contains

the largest composite population but lower median grades. The greater variability and positive skewness of U₃O₈ support separate

consideration of uranium grade populations during capping and grade estimation. V₂O₅ grades are comparatively less variable

across the three domains and were not treated using the NT/T screened-to-unscreened regression workflow.

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11.4 Estimation Methodology

The estimation of the mineral resource is broken

down into the following stages:

● Validation

of the information utilized in the resource and database compilation.

● Interpretation

and 3D modelling of the lithology and mineralization.

● Development

of the estimation domains.

● Compositing

of grade within the domains.

● Exploratory

data analysis.

● Block

model definition.

● Interpolation

of grade within the defined domains.

● Review

and model the variability in the rock density.

● Evaluation

of confidence in the estimation.

● Model

validation.

● Definition

of reasonable prospects of eventual economic extraction.

● Consideration

of modifying factors to the Mineral Resource Statement.

The drilling and sampling data were validated

and compiled using GeobankTM data management software. The interpretation and 3D geological modeling were completed using Leapfrog

GeoTM software. Statistical studies were performed using MicromineTM tools. The block model, subsequent estimation,

and validation were carried out using Leapfrog EdgeTM software. The reasonable prospects of eventual economic extraction were

defined using Datamine NPV Scheduler.

11.5 Geological Interpretation and Modelling

Geological modelling was completed in Leapfrog

Geo to build a 3D model of the main rock and sediment units at Laguna Salada. The purpose of the model was to show the position of the

main geological units, support the interpretation of uranium-vanadium mineralization, and provide a geological framework for the block

model and grade estimation.

The geological model was developed using the available

trench logging, geochemical, topographic and geological mapping information. The modelling workflow was designed to define the stratigraphic

framework controlling mineralization across the Pampa de Arroqui, Laguna Salada and Buried Lake areas. The model also provided a consistent

basis for interpreting favourable mineralized horizons and for defining the estimation domains used in the Mineral Resource Estimate.

Because the mineralized horizons and principal

stratigraphic units are shallow, thin and generally sub-horizontal, selected Leapfrog Geo model views and geological sections were displayed

using a 10× vertical exaggeration (Z-scale = 10.0) to improve visualization of the stratigraphic relationships and mineralized horizons.

The vertical exaggeration is applied for display purposes only and does not alter the underlying model coordinates, geological geometry,

block model dimensions or grade-estimation parameters.

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The model includes the principal units relevant

to the MRE, including soil cover, Gran Laguna Salada Formation, Pampa de Arroqui Formation, Salamanca Formation, basement/tuff units and

the interpreted Buried Lake unconformity-related unit. These units help explain the position of the mineralized horizons and the relationship

between the shallow gravel-hosted mineralization at Pampa de Arroqui and Laguna Salada, and the deeper unconformity-related mineralization

at Buried Lake.

The Pampa de Arroqui and Laguna Salada areas are

interpreted as shallow, laterally extensive uranium-vanadium mineralized horizons associated with unconsolidated to weakly consolidated

gravel, conglomeratic and sandy sedimentary units. Buried Lake is interpreted as a separate mineralized area developed close to the contact

between the Pampa de Arroqui Formation and the underlying Salamanca Formation.

Mineralization solids were modelled separately

for the Laguna Salada, Pampa de Arroqui and Buried Lake areas. A 25 ppm U threshold was used to define the mineralized solids, with the

modelling guided by trench geochemistry and the interpreted lithological framework. Higher-grade uranium areas were reviewed during the

modelling process to understand the location and orientation of increased mineralization; however, these high-grade contacts were not

applied as separate estimation domains.

The final geological and mineralization modelling

framework supports the separation of the MRE into three principal area-based estimation domains: Pampa de Arroqui, Laguna Salada and Buried

Lake. This framework was used to support block model coding, compositing, variography, grade estimation, validation and Mineral Resource

classification.

11.5.1 Lithology Model

The lithology model was constructed in Leapfrog

Geo to represent the principal stratigraphic and sedimentary units that control the geological setting of the Laguna Salada Mineral Resource

areas. The model includes soil cover, Gran Laguna Salada Formation, Pampa de Arroqui Formation, Salamanca Formation, basement/tuff units,

gap volumes and the interpreted Buried Lake unconformity-related unit.

The lithology model was based on the available

trench logging, geological mapping and geochemical information. A total of 2,051 trenches were compiled, of which 1,917 trenches contained

geological logging records suitable for lithological interpretation. The logged trench materials were reviewed and grouped into the principal

units used in the geological model. This approach was used to simplify variable field descriptions into consistent model units across

the district. An isometric view of the resulting lithology model is shown in Figure 11-2.

The model was constrained by the district-scale

geological map and outcrop limits, and was built to respect the interpreted stratigraphic sequence of the Quaternary deposits and the

main unconformity contacts. Where geological logging was not available in some trenches, U₃O₈ mineralization was used as an

additional guide to support the interpretation of favourable unit continuity in the Laguna Salada, Pampa de Arroqui and Buried Lake areas.

The locations of the interpreted lithological sections through the model are shown in Figure 11-3.

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Figure 11-2. Isometric view of the Laguna

Salada lithology model looking towards azimuth 026° with plunge +03°, showing the modelled basement/tuff units, Gran Laguna Salada

Formation, Pampa de Arroqui Formation, Salamanca Formation and Buried Lake unconformity-related unit. The view is displayed with 10×

vertical exaggeration (Z-scale = 10.0) for visualization (Atticus, 2026).

The basement/tuff units form the older underlying

part of the model and are reported to crop out mainly in the western part of the modelled area. These units are not interpreted as the

principal host to the current Mineral Resource areas, but they provide the lower geological framework for the modelled stratigraphic sequence.

The Salamanca Formation occurs above or adjacent

to the basement/tuff units and is an important stratigraphic unit between the Pampa de Arroqui and Laguna Salada areas. In the model,

the Salamanca Formation forms a key lower boundary beneath parts of the younger gravel and conglomeratic units. It is particularly important

at Buried Lake, where mineralization is interpreted close to the contact between the Pampa de Arroqui Formation and the Salamanca Formation.

The Gran Laguna Salada Formation is modelled mainly

in the Lago Seco area. It is interpreted as an interlayered sequence of conglomerates and fine sandstones, with its modelled width decreasing

westward toward the volcanic tuff outcrop. This unit provides the main geological host framework for the Laguna Salada mineralized area.

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Figure 11-3. Plan view of the Laguna Salada

lithology model showing the locations of interpreted section lines A-A′ and B-B′ across the Lago Seco, Guanaco and Buried

Lake areas (Atticus, 2026).

The Pampa de Arroqui Formation is modelled mainly

in the Guanaco area. It is interpreted as a conglomeratic and fine sandstone unit with siltstone in the matrix, and is commonly limited

by Salamanca Formation siltstones identified in the trenches. This unit provides the main geological host framework for the Pampa de Arroqui

mineralized area.

The Buried Lake unit is interpreted as a thin

horizon developed close to the contact between the Pampa de Arroqui Formation and the Salamanca Formation. The unit is described in the

geological model as comprising claystone and fine sandstone material with high gypsum content. This supports the interpretation of Buried

Lake as a deeper, unconformity-related unit rather than the same near-surface gravel-hosted setting observed across the main Pampa de

Arroqui and Laguna Salada areas. The relationship between the Lago Seco and Guanaco areas, and the position of the Buried Lake unit near

the Pampa de Arroqui to Salamanca contact, is shown in section A-A′ in Figure 11-4.

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Figure 11-4. Interpreted lithological section

A-A′ through the Laguna Salada model, showing the relationship between the Lago Seco and Guanaco areas and the position of the Buried

Lake unit near the Pampa de Arroqui Formation to Salamanca Formation contact. The section is displayed with 10× vertical exaggeration

(Z-scale = 10.0) for visualization (Atticus, 2026).

The favourable U₃O₈ mineralized horizons

are interpreted to be generally flat-lying and laterally continuous, with typical thicknesses of approximately 2 m to 4 metres. These

favourable horizons are associated with conglomeratic units and unconformity contacts, particularly near the top of the conglomeratic

units and, at Buried Lake, near the Pampa de Arroqui Formation to Salamanca Formation contact. The interpreted unconformity relationships

across the Lago Seco and Guanaco areas are shown in section B-B′ in Figure 11-5.

Figure 11-5. Interpreted lithological section

B-B′ through the Laguna Salada model, showing the stratigraphic relationship between the Lago Seco and Guanaco areas and the interpreted

unconformity surfaces at or near the top of the conglomeratic units. The section is displayed with 10× vertical exaggeration (Z-scale

= 10.0) for visualization (Atticus, 2026).

Overall, the lithology model supports the interpretation

that the Laguna Salada uranium-vanadium mineralization is closely related to shallow conglomeratic, gravelly and sandy sedimentary units,

and locally to unconformity-related positions. The lithology model was therefore used as the geological framework for mineralization modelling,

estimation-domain development, block model coding and Mineral Resource estimation.

11.5.2 Mineralization Model

The mineralization model was constructed to represent

the distribution and geometry of uranium-vanadium mineralization within the three principal Mineral Resource areas: Pampa de Arroqui,

Laguna Salada and Buried Lake. The model was prepared in Leapfrog Geo and was used to support block model coding, compositing, variography,

grade estimation and Mineral Resource classification.

The uranium-vanadium mineralization at Laguna

Salada is interpreted to be mainly shallow and stratiform, hosted by unconsolidated to weakly consolidated gravel, conglomeratic and sandy

sedimentary units. Carnotite is the principal uranium-vanadium mineral identified and occurs mainly as fine-grained coatings, rinds and

disseminations within the gravel matrix and on clasts. Mineralization is associated with caliche, gypsum-bearing horizons and near-surface

evaporitic conditions in the Pampa de Arroqui and Laguna Salada areas. At Buried Lake, mineralization is interpreted close to the contact

between the Pampa de Arroqui Formation and the underlying Salamanca Formation.

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Uranium mineralization was modelled independently

for the Laguna Salada, Pampa de Arroqui and Buried Lake areas using trench geochemistry grouped by lithology. A 25 ppm U₃O₈

threshold was applied to define uranium mineralization, and mineralization solids were generated using modelling methodology specific

to the creation of extensive thin sedimentary horizons. Higher-grade uranium values were also reviewed to understand the location and

orientation of increased mineralization and to support exploration targeting. However, the high-grade contacts reviewed during the modelling

process were not applied as separate estimation domains where statistical analysis did not support separate grade populations. The overall

mineral-modelling approach is shown in Figure 11-6.

Figure 11-6. Overview of the Laguna Salada

mineralization modelling workflow, showing the distribution of U₃O₈

grade points across the Laguna Salada, Pampa de Arroqui and Buried Lake mineralized areas and the use of a 25 ppm U threshold to support

mineralization-solid modelling. The view is displayed with 10× vertical exaggeration (Z-scale = 10.0) for visualization (Atticus,

2026).

At Laguna Salada, uranium mineralization is interpreted

mainly within the central Lago Seco area and is closely associated with gypsum-bearing material and a fine-grained matrix. The modelled

mineralization solid is interpreted to pinch out toward the southwest. Higher-grade values greater than 150 ppm U₃O₈ have

been identified in the northern Lago Seco area and support an exploration target requiring further drill evaluation. The plan-view distribution

of U₃O₈ grades and interpreted uranium mobilisation direction at Laguna Salada are shown in Figure 11-7.

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Figure 11-7. Plan view of the Laguna Salada

mineralization model showing U₃O₈

grade distribution across the Lago Seco and adjacent Guanaco areas, with interpreted uranium mobilisation direction overlain on the modelled

lithological units. (Atticus, 2026).

At Pampa de Arroqui, uranium mineralization shows

a more restricted distribution with a clear southwest to northeast orientation, suggesting possible structural and/or lithological control

on mineralization. The modelled mineralization solid is interpreted to narrow and pinch out toward the south and east. The mineralized

horizon is interpreted to be mainly hosted near the top of the conglomeratic unit, where siltstone content increases and forms a favourable

lithological boundary for uranium deposition. The plan-view distribution of U₃O₈ grades and interpreted uranium mobilisation

direction at Pampa de Arroqui are shown in Figure 11-8.

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Figure 11-8. Plan view of the Pampa de Arroqui

mineralization model showing U₃O₈

grade distribution across the Guanaco area, with interpreted uranium mobilisation direction overlain on the modelled lithological units

(Atticus, 2026).

At Buried Lake, uranium mineralization is concentrated

near the base of the Pampa de Arroqui conglomerates and is associated with a 1 m to 2 m thick mudstone unconformity. This setting is different

from the shallow gravel-hosted mineralization at Pampa de Arroqui and Laguna Salada, and supports the treatment of Buried Lake as a separate

mineralized area. Exploratory data analysis indicates that the Buried Lake uranium population has an elevated mean grade, with values

locally exceeding 250 ppm U. The plan-view distribution of U₃O₈ grades relative to the interpreted Buried Lake unit is shown

in Figure 11-9.

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Figure 11-9. Plan view of the Buried Lake

mineralization model showing U₃O₈

grade distribution across the interpreted Buried Lake unit and adjacent Pampa de Arroqui area (Atticus, 2026).

The mineralization models are consistent with

the interpreted geological setting of the Project. Pampa de Arroqui and Laguna Salada represent shallow, laterally extensive uranium-vanadium

mineralized areas associated with gravelly, conglomeratic and sandy sedimentary units, whereas Buried Lake represents deeper mineralization

associated with the Pampa de Arroqui Formation to Salamanca Formation contact.

The final mineralization modelling framework supports

the use of three principal area-based estimation domains: Pampa de Arroqui, Laguna Salada and Buried Lake. V₂O₅ was estimated

as a separate variable because vanadium does not show identical grade distribution or spatial continuity to uranium.

11.6 Exploratory Data Analysis and Estimation Domains

Exploratory data analysis was completed for U₃O₈

and V₂O₅ within the Pampa de Arroqui, Laguna Salada and Buried Lake mineralized areas. The purpose of the analysis was to

review grade distributions, compare grade variability between areas, assess the behaviour of uranium and vanadium, and support the definition

of estimation domains for grade interpolation.

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Exploratory data analysis was completed on the

individual mineralized domain wireframes and also considered whether a single combined estimation domain could be used across the three

areas. The review indicated that Buried Lake contains a distinct grade population compared with Laguna Salada and Pampa de Arroqui. As

a result, the final estimation-domain framework retained three separate area-based estimation domains: Pampa de Arroqui, Laguna Salada

and Buried Lake.

The summary statistics reviewed for the estimation

domains are presented in Table 11-5. Uranium and vanadium grades are reported as U₃O₈ and V₂O₅, respectively,

in ppm. These statistics were used to assess grade variability, upper-tail behaviour and the suitability of the final area-based estimation

domains.

Table 11-5. Summary statistics for U₃O₈ and V₂O₅

composites by mineralized area.

Area

Variable

Mean

(ppm)

Standard

Deviation (ppm)

Minimum

(ppm)

Maximum

(ppm)

Coefficient of

Variation

Laguna Salada

U₃O₈

402

72.71

53.43

3.77

363.19

0.73

Laguna Salada

V₂O₅

402

633.62

290.33

116.04

1,893.33

0.46

Pampa de Arroqui

U₃O₈

652

70.04

216.76

3.18

5,344.13

3.09

Pampa de Arroqui

V₂O₅

652

568.76

294.71

178.52

3,804.40

0.52

Buried Lake

U₃O₈

200

267.25

448.81

10.26

3,692.08

1.68

Buried Lake

V₂O₅

200

866.24

503.12

212.44

3,167.11

0.58

The U₃O₈ statistics show clear differences

between the three mineralized areas. Laguna Salada has the lowest U₃O₈ variability, with a coefficient of variation of 0.73

and a maximum value of 363.19 ppm U₃O₈. This indicates a more consistent uranium population relative to Pampa de Arroqui and

Buried Lake.

Pampa de Arroqui has a mean U₃O₈ grade

of 70.04 ppm and a coefficient of variation of 3.09. The high coefficient of variation and maximum value of 5,344.13 ppm U₃O₈

indicate a strongly skewed uranium distribution with a pronounced high-grade upper tail. This upper-tail behaviour was reviewed during

exploratory data analysis and is addressed through capping and estimation controls rather than through a separate high-grade estimation

domain.

Buried Lake has the highest mean U₃O₈

grade of the three areas at 267.25 ppm. It also has a high coefficient of variation of 1.68 and a maximum value of 3,692.08 ppm U₃O₈.

These statistics indicate that Buried Lake contains a higher-grade uranium population and significant grade variability. The distinct

grade character of Buried Lake supports retaining it as a separate area-based estimation domain.

The U₃O₈ histograms support the interpretation

that uranium grade behaviour is not uniform across the Project. Pampa de Arroqui and Buried Lake show stronger upper-tail behaviour, while

Laguna Salada shows a more compact uranium grade distribution. Higher-grade uranium regions were reviewed during the modelling and exploratory

data analysis process to understand the location and orientation of increased mineralization. However, the high-grade contacts did not

define separate populations suitable for use as estimation domains. The U₃O₈ composite histograms are shown in Figure 11-10.

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Figure 11-10. U₃O₈

composite histograms for the Laguna Salada, Pampa de Arroqui and Buried Lake mineralized areas. The histograms show uranium grade distributions

used to review population behaviour, grade variability and upper-tail characteristics within the area-based estimation domains (Atticus,

2026).

The V₂O₅ statistics show lower variability

than U₃O₈ in all three areas. The V₂O₅ coefficients of variation range from 0.46 in Laguna Salada to 0.58 in Buried

Lake. This indicates that vanadium grades are more consistent than uranium grades and do not show the same degree of high-grade upper-tail

behaviour.

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Buried Lake has the highest mean

V₂O₅ grade at 866.24 ppm, followed by Laguna Salada at 633.62 ppm and Pampa de Arroqui at 568.76 ppm. This is consistent

with the higher uranium grades observed at Buried Lake and supports the interpretation that Buried Lake represents a distinct

mineralized area within the overall Laguna Salada Project. The V₂O₅ composite histograms are shown in Figure 11-11.

Figure 11-11. V₂O₅

composite histograms for the Laguna Salada, Pampa de Arroqui and Buried Lake mineralized areas. The histograms show vanadium grade distributions

used to review grade variability and support separate estimation of V₂O₅

within the area-based estimation domains (Atticus, 2026).

The correlation between U₃O₈ and

V₂O₅ was also reviewed as part of the exploratory data analysis. The available correlation matrix for the composite

variables shows a moderate positive correlation between NT-U₃O₈ and NT-V₂O₅, with a correlation coefficient

of approximately 0.47. This indicates that uranium and vanadium are related, but not perfectly correlated. As a result,

U₃O₈ and V₂O₅ were treated as separate estimated variables rather than being estimated through a single

combined grade model. The correlation matrix is presented in Table 11-6.

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Table 11-6. Correlation matrix for NT-V₂O₅ and NT-U₃O₈

composite variables.

Correlation Matrix

NT-V2O5

NT-U3O8

NT-V2O5

NT-U3O8

0.467372

The correlation coefficient between NT-U₃O₈

and NT-V₂O₅ is approximately 0.47, indicating a moderate positive relationship between uranium and vanadium grades. This means

that the two variables are related and commonly occur together, but the relationship is not strong enough to treat them as a single grade

population. This supports estimating U₃O₈ and V₂O₅ separately within the same three area-based domains: Pampa

de Arroqui, Laguna Salada and Buried Lake.

The exploratory data analysis supports the use

of three area-based estimation domains: Pampa de Arroqui, Laguna Salada and Buried Lake. U₃O₈ and V₂O₅ were estimated

as separate variables within each domain. The estimation-domain approach is summarized in Table 11-7.

Table 11-7. Estimation-domain approach supported by exploratory

data analysis.

Mineralized Area

Final Estimation-Domain Approach

EDA Interpretation

Pampa de Arroqui

Separate U₃O₈ and V₂O₅ estimates within the Pampa de Arroqui domain

U₃O₈ shows upper-tail behaviour and local grade variability, which were managed through capping and estimation controls rather than high-grade/low-grade domaining.

Laguna Salada

Separate U₃O₈ and V₂O₅ estimates within the Laguna Salada domain

U₃O₈ has lower variability than Pampa de Arroqui and Buried Lake. High-grade regions were reviewed but not applied as separate estimation domains.

Buried Lake

Separate U₃O₈ and V₂O₅ estimates within the Buried Lake domain

Buried Lake shows a distinct grade population and geological setting compared with Pampa de Arroqui and Laguna Salada, and was retained as a separate estimation domain.

Overall, the exploratory data analysis indicates

that uranium grade behaviour is more variable and more strongly affected by high-grade upper-tail values than vanadium. The final estimation-domain

framework therefore uses three area-based domains: Pampa de Arroqui, Laguna Salada and Buried Lake. U₃O₈ and V₂O₅

were estimated separately within these domains, with uranium upper-tail behaviour managed through capping, declustering, estimation controls

and validation.

11.7 Contact Analysis, Compositing and Capping

11.7.1 Screened and Unscreened Sample Treatment

The database includes both screened and unscreened

U₃O₈ analytical results. Screened samples represent material after a screening stage, while unscreened samples represent the

full sample interval and provide the preferred in-situ support for Mineral Resource estimation. The screened and unscreened regression

treatment was applied to U₃O₈ only. The NT/T screened-to-unscreened regression workflow was not applied to V₂O₅.

Paired screened and unscreened U₃O₈

results were reviewed by mineralized area to assess the relationship between the two sample types and to support the treatment of screened-only

U₃O₈ data in the estimation database. In the regression plots, the x-axis is labelled U₃O₈_T and represents the

screened U₃O₈ value, while the y-axis is labelled U₃O₈_NT and represents the not-screened, or unscreened, U₃O₈

value.

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Positive relationships are present in all three

mineralized areas, although the strength of the relationship varies. Laguna Salada shows the strongest regression relationship, with an

R² value of 0.677 and a correlation coefficient of 0.823. Pampa de Arroqui and Buried Lake show weaker regression relationships,

with R² values of 0.207 and 0.869, respectively. The regression results are summarized in Table 11-8.

Table 11-8. Paired screened and unscreened U₃O₈ regression

statistics by mineralized area.

Area

Paired Samples

Regression Equation, y = unscreened U₃O₈

R²

Correlation Coefficient

Pampa de Arroqui

766

y = 17.54 + 0.41x

0.207

0.455

Laguna Salada

590

y = 12.05 + 0.61x

0.677

0.823

Buried Lake

y = 16.34 + 0.40x

0.869

0.932

The paired screened and unscreened U₃O₈

relationship for Pampa de Arroqui is shown in Figure 11-12. The scattergram shows a positive relationship between screened and unscreened

U₃O₈ values, but with considerable scatter around the regression line.

Figure 11-12. Scattergram of screened U₃O₈

versus unscreened U₃O₈

for the Pampa de Arroqui mineralized area. The x-axis represents U₃O₈_T

and the y-axis represents U₃O₈_NT

(Atticus, 2026).

The paired screened and unscreened U₃O₈

relationship for Laguna Salada is shown in Figure 11-13. Laguna Salada shows the strongest relationship between screened and unscreened

values, with the highest R² and correlation coefficient of the three mineralized areas.

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Figure 11-13. Scattergram of screened U₃O₈

versus unscreened U₃O₈ for the Laguna Salada mineralized area. The

x-axis represents U₃O₈_T and the y-axis represents U₃O₈_NT

(Atticus, 2026).

The paired screened and unscreened U₃O₈

relationship for Buried Lake is shown in Figure 11-14. Buried Lake shows a weaker regression relationship and a high relative precision/error

value, indicating that regression-derived unscreened equivalent U₃O₈ values in this area should be interpreted with caution.

The regression review indicates that screened

and unscreened U₃O₈ grades are positively related, but that the relationship is not equally strong across the three mineralized

areas. Laguna Salada shows the most reliable relationship between screened and unscreened U₃O₈ grades. Pampa de Arroqui has

the largest paired-sample population, but the lower R² value indicates greater scatter and a weaker predictive relationship. Buried

Lake also shows a weak regression relationship and a high relative precision/error value, indicating that regression-derived unscreened

equivalent values in this area will decrease the confidence in the results.

Direct unscreened U₃O₈ analytical

results remain the preferred sample support for Mineral Resource estimation. Where screened-only U₃O₈ data were present and

no direct unscreened U₃O₈ value was available, area-specific regression relationships were used to estimate an unscreened

equivalent U₃O₈ grade. Regression-derived U₃O₈ values were flagged in the estimation database so that their influence

could be reviewed during block model validation and Mineral Resource classification.

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Figure 11-14. Scattergram of screened U₃O₈

versus unscreened U₃O₈ for the Buried Lake mineralized area. The

x-axis represents U₃O₈_T and the y-axis represents U₃O₈_NT (Atticus, 2026).

In the QP’s opinion, the use of area-specific

regression relationships to derive unscreened equivalent U₃O₈ values is valid for the purposes of the MRE where direct unscreened

analytical results are not available. The regression-derived values are supported by paired screened and unscreened data, and review of

the resulting grade populations and spatial distribution did not identify an obvious inherent bias that would preclude their use. However,

regression-derived U₃O₈ values are not considered to have the same confidence as direct unscreened analytical results. Their

use is therefore treated as a data-confidence consideration during block model validation and Mineral Resource classification. Blocks

estimated using U₃O₈ values calculated from regression-derived screened assay values are restricted to the Inferred category.

11.7.2 Contact Analysis

The three estimations domains, Pampa de Arroqui,

Laguna Salada and Buried Lake are separated spatially, but at one location in the deposit the Pampa de Arroqui domain is in contact with

Buried Lake. A contact analysis was completed to assess grade behaviour across the boundary between the Buried Lake and Pampa de Arroqui

mineralized areas. The available contact plots compare average U₃O₈ grade and sample count by distance from the interpreted

contact. Negative distances are on the Buried Lake side of the contact and positive distances are on the Pampa de Arroqui side.

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The contact analysis was reviewed using both

screened and unscreened U₃O₈ data. In both plots, the average grade changes across the Buried Lake to Pampa de Arroqui

contact, indicating that the two areas represent different grade populations. The unscreened data show higher average

U₃O₈ grades on the Buried Lake side close to the contact, with lower and more variable average grades on the Pampa de

Arroqui side. The screened-data plot shows the same broad pattern, although the profile is more irregular because of variable sample

support in some distance bins.

The screened U₃O₈ contact plot is

shown in Figure 11-15. The plot indicates a change in average grade across the interpreted Buried Lake to Pampa de Arroqui contact, with

the bars showing sample count and the line showing average grade by distance bin.

Figure 11-15. Contact plot for screened U₃O₈

samples across the Buried Lake to Pampa de Arroqui domain boundary. Negative distances are on the Buried Lake side of the contact

and positive distances are on the Pampa de Arroqui side; bars show sample count, and the line shows average grade by distance bin (Atticus,

2026).

The unscreened U₃O₈ contact plot is

shown in Figure 11-16. The plot supports the same broad interpretation as the screened-data plot and indicates a grade contrast between

the Buried Lake and Pampa de Arroqui sides of the interpreted contact.

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Figure 11-16. Contact plot for unscreened

U₃O₈ samples across the Buried Lake to Pampa de Arroqui domain boundary.

Negative distances are on the Buried Lake side of the contact and positive distances are on the Pampa de Arroqui side; bars show sample

count, and the line shows average grade by distance bin (Atticus, 2026).

The contrast in average U₃O₈ grade

across the contact supports separate treatment of the Buried Lake and Pampa de Arroqui estimation domains. The use of separate domains

limits grade sharing across the contact and reduces the risk of smoothing higher Buried Lake uranium grades into the Pampa de Arroqui

area.

Based on the available contact plots, a hard-boundary

approach is considered appropriate for the Buried Lake to Pampa de Arroqui contact. The same principle is applied where geological interpretation

and grade behaviour support separate treatment of distinct mineralized areas. This approach is consistent with the domain framework described

in Section 11.5 – Geological Interpretation and Modelling, where Pampa de Arroqui, Laguna Salada and Buried Lake are retained as

separate area-based estimation domains, and U₃O₈ and V₂O₅ are estimated separately within those domains.

11.7.3 Compositing and Grade Capping

Compositing was completed to standardise the sample

support before exploratory data analysis, variography and grade estimation. The compositing workflow was designed to reflect the shallow,

laterally extensive and generally thin geometry of the Laguna Salada mineralization, and to support a two-dimensional style of interpolation

within the modelled mineralized domains.

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Composites were generated as one composite per

sample location within each mineralized domain interval. This means that each pit, trench or drill hole sample location contributed a

representative composite for the intersected estimation domain, rather than being composited to a fixed downhole length. The same compositing

methodology was applied across the Pampa de Arroqui, Laguna Salada and Buried Lake domains.

Where the Buried Lake mineralized domain was intersected

at depth and the Pampa de Arroqui mineralized domain was present near surface at the same sample location, two composites were generated,

one for each domain. This approach prevented mixing of the near-surface Pampa de Arroqui mineralization with the deeper Buried Lake unconformity-related

mineralization. An example of the composite support used for the two-dimensional estimation workflow is shown in Figure 11-17.

Figure 11-17. View of U₃O₈ composites

in the Pampa de Arroqui estimation domain, showing composite support generated on a one-composite-per-sample-location basis for

the two-dimensional estimation workflow. The view is displayed with 10× vertical exaggeration (Z-scale = 10.0) for visualization

(Atticus, 2026).

Grade capping was reviewed to reduce the risk

of local metal overestimation caused by anomalous, non-representative high-grade outliers during block interpolation. The capping review

considered log probability plots, cumulative metal distribution curves and histograms.

The capping review indicated that U₃O₈

contains a more pronounced high-grade upper tail than V₂O₅. Top cuts were therefore applied to U₃O₈ by estimation

domain. The applied U₃O₈ caps were selected at distinct high-grade distribution breaks and affected fewer than 1.5% of the

total sample population across all domains. The capped values were reviewed spatially and were interpreted to be isolated rather than

forming continuous high-grade clusters.

V₂O₅ was not capped. The vanadium

grade population has a comparatively low coefficient of variation across the estimation domains and does not show the same degree of extreme

upper-tail behaviour observed in U₃O₈. The final grade-capping approach is summarized in Table 11-9.

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Table 11-9. Final grade-capping approach by estimation domain.

Variable

Domain

Cap Applied

Percentile / Basis

Comment

U₃O₈

Buried Lake

1110 ppm

98.50 percentile

Applied to control isolated high-grade

outliers in the Buried Lake uranium

population.

U₃O₈

Laguna Salada

290 ppm

99.13 percentile

Applied at the interpreted high-grade

distribution break in the Laguna Salada

uranium population.

U₃O₈

Pampa de Arroqui

560 ppm

99.47 percentile

Applied at the interpreted high-grade

distribution break in the Pampa de Arroqui

uranium population.

V₂O₅

All domains

No cap applied

Not applicable

No cap was applied because V₂O₅ shows

lower variability and no significant extreme

upper-tail issue.

The domain-specific U₃O₈ probability

plots used to support the selected upper bounds are shown in Figures 11-18 to 11-20. These plots show the upper-tail behaviour of the

U₃O₈ populations and the selected capping limits for each estimation domain.

The domain-specific U₃O₈ caps were

applied before grade estimation to reduce the influence of isolated high-grade uranium values while retaining the broader grade character

of each mineralized population. This approach is consistent with the exploratory data analysis described in Section 11.6 – Exploratory

Data Analysis and Estimation Domains, where U₃O₈ was identified as more variable and more strongly affected by upper-tail

values than V₂O₅.

Figure 11-18. Buried Lake U₃O₈

probability plot showing the upper-tail distribution and selected upper bound applied to the Buried Lake estimation domain (Atticus,

2026).

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Figure 11-19. Laguna Salada U₃O₈

probability plot showing the upper-tail distribution and selected upper bound applied to the Laguna Salada estimation domain (Atticus,

2026).

Figure 11-20. Pampa de Arroqui U₃O₈

probability plot showing the upper-tail distribution and selected upper bound applied to the Pampa de Arroqui estimation domain

(Atticus, 2026).

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Overall, the compositing and capping workflow

provided a consistent input dataset for variography and grade estimation. Composites were generated on a one-composite-per-sample-location

basis within each estimation domain, U₃O₈ was capped using domain-specific upper bounds, and V₂O₅ was left uncapped

because its grade distribution is comparatively more stable.

11.8 Specific Gravity

The dataset includes 268 density measurements

assigned to the Gran Laguna Salada Formation, Pampa de Arroqui Formation, Salamanca Formation and the UDG Buried Lake unconformity-related

unit. The density dataset was reviewed to support the assignment of representative density values to the block model.

Specific gravity and bulk-density determinations

were reviewed using the 22 L and 65 L density measurements. The average density results show moderate variation between the main lithological

units. The overall dataset has a mean density of 1.712 t/m³, with values ranging from 1.240 t/m³ to 2.095 t/m³. Pampa de

Arroqui Formation has the largest number of density measurements, with 163 records and a mean average density of 1.764 t/m³. Gran

Laguna Salada Formation has 80 records and a lower mean average density of 1.612 t/m³. The UDG Buried Lake unit has a mean average

density of 1.793 t/m³ based on 16 records, while Salamanca Formation has the lowest mean average density of 1.498 t/m³ based

on nine records. The distribution of average bulk-density measurements by assigned lithological unit is shown in Figure 11-21.

Figure 11-21. Box and whisker plot of average

bulk-density measurements by assigned lithological unit (Atticus, 2026).

The average density distribution indicates that

Pampa de Arroqui Formation and the UDG Buried Lake unit are generally denser than Gran Laguna Salada Formation and Salamanca Formation

material (Table 11-10). Pampa de Arroqui Formation has a relatively tight interquartile range and a median average density of 1.780 t/m³.

Gran Laguna Salada Formation has a wider spread, with a median average density of 1.609 t/m³. Salamanca Formation has the lowest

median average density at 1.532 t/m³, although this population is based on only nine measurements. The UDG Buried Lake unit has a

median average density of 1.797 t/m³ and the lowest coefficient of variation among the reported lithological groups, but the sample

population is small.

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Table 11-10. Summary of average bulk-density measurements by assigned

lithological unit.

Assigned Lithological Unit

Number of

Measurements

Mean

Density

(t/m³)

Minimum

Density

(t/m³)

Maximum

Density

(t/m³)

Median

Density

(t/m³)

Coefficient

of Variation

Laguna Salada Formation

1.612

1.240

1.888

1.609

0.098

Pampa de Arroqui Formation

163

1.764

1.306

2.095

1.780

0.082

Salamanca Formation

1.498

1.270

1.757

1.532

0.121

UDG Buried Lake

1.793

1.561

2.006

1.797

0.054

All measurements

268

1.712

1.240

2.095

1.755

0.098

The 22 L and 65 L density determinations were

also compared by lithological unit. The two determinations show broadly consistent density patterns, with the same general relationship

between the main units. Pampa de Arroqui Formation and the UDG Buried Lake unit generally have higher density values than Laguna Salada

Formation and Salamanca Formation. In each lithological unit, the 22 L mean density is slightly higher than the corresponding 65 L mean

density. The comparison of 22 L and 65 L density measurements is shown in Figure 11-22 and Table 11-11.

Figure 11-22. Box and whisker comparison

of 22 L and 65 L bulk-density measurements by assigned lithological unit (Atticus, 2026).

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Table 11-11. Summary of 22 L and 65 L bulk-density measurements

by assigned lithological unit.

Assigned

Lithological

Unit

Density

Determination

Number of

Measurements

Mean

Density

(t/m³)

Minimum

Density

(t/m³)

Maximum

Density

(t/m³)

Median

Density

(t/m³)

Coefficient

of Variation

Gran Laguna Salada Formation

22 L

1.634

1.250

1.943

1.623

0.107

Gran Laguna Salada Formation

65 L

1.590

1.231

1.874

1.610

0.095

Pampa de Arroqui Formation

22 L

163

1.796

1.382

2.259

1.820

0.091

Pampa de Arroqui Formation

65 L

163

1.733

1.231

1.969

1.754

0.081

Salamanca Formation

22 L

1.509

1.294

1.776

1.561

0.123

Salamanca Formation

65 L

1.488

1.246

1.738

1.503

0.120

UDG Buried Lake

22 L

1.812

1.382

2.083

1.822

0.083

UDG Buried Lake

65 L

1.774

1.626

1.928

1.785

0.042

The comparison of the 22 L and 65 L measurements

supports the use of the average density field for block-model tonnage estimation, provided that the final density assignment is applied

consistently by lithological unit or density domain. Pampa de Arroqui Formation provides the strongest statistical support because it

has the largest number of density measurements. Gran Laguna Salada Formation is also reasonably supported. Salamanca Formation and the

UDG Buried Lake unit have smaller sample populations, and this was considered when assigning density to blocks within those units.

Overall, the available density data support the

use of lithology-based density assignment for the Mineral Resource Estimate. The Pampa de Arroqui Formation and UDG Buried Lake unit are

generally denser than the Gran Laguna Salada Formation and Salamanca Formation, while the Salamanca Formation has the lowest average density

in the dataset.

11.9 Block Modelling

The block model was defined to cover the modelled

mineralized areas and the relevant geological model extents used for the U₃O₈ and V₂O₅ estimation domains. The

block model was constructed as an unrotated grid. The position of the block model within the Laguna Salada Project is shown in Figure

11-23. The block model covers a surface area of about 9,042 ha which represents about 4.3% of the total Property area.

The parent block size is 100 m by 100 m by 1 metres.

The horizontal parent block dimensions reflect the broad, laterally extensive nature of the Laguna Salada mineralization and were selected

with consideration of the general sample spacing across the Project. The 100 m by 100 m horizontal block size represents approximately

half of the average sample spacing in the better-informed parts of the model and is considered suitable for the scale of the Mineral Resource

Estimate. The 1 m vertical parent block height provides suitable resolution for the shallow and relatively thin mineralized horizons.

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Figure 11-23. Location of the Laguna Salada resource

block model within the Project concessions (Atticus, 2026).

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Sub-blocking was applied to improve the representation

of geological surfaces, mineralization domains and topographic constraints within the model. The block model uses a sub-blocking factor

of 4 in the X direction and 4 in the Y direction, giving a minimum horizontal sub-block size of 25 m by 25 metres. Variable sub-blocking

was applied in the Z direction, with a minimum vertical block size of 0.25 metres. This vertical sub-blocking approach supports the representation

of the shallow, thin and locally variable mineralized horizons and is consistent with the two-dimensional style of interpolation used

for grade estimation.

The block model origin is 3,393,200 mE, 5,080,900

mN and 400 m Reduced Level (“RL”). The model contains 6,652,620 blocks. The block model definition parameters are summarized

in Table 11-12.

Table 11-12. Parameters for the Laguna Salada unrotated block model.

Block Model - No Rotation

Origin Min Centre

Block Size

Factor Sub-Block

Min Block Size

X Coordinate

3,393,200

100 m

25 m

Y Coordinate

5,080,900

100 m

25 m

Z Coordinate

400

1 m

Variable

0.25 m

N° of blocks

6,652,620 blocks

The block model was coded using the geological

and mineralization models described in Section 11.5 – Geological Interpretation and Modelling. The coded block model provides the

framework for assigning estimation domains, density values, grade estimates and classification criteria. The block dimensions and sub-blocking

strategy are considered appropriate for representing the broad, shallow and laterally continuous style of uranium-vanadium mineralization

at Laguna Salada.

The block model geometry and block size were also

reviewed in the context of the estimation strategy and QKNA work. This review supports the use of the selected block size for the current

MRE, while recognising that the thin vertical geometry of the mineralized horizons requires careful treatment through vertical sub-blocking

and domain coding.

11.10 Variography

Variography was completed for U₃O₈

and V₂O₅ to assess grade continuity within the principal mineralized areas and to support the search strategy used for grade

estimation. Variograms were reviewed for the Buried Lake, Laguna Salada and Pampa de Arroqui estimation domains using the calculated U₃O₈

and V₂O₅ grade values.

The variography was completed using processed

input data prepared for estimation. U₃O₈ variography used capped and declustered data, while V₂O₅ variography

used the corresponding declustered dataset without grade capping, as no V₂O₅ cap was applied. This approach is consistent

with the capping and declustering workflow described in Section 11.7 – Contact Analysis, Compositing and Capping.

The Laguna Salada mineralization is shallow,

thin and laterally extensive. The mineralized horizons are typically only a few metres thick, and the available sample support does

not allow reliable modelling of vertical continuity. Variography was therefore completed in a two-dimensional planar framework. The

variogram plane was set horizontally, with dip 0° and

azimuth 0°, and the minor axis was fixed at a nominal 1 metre. This treatment reflects the broad lateral continuity and limited vertical

thickness of the mineralized horizons.

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Omnidirectional variography was applied because

the approximate 200 m average sample spacing does not reliably support the resolution of short-range directional structures. A 90°

in-plane angular tolerance was used, with no bandwidth constraint, so the major and semi-major axes were treated as equivalent. This approach

reduces the risk of over-interpreting directional anisotropy from sparse or irregularly spaced data.

A lag distance of 200 m was applied to reflect

the approximate sample spacing, with a lag tolerance of 50%. A total of 22 lags was used to capture long-range continuity over the regional

scale of the mineralized system, extending to approximately 4,000 metres. The variogram modelling parameters are summarized in Table 11-13.

Table 11-13. Summary of variography input settings and experimental

parameters.

Parameter

U₃O₈ approach

V₂O₅ approach

Estimation domains

Buried Lake, Laguna Salada and Pampa de Arroqui

Input data

Calculated U₃O₈ values after capping and declustering

Calculated V₂O₅ values after declustering; no capping applied

Variography framework

Two-dimensional planar

Plane orientation

Dip 0°, azimuth 0°

Minor axis

Fixed at nominal 1 m

Directional treatment

Omnidirectional, in-plane

Angular tolerance

90°

Bandwidth

No bandwidth constraint

Lag distance

200 m

Lag tolerance

50%

Number of lags

Empirical nugget

Approximately 40% of total variance

Approximately 30% of total variance

Model structure

Up to two nested spherical structures; correlogram review used where experimental variograms were noisy

Fitting priority

Emphasis on robust pair counts and long-range structure at the total variance sill

The empirical variograms show variable quality

between domains and elements. This is expected because the deposit geometry and sample spacing impose limits on the resolution of short-range

continuity. The shallow vertical profile means that the variograms are mainly describing lateral grade continuity rather than true three-dimensional

continuity. The use of omnidirectional variograms is therefore considered appropriate for the current stage of modelling.

For U₃O₈, the Buried Lake population

is more variable and the variogram response is less stable than for Laguna Salada and Pampa de Arroqui. A correlogram was reviewed for

Buried Lake U₃O₈ to support interpretation of spatial continuity where the experimental variogram was noisy. Laguna Salada

and Pampa de Arroqui show more coherent long-range lateral continuity, although the short-range behaviour remains limited by the sample

spacing.

For V₂O₅, the variograms are generally

more stable than the U₃O₈ variograms, consistent with the lower coefficient of variation observed in the V₂O₅

composite populations. Separate V₂O₅ variograms were nevertheless reviewed for each domain because vanadium was estimated

as a separate variable and does not have identical grade continuity to uranium.

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The domain-specific variography review is summarized

in Table 11-14.

Table 11-14. Summary of variogram model interpretation by estimation

domain.

Domain

U₃O₈ Variography Interpretation

V₂O₅ Variography Interpretation

Estimation Implication

Buried Lake

U₃O₈ shows higher variability and a

less stable experimental structure; a

correlogram was reviewed to support

continuity interpretation.

V₂O₅ shows comparatively more stable

continuity but remains limited by the

available sample spacing.

Variography supports separate

treatment of Buried Lake and a more

cautious classification approach.

Laguna Salada

U₃O₈ shows laterally continuous

behaviour in the two-dimensional

plane, with continuity interpreted over

longer ranges.

V₂O₅ shows stable lateral continuity

and lower variability than U₃O₈.

Variography supports the Laguna

Salada domain as a separate estimation

domain with domain-specific search

parameters.

Pampa de Arroqui

U₃O₈ shows coherent lateral continuity

within the two-dimensional modelling

framework, although short-range

directionality is not reliably resolved.

V₂O₅ shows comparatively stable

continuity and supports separate

estimation of vanadium within

the same domain.

Variography supports the Pampa de

Arroqui domain as a separate

estimation domain with domain-

specific search parameters.

The Buried Lake U₃O₈ correlogram is

shown in Figure 11-24. The figure illustrates the rapid reduction in correlation at short distances and the long-range behaviour used

to support the Buried Lake U₃O₈ spatial model.

Figure 11-24. Horizontal major-axis correlogram

for calculated U₃O₈

values in the Buried Lake estimation domain, used to support the two-dimensional omnidirectional variography

workflow (Atticus, 2026).

The Laguna Salada U₃O₈ variogram is

shown in Figure 11-25. The variogram shows a progressive increase in semi-variance with distance and supports the interpretation of lateral

grade continuity within the Laguna Salada domain.

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Figure 11-25. Horizontal major-axis variogram

for calculated U₃O₈

values in the Laguna Salada estimation domain, showing the fitted model used to support grade-continuity interpretation (Atticus,

2026).

The Pampa de Arroqui U₃O₈

variogram is shown in Figure 11-26. The variogram supports the interpretation of lateral grade continuity within the Pampa de

Arroqui domain, while also reflecting the limitations imposed by sample spacing.

Figure 11-26. Horizontal major-axis variogram

for calculated U₃O₈

values in the Pampa de Arroqui estimation domain, showing the fitted model

used to support grade-continuity interpretation (Atticus, 2026).

The Buried Lake V₂O₅ variogram is

shown in Figure 11-27. The V₂O₅ variography supports separate modelling of vanadium within the Buried Lake domain, while recognising

the relatively limited sample support in this area.

Figure 11-27. Horizontal major-axis variogram

for calculated V₂O₅

values in the Buried Lake estimation domain, showing the fitted model

used to support vanadium grade-continuity interpretation (Atticus, 2026).

The Laguna Salada V₂O₅ variogram is

shown in Figure 11-28. The variogram shows comparatively stable lateral continuity and supports the estimation of V₂O₅ as

a separate variable within the Laguna Salada domain.

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Figure 11-28. Horizontal major-axis variogram

for calculated V₂O₅

values in the Laguna Salada estimation domain, showing the fitted model used to support vanadium grade-continuity interpretation

(Atticus, 2026).

The Pampa de Arroqui V₂O₅ variogram

is shown in Figure 11-29. The variogram supports the interpretation of lateral vanadium continuity within the Pampa de Arroqui domain

and was used together with the U₃O₈ variography to guide estimation.

Figure 11-29. Horizontal major-axis variogram

for calculated V₂O₅

values in the Pampa de Arroqui estimation domain, showing the fitted model used to support vanadium grade-continuity interpretation (Atticus,

2026).

Overall, the variography supports the use of three

separate area-based estimation domains: Buried Lake, Laguna Salada and Pampa de Arroqui. U₃O₈ and V₂O₅ were modelled

separately because they show different variability and grade-continuity behaviour. The variogram models were used to support the ordinary

kriging estimation strategy, including the domain-specific search ranges and estimation passes described in Section 11.11 – Estimation

Strategy.

The variography should be interpreted in the context

of the deposit geometry and sample spacing. The shallow, laterally extensive mineralized horizons are better represented using a two-dimensional

planar variography approach than by attempting to model vertical continuity from limited vertical sample support. The selected omnidirectional

workflow is therefore considered appropriate for the current MRE and avoids over-interpreting directional continuity that is not reliably

supported by the available data.

11.11 Estimation Strategy

The grade estimation strategy was developed to

reflect the shallow, laterally extensive and relatively thin geometry of the Laguna Salada uranium-vanadium mineralization. Estimation

was completed separately within the three principal estimation domains: Pampa de Arroqui, Laguna Salada and Buried Lake. These domains

are based on the geological and mineralization models described in Section 11.5 – Geological Interpretation and Modelling and the

exploratory data analysis described in Section 11.6 – Exploratory Data Analysis and Estimation Domains.

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U₃O₈ and V₂O₅ were estimated

as separate variables within each domain. This approach was applied because uranium and vanadium show different statistical behaviour

and grade-continuity characteristics. U₃O₈ shows stronger upper-tail variability and required domain-specific grade capping,

while V₂O₅ shows lower variability and did not require capping. The estimation strategy therefore treats both variables separately

while maintaining consistent domain and block-population controls.

The final estimation strategy does not use separate

high-grade and low-grade estimation domains. High-grade U₃O₈ regions were reviewed during geological modelling and exploratory

data analysis to understand areas of increased grade and potential exploration significance; however, statistical review did not support

using these high-grade contacts as separate estimation domains. The final estimate therefore uses the three area-based domains of Pampa

de Arroqui, Laguna Salada and Buried Lake.

Ordinary Kriging (OK) was used as the primary

grade-estimation method. A Nearest Neighbour (NN) estimate was also generated for validation purposes. The NN estimate was used to compare

local and global grade behaviour against the OK estimate and to support review of smoothing, bias and domain-scale estimation performance.

The estimation workflow was designed as a two-dimensional

interpolation approach. This reflects the shallow and thin nature of the mineralized horizons, the broad lateral extent of mineralization

and the limited support for modelling vertical grade continuity. The interpolation plane was set horizontally, with dip 0°, azimuth

0° and pitch 0°. This approach is consistent with the two-dimensional variography described in Section 11.10 - Variography.

The estimation strategy was also guided by Quantitative

Kriging Neighbourhood Analysis (QKNA). The QKNA review was used to assess search ranges, sample requirements, kriging variance, slope

of regression, kriging efficiency and the level of confidence that could reasonably be assigned to estimated blocks. The QKNA results

indicated that the current sample density does not support a Measured classification. As a result, the estimation workflow was structured

to support Indicated and Inferred classification only, with a final unclassified fill pass used to populate peripheral blocks within the

geological wireframes.

The final estimation strategy used three estimation

passes, labelled Pass 2, Pass 3 and Pass 4. Pass 2 was designed to support Indicated classification where sample support and estimation

quality were adequate. Pass 3 was designed to support Inferred classification using expanded search ranges. Pass 4 was used as a global

fill pass only and was not used to support classified Mineral Resources.

11.11.1 Estimation Methodology

Ordinary Kriging was completed for U₃O₈

and V₂O₅ within the Pampa de Arroqui, Laguna Salada and Buried Lake estimation domains. The estimation was completed using

the processed composite dataset described in Section 11.7 – Contact Analysis, Compositing and Capping, including capped U₃O₈

values, uncapped V₂O₅ values and declustered inputs used to support variography and estimation review.

The OK interpolation was completed using a strict

two-dimensional estimation framework. The estimation plane was horizontal, with dip 0°, azimuth 0° and pitch 0°. The variogram

models described in Section 11.10 – Variography, were applied within this framework. Block discretization was set to 5 by 5 by 1

to provide suitable support for the 100 m by 100 m by 1 m parent block size described in Section 11.9 – Block Modelling.

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V₂O₅ was estimated using its own element-specific

variogram models. However, the V₂O₅ estimate used the same search ranges as U₃O₈ within each domain. This was

done to maintain a consistent estimated block population between uranium and vanadium and to avoid mismatched block coverage between the

two variables.

The QKNA results used to support the estimation

setup are summarized in Table 11-15. These results show the pass volumes, average U₃O₈ grades, kriging variance, slope of

regression, kriging efficiency and sum of negative weights. The results indicate that the sum of negative weights is effectively zero

across the domains. Kriging efficiency is variable and commonly negative, particularly in Buried Lake, and the slope of regression is

weaker in Buried Lake than in Laguna Salada and Pampa de Arroqui. These results reflect the current sample spacing and variable sample

support, and were considered during Mineral Resource classification.

Table 11-15. Summary of QKNA results by estimation domain and pass.

Domain

Pass

Volume

(Mm³)

U₃O₈ Grade

(ppm)

Kriging

Variance

Slope of

Regression

Kriging

Efficiency

Sum of

Negative

Weights

Buried Lake

Pass 2

0.4

256

0.487

0.194

-0.532

0.000

Pass 3

12.3

198

0.516

0.101

-0.625

0.000

Pass 4

4.8

163

0.425

0.010

-0.337

0.000

Laguna Salada

Pass 2

16.0

0.552

0.407

-0.056

0.000

Pass 3

26.8

0.542

0.392

-0.036

0.000

Pass 4

0.0

1.523

0.000

-1.911

0.000

Pampa de Arroqui

Pass 2

27.8

0.449

0.637

0.183

0.000

Pass 3

15.8

0.577

0.362

-0.049

0.000

Pass 4

0.1

0.697

0.000

-0.267

0.000

The QKNA results show that estimation confidence

varies by domain. Pampa de Arroqui has the strongest slope of regression in Pass 2 and therefore provides better support for higher-confidence

classification where other geological and data-quality criteria are also satisfied. Laguna Salada shows moderate QKNA support in Pass

2 and Pass 3. Buried Lake has weaker QKNA performance and higher grade variability, and therefore requires more cautious classification.

The final search strategy is summarized in Table

11-16. All passes used a maximum vertical search range of 10 m, reflecting the shallow and planar nature of the deposit. Pass 2 search

ranges were limited to the first variogram structure and required a minimum of four composites. Pass 3 search ranges were expanded to

the full variogram range and required a minimum of two composites. Pass 4 used a broad 5,000 m search range with a minimum of one composite

and was used only to populate remaining peripheral blocks.

Table 11-16 Estimation search strategy by domain and pass.

Domain

Pass

Classification Target

Horizontal Search Range

Vertical Search Range

Minimum Composites

Maximum Composites

Sector Search

Maximum per Sector

Buried Lake

Pass 2

Indicated

140 m

10 m

Quadrant

Pass 3

Inferred

600 m

10 m

Quadrant

Pass 4

Global fill, unclassified

5,000 m

10 m

None

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Domain

Pass

Classification Target

Horizontal Search Range

Vertical Search Range

Minimum Composites

Maximum Composites

Sector Search

Maximum per Sector

Laguna Salada

Pass 2

Indicated

290 m

10 m

Quadrant

Pass 3

Inferred

3,600 m

10 m

Quadrant

Pass 4

Global fill, unclassified

5,000 m

10 m

None

Pampa de Arroqui

Pass 2

Indicated

380 m

10 m

Quadrant

Pass 3

Inferred

2,600 m

10 m

Quadrant

Pass 4

Global fill, unclassified

5,000 m

10 m

None

The Pass 2 search was intended to estimate blocks

with stronger local support. The minimum requirement of four composites and the use of quadrant sectoring were applied to reduce the influence

of clustered samples and to improve spatial balance around each estimated block. The maximum of three composites per quadrant limited

excessive weighting from any single direction.

The Pass 3 search was intended to estimate blocks

with broader geological continuity but lower local sample support. The minimum sample requirement was reduced to two composites, and the

search range was expanded to the full modelled variogram range. Quadrant sectoring was retained to maintain spatial balance.

The Pass 4 search was used as an unclassified

global fill pass. This pass used a 5,000 m horizontal search range and a minimum of one composite to populate remaining peripheral blocks

within the modelled mineralized wireframes. Blocks estimated only in this pass were not used to support classified Mineral Resources.

The estimation methodology is considered appropriate

for the current MRE because it reflects the geometry of the deposit, the sample spacing, the variography and the classification confidence.

The approach avoids over-interpreting short-range directional continuity, maintains separate treatment of the three principal mineralized areas, estimates U₃O₈

and V₂O₅ separately, and uses QKNA-supported search parameters to guide confidence in the estimated blocks.

11.12 Block Model Validation

The block model estimation was validated using

the following techniques:

1. Visual Validation: inspection of the estimated block grades relative to the assay composites.

2. Statistical Validation: comparison of sample composite means against estimated means from each of the

block model domains.

3. Swath Plots: evaluation of the block model grade profiles in an east-west axis against a Nearest Neighbour

(NN) estimation and assay composites.

11.12.2 Visual Validation

Visual validation was completed by comparing

estimated U₃O₈ block grades with the informing U₃O₈ composite grades in plan view for the Buried Lake,

Laguna Salada and Pampa de Arroqui estimation domains. Plan-view validation was used because the mineralized domains are shallow,

relatively thin and laterally extensive, and because the grade estimation was completed using a two-dimensional interpolation

approach (Figure 11-30 to Figure 11-32).

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Figure 11-30. Plan view of the Buried Lake block model showing estimated

U₃O₈ block grades with informing U₃O₈ composite grades overlain (Atticus, 2026).

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Figure 11-31. Plan view of the Laguna Salada block model showing estimated

U₃O₈ block grades with informing U₃O₈ composite grades overlain (Atticus, 2026).

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 11-32. Plan view of the Pampa de Arroqui

block model showing estimated U₃O₈

block grades with informing U₃O₈ composite grades overlain (Atticus, 2026).

The review indicates that the estimated U₃O₈

block grades broadly reproduce the spatial grade patterns observed in the composite data. Higher-grade blocks generally occur close to

higher-grade composite support, while lower and moderate grade blocks reflect the broader mineralized-domain continuity. No significant

visual validation issues were identified from the plan-view review.

The Buried Lake domain contains higher-grade U₃O₈

blocks than the other domains and these are generally associated with elevated composite grades. However, sample support is sparser and

grade variability is higher, and this was considered during classification. The Laguna Salada and Pampa de Arroqui domains show broader

low to moderate grade continuity with localised higher-grade areas supported by nearby composites. Overall, the visual validation supports

the reasonableness of the U₃O₈ block estimate and should be considered together with the statistical and swath plot validation

described in the following sections.

11.12.3 Statistical Validation

Statistical validation was completed by comparing

the mean grades of the input composites with the corresponding mass-weighted Ordinary Kriging block-model means for U₃O₈ and

V₂O₅ (Table 11-17). The comparison was completed separately for the Pampa de Arroqui, Laguna Salada and Buried Lake estimation

domains and at the overall model scale to assess whether the estimated block model reproduces the general grade tenor of the informing

data. Block-model means were mass-weighted using the assigned specific gravity values.

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The U₃O₈ block-model means are

lower than the corresponding input composite means in each of the three mineralized areas. At Pampa de Arroqui, the composite mean

is 64.54 ppm compared with a mass-weighted block-model mean of 59.78 ppm, representing a difference of approximately -7.38%. At

Laguna Salada, the composite mean is 77.39 ppm compared with a block-model mean of 68.19 ppm, representing a difference of

approximately -11.89%. At Buried Lake, the composite mean is 198.80 ppm compared with a block-model mean of 179.43 ppm, representing

a difference of approximately -9.74%.

The lower U₃O₈ block-model means are

consistent with the smoothing expected during Ordinary Kriging, whereby local higher-grade composite values are moderated during interpolation.

The greatest relative difference occurs at Laguna Salada, while Buried Lake retains the highest average U₃O₈ grade in both

the composite and block-model populations.

For V₂O₅, the mass-weighted block-model

means show relatively close agreement with the input composite means at Pampa de Arroqui and Laguna Salada. At Pampa de Arroqui, the block-model

mean is approximately 5.88% lower than the composite mean, while at Laguna Salada the difference is approximately -2.18%. Buried Lake

shows a different response, with the mass-weighted block-model mean approximately 10.98% higher than the corresponding composite mean.

Table 11-17. Comparison of input composite means and mass-weighted

block-model means for U₃O₈ and V₂O₅ by mineralized area (Atticus, 2026).

Mineralized Area

Input

Composite

U₃O₈ Mean

(ppm)

Block Model

U₃O₈ Mean

(ppm)

Difference

U₃O₈ (%)

Input

Composite

V₂O₅ Mean

(ppm)

Block Model

V₂O₅ Mean

(ppm)

Difference

V₂O₅ (%)

Pampa de Arroqui

64.54

59.78

-7.38 %

566.10

532.79

-5.88 %

Laguna Salada

77.39

68.19

-11.89 %

639.73

625.77

-2.18 %

Buried Lake

198.80

179.43

-9.74 %

864.98

959.92

+10.98 %

All Areas:

87.45

84.24

-3.66 %

632.41

644.51

+1.91 %

Overall, the statistical validation indicates

reasonable agreement between the input composite grades and the mass-weighted Ordinary Kriging block estimates at the project scale. The

overall U₃O₈ block-model mean is approximately 3.66% lower than the input composite mean, while the overall V₂O₅

block-model mean is approximately 1.91% higher. These results should be considered together with the visual validation and swath-plot

validation when assessing the overall performance of the block-model estimate.

11.12.4 Swath Plots (Spatial Validation)

Swath plot validation was completed for U₃O₈

to assess whether the Ordinary Kriging (OK) block estimates reproduce the main spatial grade trends shown by the informing data. The validation

was completed using horizontal swaths, which is consistent with the shallow, laterally extensive geometry of the Laguna Salada mineralized

domains and the two-dimensional estimation approach used for the Mineral Resource Estimate.

The swath plots were reviewed globally and separately

for the Buried Lake, Laguna Salada and Pampa de Arroqui estimation domains. The plots compare the OK block estimate with the Nearest Neighbour

(NN) estimate and, where shown, the capped and declustered U₃O₈ composite trend. The bars show the relative block volume within

each swath.

The global U₃O₈ swath plot indicates

that the OK estimate broadly follows the main grade trends shown by the NN estimate. The OK estimate is smoother than the NN estimate,

which is expected for an interpolated block model. The highest-grade swaths are reproduced by the OK estimate, although local short-range

peaks are smoothed. The global swath validation is shown in Figure 11-33.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 11-33. Global U₃O₈

swath plot validation in the X direction, comparing OK and NN estimates

with block volume by swath (Atticus, 2026).

The Buried Lake swath plot shows higher U₃O₈

grades and stronger local grade variability than the other domains. The OK estimate follows the broad trend of the NN and capped/declustered

composite data, but local differences are present where sample support is more limited. This is consistent with the higher variability

and lower estimation confidence noted for the Buried Lake domain. The Buried Lake swath validation is shown in Figure 11-34.

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Figure 11-34. Buried Lake U₃O₈

swath plot validation in the X direction, comparing OK, NN and capped/declustered composite trends with block volume by swath (Atticus,

2026).

The Laguna Salada swath plot shows reasonable

agreement between the OK estimate and the informing grade trends. The OK estimate reproduces the broad increase and decrease in grade

across the domain, while smoothing local peaks shown by the NN and composite trends. The Laguna Salada swath validation is shown in Figure

11-35.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 11-35. Laguna Salada U₃O₈

swath plot validation in the X direction, comparing OK, NN and capped/declustered

composite trends with block volume by swath (Atticus, 2026).

The Pampa de Arroqui swath plot shows that the

OK estimate generally follows the main spatial grade pattern across the domain. Local differences are present in swaths with fewer informing

data or stronger grade variation, but the OK estimate does not show obvious material over- or under-estimation at the domain scale. The

Pampa de Arroqui swath validation is shown in Figure 11-36.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 11-36. Pampa de

Arroqui U₃O₈ swath plot validation in the X direction, comparing OK, NN and capped/declustered composite trends with block

volume by swath (Atticus, 2026).

Overall, the U₃O₈ swath plots support

the use of the OK estimate for Mineral Resource reporting. The OK block estimates reproduce the broad spatial grade trends observed in

the informing data, with expected smoothing of local short-range grade peaks. Minor local differences occur mainly where sample support

is weaker, and these were considered together with the visual validation, statistical validation and Mineral Resource classification.

11.13 Mineral Resource Classification

The Mineral Resource for the Laguna Salada Uranium-Vanadium

Project was classified in accordance with the CIM Definition Standards for Mineral Resources and Mineral Reserves (CIM, 2014), with consideration

of the CIM Estimation of Mineral Resources and Mineral Reserves Best Practice Guidelines (CIM, 2019). Mineral Resources have been classified

into Indicated and Inferred categories. No Measured Mineral Resources have been classified.

Classification was assigned within the interpreted

Laguna Salada, Pampa de Arroqui and Buried Lake estimation domains. The classification considered geological confidence, mineralized-domain

geometry, sample distribution, sample support, data quality, grade continuity, variography, Quantitative Kriging Neighbourhood Analysis

(QKNA), estimation pass, block model validation and confidence in the estimated block grades.

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The QKNA review indicated that the current sample

density does not support a Measured classification. In general, a sample distribution of approximately 200 m by 200 m may support Indicated

classification where variance is low and kriging behaviour is robust. A sample distribution of approximately 400 m by 400 m may support

Inferred classification where geological continuity is interpreted and kriging behaviour is coherent. Blocks estimated using U₃O₈

values calculated from regression-derived screened assay values were restricted to the Inferred category.

Classification was assigned using the estimation

passes described in Section 11.11 – Estimation Strategy (Table 11-18). The final classification model is shown in Figure 11-37.

Figure 11-37. Plan view of the Laguna Salada Mineral

Resource classification model showing Indicated and Inferred classification across the Laguna Salada, Pampa de Arroqui and Buried Lake

estimation domains (Atticus, 2026).

Pass 2 was used to support Indicated classification

where sample support and estimation quality were adequate. Pass 3 was used to support Inferred classification. Pass 4 was used as a global

fill pass only and was not used to support classified Mineral Resources. There are no Measured Mineral Resources.

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After the initial classification was assigned,

the results were reviewed in plan view to confirm that the classified areas were geologically reasonable, consistent with the mineralized-domain

geometry and supported by the available sampling data. Classification boundaries

were reviewed and, where appropriate, smoothed to remove local irregularities and produce a final classification model suitable for reporting.

Table 11-18. Mineral Resource classification criteria, Laguna Salada

Project.

Category

Avg. Sample Spacing

Kriging

Variance

Slope Of Regression

Modifying Factors

Indicated

< 200m

< 0.4

> 0.6

Only considers blocks estimated from validated Assay data, plus visual validation of a robust estimation

Inferred

< 400m

< 0.5

> 0.2

May consider calculated

values for U3O8

The classification model reflects the relative

confidence in each mineralized area. Laguna Salada and Pampa de Arroqui have sufficient sampling support to define areas of Indicated

and Inferred Mineral Resources. Buried Lake contains higher-grade uranium mineralization but has sparser sample support and higher-grade

variability; therefore, classification in this domain was applied cautiously. The Qualified Person considers the Mineral Resource classification

appropriate for the current stage of the Project.

11.14 Reasonable Prospects for Eventual Economic Extraction and Cut-Off

For a mineral deposit to be considered a Mineral

Resource, it must demonstrate reasonable prospects for eventual economic extraction (“RPEEE”). This requires that Mineral

Resources are reported using an appropriate mining scenario and cut-off value that reflect the likely extraction method, expected selectivity,

processing route and project context.

The Laguna Salada Mineral Resource has been assessed

on the basis of a potential open-pit mining scenario. This is considered appropriate for the shallow, laterally extensive uranium-vanadium

mineralization at Laguna Salada and Pampa de Arroqui. The Buried Lake mineralization is located below surface and has therefore been constrained

by an optimized open pit in addition to the reporting cut-off.

For the purposes of S-K 1300, the RPEEE assessment

described in this section, including the mining scenario, cut-off value, metal price, metallurgical recovery and operating cost assumptions,

constitutes the QP’s initial assessment supporting the disclosure of Mineral Resources, as required under §229.1302(d). The

initial assessment is a qualitative evaluation of the relevant technical and economic factors and does not include a cash flow analysis.

The Project is treated as a uranium-vanadium project,

with both U₃O₈ and V₂O₅ contributing to potential payable value. An NSR approach was therefore used to calculate

block value and to define the reporting cut-off. The Mineral Resource Statement is reported above an NSR cut-off value of US$12.08/t.

This is approximately equivalent to a U₃O₈-only economic cut-off of 100 ppm U₃O₈, based on the metal price, recovery,

selling cost and operating cost assumptions used for the RPEEE assessment. The US$84/lb U₃O₈ price assumption used in the

RPEEE assessment also provides the reference price for the grade-tonnage and price sensitivity analysis presented in Section 11.15 –

Sensitivity Analysis.

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11.14.1 NSR Calculation

The NSR calculation was completed using U₃O₈

and V₂O₅ metal price, recovery and selling-cost assumptions (Table 11-19). These assumptions were used to calculate the contribution

of each metal to estimated block value and to derive a U₃O₈ equivalent grade for reporting and sensitivity review.

Table 11-19. Parameters used for the calculation of NSR and U₃O₈

equivalent grade, Laguna Salada Project.

Element

Price

Recovery

Selling Cost

Grade

U3O8

84.00

US$/lb

84.90 %

8.40

US$/lb

1.00

ppm

V2O5

5.30

US$/lb

59.50 %

0.53

US$/lb

1.00

ppm

Element

US$/ton

U3O8 Eq

V2O5 Eq

U3O8

0.14150

1.00000

22.61487

V2O5

0.00626

0.04422

1.00000

Total:

0.14776

U3O8_Eq (ppm)

= U3O8_ppm + V2O5_ppm * 0.0442

V2O5_Eq (ppm) = V2O5_ppm + U3O8_ppm

* 22.6149

NSR_$/t = U3O8_ppm * 0.14150 + V2O5_ppm

* 0.00626

The calculation indicates that each 1 ppm U₃O₈

contributes approximately US$0.14150/t to NSR, and each 1 ppm V₂O₅ contributes approximately US$0.00626/t to NSR. Under the

assumptions used for the RPEEE assessment, 1 ppm V₂O₅ is equivalent to approximately 0.0442 ppm U₃O₈ equivalent

(Eq). The selected U₃O₈ price assumption of US$84/lb corresponds approximately to the US$12.08/t NSR reporting cut-off used

for the Mineral Resource Statement. The relationship between price, reporting cut-off, tonnes and grade is examined further in Section

11.15 – Sensitivity Analysis.

11.14.2 Open-Pit Cut-Off Value

The open-pit reporting cut-off was based on processing

cost, general and administrative cost and dilution assumptions. The NSR open-pit cut-off value is US$12.08/t (Table 11-20).

Table 11-20. Parameters used to calculate the NSR open-pit cut-off

value, Laguna Salada Project.

Processing Cost

US$/t

9.00

G&A Cost

US$/t

2.50

Dilution

5.00

NSR Open Pit Cut-Off Value

US$/t

12.08

A U₃O₈-only economic cut-off grade

was also calculated for reference (Table 11-21). When mining, processing, general and administrative costs and dilution are considered

together, the U₃O₈-only economic cut-off is approximately 100 ppm U₃O₈.

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The pit optimisation and operating assumptions

used to support the RPEEE assessment are summarized in Table 11-22.

Table 11-21. Parameters used to calculate the U₃O₈-only

economic cut-off grade, Laguna Salada Project.

Mining Cost

US$/t

2.00

Processing Cost

US$/t

9.00

G&A Cost

US$/t

2.50

Dilution

5.00

U3O8 Cut-Off - Economic

ppm

100.18

Table 11-22. Pit optimisation and operating assumptions used for the

Laguna Salada RPEEE assessment.

Pit Optimization Parameters

Units

Laguna Salada PEA 2014

BENCHMARKING 1

PROPOSAL

Prices

Uranium (U3O8)

US$/lb

60.00

75.00

84.00

Vanadium (V2O5)

US$/lb

5.50

7.50

5.30

Factor Conversion

Uranium

1.1792

Vanadium

1.7852

Recovery Metals

Uranium

84.90

84.60

84.90

Vanadium

59.50

52.50

59.50

Selling Cost

Uranium

US$/lb

6.00

8.40

Vanadium

US$/lb

0.55

0.53

Operating Cost

Ore Mining Cost

US$/t

1.81

2.50

2.00

Waste Mining Cost

US$/t

1.81

2.50

2.00

Processing Cost

US$/t

8.55

8.90

9.00

G&A Cost

US$/t

1.94

3.66

2.50

Mine Factors

Dilution

5.00

3.00

5.00

Mining Recovery

95.00

97.00

95.00

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Pit Optimization Parameters

Units

Laguna Salada PEA 2014

BENCHMARKING 1

PROPOSAL

Slope Angle (OSA - IRA)

degrees

35.00

30.00 - 35.00

35.00

Discount Rate

7.50

8.00

ROM Throughput

TPD

23,400

14,000.00

25,000

For Mineral Resource reporting, classified blocks

were reported above the NSR cut-off of US$12.08/t. Laguna Salada and near-surface portions of Pampa de Arroqui were reported above the

NSR cut-off. Buried Lake, and the pit constrained portion of Pampa de Arroqui, were reported within an optimized pit shell and above the

NSR cut-off.

The cut-off assumptions are preliminary and are

used only to assess reasonable prospects for eventual economic extraction for Mineral Resource reporting. They do not represent Mineral

Reserve modifying factors. The cut-off basis should be reviewed as additional metallurgical, mining, geotechnical, processing, operating

cost and density information becomes available.

11.15 Sensitivity Analysis

Grade-tonnage sensitivity analyses were completed

to assess the effect of changes in the reporting threshold and equivalent U₃O₈ price on the tonnes and average grades retained

within the Mineral Resource reporting models. The sensitivity analysis considers tonnes, U₃O₈ grade, V₂O₅ grade,

U₃O₈ equivalent grade and NSR value and was completed separately for the Laguna Salada, Pampa de Arroqui and pit constrained

Buried Lake models. The analyses use the same economic and metal-value assumptions applied in the determination of the reporting cut-off

described in Section 11.14 – Reasonable Prospects for Eventual Economic Extraction and Cut-off.

The selected reporting case uses a U₃O₈

price of US$84/lb and an NSR reporting cut-off of US$12.08/t. For sensitivity purposes, the evaluated NSR cut-off cases have also been

expressed as corresponding equivalent U₃O₈ price cases. The US$84/lb reference price corresponds approximately to the selected

US$12.08/t NSR cut-off. These price-based values provide an additional way of viewing the same grade-tonnage relationship and are presented

as sensitivity cases rather than separate Mineral Resource Statements.

The equivalent U₃O₈ price and the

NSR cut-off move in opposite directions. When the equivalent U₃O₈ price increases, the NSR cut-off becomes lower, allowing

more material to be retained in the sensitivity case. This increases the reported tonnage, although the average U₃O₈ grade

generally decreases because additional lower-grade material is included. When the equivalent U₃O₈ price decreases, the NSR

cut-off becomes higher, so less material is retained. This reduces the reported tonnage while generally increasing the average U₃O₈

grade. The extent of these changes varies between Laguna Salada, Pampa de Arroqui and Buried Lake

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The Laguna Salada grade-tonnage and equivalent

U₃O₈ price sensitivity values are presented in Table 11-23.

Table 11-23. Grade-tonnage sensitivity values for the Laguna Salada

domain at varying NSR cut-off values.

NSR Cut-Off

(US$/t)

Tonnes

(t)

U3O8

(ppm)

V2O5

(ppm)

U3O8 Eq1

(ppm)

NSR

(US$)

NSR Cut-Off

(US$/lb)

0.0

66,086,747

57.52

1,827.07

80.78

11.43

2.5

66,086,747

57.52

1,827.07

80.78

11.43

405.72

5.0

64,645,178

58.31

1,851.52

81.86

11.59

202.86

7.5

54,795,158

63.19

2,001.08

88.47

12.52

135.24

10.0

39,454,992

70.94

2,229.33

98.57

13.95

101.43

12.5

20,899,833

84.78

2,624.09

116.02

16.42

81.14

15.0

11,116,941

98.63

3,023.34

133.67

18.92

67.62

17.5

6,159,464

111.65

3,376.28

149.28

21.13

57.96

20.0

3,129,589

126.05

3,763.56

166.40

23.55

50.72

22.5

1,592,559

140.71

4,134.04

182.78

25.87

45.08

25.0

857,071

152.56

4,444.55

196.51

27.81

40.57

27.5

380,913

166.04

4,782.06

211.44

29.92

36.88

30.0

127,333

179.06

5,164.72

228.36

32.32

33.81

32.5

47,323

190.10

5,501.23

243.23

34.42

31.21

35.0

17,013

199.37

5,686.27

251.42

35.58

28.98

37.5

398

216.52

6,298.57

278.49

39.41

27.05

The Laguna Salada sensitivity results show a broad

lower-grade mineralized inventory at the higher equivalent-price cases. At an equivalent U₃O₈ price of approximately US$101.43/lb,

corresponding to the US$10.00/t NSR sensitivity case, approximately 39.45 Mt is retained at an average U₃O₈ grade of 70.94

ppm. At an equivalent price of approximately US$81.14/lb, corresponding to the US$12.50/t NSR case, approximately 20.90 Mt is retained

at an average grade of 84.78 ppm U₃O₈.

The selected U₃O₈ price of US$84/lb

lies between these sensitivity cases and corresponds approximately to the US$12.08/t NSR reporting cut-off (highlighted rows in Table

11-23). At this reporting cut-off, the sensitivity curve indicates approximately 23.39 Mt at an average U₃O₈ grade of approximately

82.33 ppm (Figure 11-38). A further reduction in equivalent U₃O₈ price to approximately US$67.62/lb corresponds to the US$15.00/t

NSR case, at which approximately 11.12 Mt is retained at an average grade of 98.63 ppm U₃O₈.

These results indicate that the Laguna Salada

model is relatively sensitive to changes in price around the selected reporting case, with lower equivalent prices reducing the retained

tonnage and increasing the average grade.

The Laguna Salada grade-tonnage sensitivity curve

is shown in Figure 11-38, illustrating the inverse relationship between equivalent U₃O₈ price and NSR cut-off and the corresponding

grade-tonnage response of the Laguna Salada model. Higher equivalent U₃O₈ prices correspond to lower NSR cut-offs, increasing

the amount of material retained while generally reducing the average U₃O₈ grade. Conversely, lower equivalent U₃O₈

prices correspond to higher NSR cut-offs, reducing retained tonnage while generally increasing average grade. The response around the

selected reporting case indicates that Laguna Salada is relatively sensitive to changes in the economic assumptions.

Caracle Creek Chile SpA Page 165 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 11-38. Laguna Salada grade-tonnage sensitivity

curves showing tonnes and average U₃O₈ grade by NSR cut-off in the upper panel, with the selected US$12.08/t reporting cut-off

highlighted, and by equivalent U₃O₈ price in the lower panel, with the selected US$84/lb reference price highlighted (Atticus,

2026).

The relative metal-component value analysis shown

in Figure 11-39 indicates that U₃O₈ is the principal contributor to modelled metal value throughout the evaluated sensitivity

range. At the lower NSR cut-offs, approximately 68% of the modelled metal value is attributable to U₃O₈ and approximately

32% to V₂O₅. The relative contribution from U₃O₈ increases slightly as the NSR cut-off is raised, while the contribution

from V₂O₅ correspondingly decreases. V₂O₅ nevertheless

remains an important secondary contributor to modelled value across the evaluated Laguna Salada sensitivity range.

Caracle Creek Chile SpA Page 166 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 11-39. Relative metal component value by

NSR cut-off for the Laguna Salada domain, showing the relative contribution of U₃O₈

and V₂O₅

to modelled value (Atticus, 2026).

The Pampa de Arroqui sensitivity values are presented

in Table 11-24. The table shows the relationship between NSR cut-off, equivalent U₃O₈ price, retained tonnage and average

grade across the evaluated sensitivity cases.

Table 11-24. Grade-tonnage sensitivity values for the Pampa de Arroqui

domain at varying NSR cut-off values.

NSR Cut-Off

(US$/t)

Tonnes

(t)

U3O8

(ppm)

V2O5

(ppm)

U3O8

Eq1

(ppm)

NSR

(US$)

NSR Cut-Off

(US$/lb)

65,220,103

44.14

1,465.15

64.78

9.17

2.5

65,213,701

44.15

1,465.26

64.78

9.17

405.72

61,618,055

45.59

1,510.10

66.77

9.450

202.86

7.5

47,429,309

50.46

1,656.30

73.23

10.365

135.24

20,401,910

63.59

2,017.70

89.21

12.63

101.43

12.5

8,096,394

77.54

2,378.90

105.18

14.89

81.14

2,606,008

94.25

2,806.52

124.09

17.56

67.62

17.5

839,738

114.03

3,337.42

147.56

20.88

57.96

343,185

136.18

3,872.73

171.23

24.23

50.72

22.5

199,338

152.33

4,272.51

188.91

26.74

45.08

64,435

197.88

5,305.86

234.60

33.20

40.57

27.5

46,305

217.55

5,719.45

252.89

35.79

36.88

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

NSR Cut-Off

(US$/t)

Tonnes

(t)

U3O8

(ppm)

V2O5

(ppm)

U3O8

Eq1

(ppm)

NSR

(US$)

NSR Cut-Off

(US$/lb)

39,690

224.12

5,898.60

260.81

36.91

33.81

32.5

35,280

228.89

6,027.13

266.50

37.71

31.21

35,280

228.89

6,027.13

266.50

37.71

28.98

37.5

13,230

252.77

6,640.69

293.62

41.55

27.05

6,615

274.26

7,232.15

319.78

45.25

25.36

42.5

6,615

274.26

7,232.15

319.78

45.25

23.87

6,615

274.26

7,232.15

319.78

45.25

22.54

Pampa de Arroqui shows a pronounced change in

retained tonnage around the selected reporting case. At an NSR cut-off of US$10.00/t, corresponding to an equivalent U₃O₈

price of approximately US$101.43/lb, approximately 20.40 Mt is retained at an average U₃O₈ grade of 64 ppm. At an NSR cut-off

of US$12.50/t, corresponding to an equivalent U₃O₈ price of approximately US$81.14/lb, the retained tonnage decreases to approximately

8.10 Mt while the average U₃O₈ grade increases to 77 ppm.

The selected U₃O₈ price of US$84/lb

lies between these sensitivity cases and corresponds approximately to the US$12.08/t NSR reporting cut-off. At the selected reporting

case, approximately 9.77 Mt is retained at an average U₃O₈ grade of approximately 75 ppm. These values correspond to the Pampa

de Arroqui Mineral Resource reported above the selected NSR cut-off. At an NSR cut-off of US$15.00/t, corresponding to an equivalent U₃O₈

price of approximately US$67.62/lb, the retained tonnage decreases further to approximately 2.61 Mt while the average U₃O₈

grade increases to 94 ppm.

The Pampa de Arroqui sensitivity results therefore

indicate that the retained tonnage is particularly responsive to changes in the reporting threshold around the selected case. Lower equivalent

U₃O₈ prices correspond to higher NSR cut-offs and result in progressively less material being retained, while the average

U₃O₈ grade generally increases. Conversely, higher equivalent U₃O₈ prices correspond to lower NSR cut-offs, resulting

in greater retained tonnage and generally lower average U₃O₈ grade.

Figure 11-40 shows that the Pampa de Arroqui grade-tonnage

relationship changes relatively sharply around the selected reporting case. The sensitivity response indicates that a considerable proportion

of the modelled material occurs close to the selected reporting threshold, such that changes in the economic assumptions affecting the

equivalent U₃O₈ price or NSR cut-off could have a noticeable effect on the tonnes retained in the sensitivity case.

Caracle Creek Chile SpA Page 168 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 11-40. Pampa de Arroqui grade-tonnage sensitivity

curves showing tonnes and average U₃O₈ grade by NSR cut-off in the upper panel, with the selected US$12.08/t reporting cut-off

highlighted, and by equivalent U₃O₈ price in the lower panel, with the selected US$84/lb reference price highlighted (Atticus,

2026).

Caracle Creek Chile SpA Page 169 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

The relative metal-component value analysis shown

in Figure 11-41 indicates that U₃O₈ is the principal contributor to modelled metal value throughout the Pampa de Arroqui sensitivity

range. At the lower NSR cut-offs, approximately 67% of the modelled metal value is attributable to U₃O₈ and approximately

33% to V₂O₅. Around the selected reporting

range, the U₃O₈ contribution is approximately 68%, compared with approximately 32% from V₂O₅.

As the NSR cut-off increases, the relative contribution

from U₃O₈ increases gradually, reaching approximately 70% at an NSR cut-off of US$20.00/t and approximately 72% at the higher

evaluated cut-offs. The V₂O₅ contribution correspondingly decreases to approximately 28%. V₂O₅ nevertheless remains

a significant secondary contributor to modelled value throughout the evaluated Pampa de Arroqui sensitivity range.

Figure 11-41. Relative metal component value by

NSR cut-off for the Pampa de Arroqui domain, showing the relative contribution of U₃O₈

and V₂O₅

to modelled value (Atticus, 2026).

The Buried Lake sensitivity values are presented

in Table 11-25. The table shows the relationship between NSR cut-off, equivalent U₃O₈ price, retained tonnage and average

grade within the pit constrained Buried Lake model.

Buried Lake shows a different sensitivity response

from Laguna Salada and Pampa de Arroqui. At an NSR cut-off of US$10.00/t, corresponding to an equivalent U₃O₈ price of approximately

US$101.43/lb, approximately 21.75 Mt is retained at an average U₃O₈ grade of 177 ppm. The same tonnage and average grade are

retained at the US$0.00/t and US$5.00/t NSR sensitivity cases, indicating that changes within this lower cut-off range have little effect

on the pit constrained inventory.

The selected U₃O₈ price of US$84/lb

corresponds approximately to the US$12.08/t NSR reporting cut-off and lies between the US$10.00/t and US$15.00/t sensitivity cases. At

an NSR cut-off of US$15.00/t, corresponding to an equivalent U₃O₈ price of approximately US$67.00/lb, approximately 20.96

Mt is retained at an average U₃O₈ grade of 181 ppm. The relatively small change between the US$10.00/t and US$15.00/t cases

indicates that Buried Lake is comparatively insensitive

to changes in the reporting threshold around the selected reporting case.

Caracle Creek Chile SpA Page 170 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Table 11-25. Grade-tonnage sensitivity values for the Buried Lake pit

constrained domain at varying NSR cut-off values.

NSR Cut-Off

(US$/t)

Tonnes

(t)

U3O8

(ppm)

V2O5

(ppm)

U3O8

Eq1

(ppm)

NSR

(US$)

NSR Cut-Off

(US$/lb)

21,750,557

177.82

797.29

213.06

30.15

21,750,557

177.82

797.29

213.06

30.15

202.86

21,750,557

177.82

797.29

213.06

30.152

101.43

20,957,741

181.67

808.62

217.41

30.768

67.62

17,233,034

199.70

857.39

237.59

33.62

50.72

13,184,952

220.98

921.88

261.73

37.04

40.57

8,354,263

257.06

1,008.84

301.65

42.69

33.81

5,396,107

293.48

1,090.13

341.67

48.35

28.98

3,459,064

333.30

1,176.06

385.28

54.52

25.36

2,506,264

362.76

1,252.39

418.12

59.17

22.54

1,479,572

413.46

1,364.60

473.77

67.05

20.29

992,038

461.53

1,452.32

525.72

74.40

18.44

914,489

470.55

1,484.23

536.16

75.87

16.91

783,545

484.55

1,523.03

551.87

78.10

15.60

375,609

558.32

1,479.76

623.73

88.27

14.49

341,129

569.16

1,491.81

635.10

89.87

13.52

307,045

578.05

1,496.21

644.18

91.16

12.68

230,855

598.36

1,479.21

663.74

93.93

11.93

122,979

633.23

1,479.41

698.62

98.86

11.27

56,726

701.03

1,497.69

767.23

108.57

10.68

100

47,761

714.38

1,494.69

780.44

110.44

10.14

The effect becomes more pronounced as the NSR

cut-off is increased further. At US$20.00/t, corresponding to an equivalent U₃O₈ price of approximately US$50.72/lb, the retained

tonnage decreases to approximately 17.23 Mt while the average U₃O₈ grade increases to 199 ppm. At US$25.00/t, corresponding

to an equivalent U₃O₈ price of approximately US$40.00/lb, approximately 13.18 Mt is retained at an average grade of 221 ppm

U₃O₈.

Figure 11-42 demonstrates that the Buried Lake

grade-tonnage relationship is comparatively flat around the selected reporting case, particularly when compared with Laguna Salada and

Pampa de Arroqui. The response becomes progressively stronger at higher NSR cut-offs, where increasing selectivity results in lower retained

tonnage and higher average U₃O₈ grade. Buried Lake is therefore comparatively less sensitive to changes in the economic assumptions

around the selected reporting case, but becomes increasingly sensitive at higher reporting thresholds.

Caracle Creek Chile SpA Page 171 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Figure 11-42. Buried Lake pit constrained grade-tonnage

sensitivity curves showing tonnes and average U₃O₈ grade by NSR cut-off in the upper panel, with the selected US$12.08/t reporting

cut-off highlighted, and by equivalent U₃O₈ price in the lower panel, with the selected US$84/lb reference price highlighted

(Atticus, 2026).

The relative metal-component value analysis shown

in Figure 11-43 indicates that U₃O₈ is the dominant contributor to modelled metal value at Buried Lake. At the lower evaluated

NSR cut-offs, approximately 94% of the modelled metal value is attributable to U₃O₈ and approximately 6% to V₂O₅.

Caracle Creek Chile SpA Page 172 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

As the NSR cut-off increases, the relative U₃O₈

contribution increases slightly, generally reaching approximately 95% through much of the higher cut-off range and approximately 96% at

the highest evaluated cases. The corresponding V₂O₅ contribution decreases from approximately 6% to approximately 4%. Buried

Lake is therefore more strongly dominated by uranium value than Laguna Salada and Pampa de Arroqui, although V₂O₅ continues

to provide a secondary contribution to modelled value.

Figure 11-43. Relative metal component value by

NSR cut-off for the Buried Lake pit constrained domain, showing the relative contribution of U₃O₈

and V₂O₅

to modelled value (Atticus, 2026).

Overall, the sensitivity analysis indicates that

the effect of changing the reporting threshold varies between the three mineralized areas. Pampa de Arroqui shows the strongest grade-tonnage

response around the selected reporting case, followed by Laguna Salada, while Buried Lake shows a comparatively flatter response. In all

three areas, lower equivalent U₃O₈ prices correspond to higher NSR cut-offs, resulting in lower retained tonnage and generally

higher average U₃O₈ grades. The sensitivity cases are provided to demonstrate the response of the models to changes in the

reporting assumptions and do not represent alternative Mineral Resource Statements.

11.16

Mineral Resource Statement

The MRE for the Laguna Salada Uranium-Vanadium

Project has been prepared in accordance with the CIM Definition Standards for Mineral Resources and Mineral Reserves (CIM, 2014). Mineral

Resources are reported above an NSR cut-off value of US$12.08/t, using the metal price, recovery and operating-cost assumptions described

in Section 11.14 - Reasonable Prospects for Eventual Economic Extraction and Cut-Off. The reporting assumptions include a U₃O₈

price of US$84.00/lb and a V₂O₅ price of US$5.30/lb.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

For the purposes of this TRS, Mineral Resources

are classified and reported in accordance with the definitions in S-K 1300, which the QP considers to be consistent with the CIM (2014)

definitions applied in this estimate. Mineral Resources are reported exclusive of Mineral Reserves, as no Mineral Reserves have been

estimated for the Project. The point of reference for the Mineral Resource estimate is in situ; no mining dilution or mining recovery

has been applied to the reported tonnes and grades. The QP is of the opinion that, with consideration of the recommendations in Section

23.0 – Recommendations, any issues relating to all relevant technical and economic factors likely to influence the prospect of

economic extraction can be resolved with further work.

The Mineral Resource Statement reports Indicated

and Inferred Mineral Resources for the Laguna Salada, Pampa de Arroqui and Buried Lake mineralized areas. Laguna Salada and Pampa de Arroqui

are reported above the selected US$12.08/t NSR cut-off. A separate pit constrained reporting component is included for Pampa de Arroqui

and Buried Lake, also applying the US$12.08/t NSR cut-off. The sensitivity cases presented in Section 11.15 – Sensitivity Analysis,

illustrate the response of tonnes and grades to changes in the reporting assumptions and do not represent alternative Mineral Resource

Statements. The Mineral Resource Statement is presented in Table 11-26, which provides a summary of the near surface upper horizon mineral

resource (not pit constrained) and the lower horizon mineral resources that are pit constrained (see Figure 6-8; see Figures

11-4 and 11-5; Figure 11-44).

Table 11-26. Mineral Resource Statement for the Laguna Salada U-V Project,

using US$12.08/t NSR cut-off.

Grades

Metallic Content

Zone

Category

Tonnage

U3O8

(ppm)

V2O5

(ppm)

U3O8 Eq1

(ppm)

NSR

(US$/t)

U3O8

(t)

U3O8

lbs)

V2O5

(t)

V2O5

lbs)

U3O8 Eq1

(t)

Near Surface Resources (upper horizon): NSR Cut-Off Value US$12.08/t

Laguna Salada

Indicated

10,600,000

1.60

681

121

969

2.1

7,250

16.0

1,290

Inferred

13,000,000

1.61

701

106

960

2.1

8,900

19.6

1,400

Pampa de Arroqui

Indicated

8,460,000

1.76

634

102

625

1.4

5,370

11.8

862

Inferred

1,300,000

1.76

514

103

110

0.2

680

1.5

140

Pit Constrained Resources (lower horizon): US$12.08/t NSR

Pampa de Arroqui

Indicated

1,450,000

1.75

132

694

163

192

0.4

1,000

2.2

237

Inferred

5,200,000

1.74

149

640

177

780

1.7

3,400

7.5

930

Buried Lake

Indicated

576,000

1.77

205

745

238

118

0.3

429

0.9

137

Inferred

14,000,000

1.78

192

867

230

2,800

6.2

13,000

28.7

3,300

Totals Mineral Resources:

All Zones

Total Indicated:

21,100,000

1.68

665

119

1,900

4.2

14,100

31.1

2,530

Total Inferred:

34,000,000

1.71

137

755

170

4,600

10.1

26,000

57.3

5,700

U₃O₈ Equivalent1: U₃O₈

Eq (ppm) = U₃O₈ (ppm) + V₂O₅ (ppm) × 0.0442. The NSR and U₃O₈ equivalent calculations use metallurgical

recoveries of 84.9% for U₃O₈ and 59.5% for V₂O₅, together with a U₃O₈ price of US$84/lb and a V₂O₅

price of US$5.30/lb.

Notes to Table 11-26 – Mineral Resource

Statement:

1) Qualified

Persons: The Mineral Resource Estimate was prepared under the direction of Simon Mortimer (FAIG) of

Atticus Geoscience Consulting Ltd., Qualified Person.

2) Resource

Classification: The Mineral Resource has been classified in accordance with the CIM Definition Standards

for Mineral Resources and Mineral Reserves (CIM, 2014) and the definitions in S-K 1300, with consideration

of the CIM Estimation of Mineral Resources and Mineral Reserves Best Practice Guidelines (CIM, 2019),

into Indicated and Inferred categories within the Laguna Salada, Pampa de Arroqui and Buried Lake estimation

domains. No Measured Mineral Resources have been classified. Classification considered geological confidence,

mineralized-domain geometry, sample distribution, sample support, data quality, grade continuity, variography,

Quantitative Kriging Neighborhood Analysis (QKNA), estimation pass and block model validation. Pass

2 was used to support Indicated classification and Pass 3 was used to support Inferred classification.

Pass 4 was used as a global fill pass only and was not used to support classified Mineral Resources.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

3) Reporting

Cut-Off: Mineral Resources are reported above an NSR cut-off value of $12.08/t due to its surficial

disposition, which is approximately equivalent to a U₃O₈-only economic cut-off of 100.18

ppm U₃O₈. Buried Lake and the pit-constrained portion of Pampa de Arroqui are additionally

constrained within an optimized open-pit shell laying 5 to 8 metres below surface.

4) High-Grade

Capping: Top cuts were applied to U₃O₈ by estimation domain at distinct high-grade distribution

breaks and affected fewer than 1.5% of the total sample population across all domains. V₂O₅

was not capped.

5) Specific

Gravity (SG): Density was assigned by lithological unit, using 268 density measurements. The overall

dataset has a mean density of 1.712 t/m³, with values ranging from 1.240 t/m³ to 2.095 t/m³.

6) U₃O₈

Equivalent: U₃O₈ Eq (ppm) = U₃O₈ (ppm) + V₂O₅ (ppm) × 0.0442.

The NSR and U₃O₈ equivalent calculations use metallurgical recoveries of 84.9% for U₃O₈

and 59.5% for V₂O₅, together with a U₃O₈ price of US$84/lb. and a V₂O₅

price of US$5.30/lb.

7) Rounding:

Numbers have been rounded to reflect the appropriate level of precision. Differences may occur in totals

due to rounding.

8) Mineral

Resources are not Mineral Reserves: Mineral Resources are not Mineral Reserves and do not have demonstrated

economic viability. Inferred Mineral Resources have a lower level of geological confidence than Indicated

Mineral Resources and must not be converted to Mineral Reserves. It is reasonably expected that the

majority of Inferred Mineral Resources could be upgraded to Indicated Mineral Resources with continued

exploration; however, there is no certainty that further exploration will result in an upgrade in classification.

9) Material

Factors: Based on the information available as of the effective date, the Qualified Persons are not

aware of any known legal, political, environmental or other relevant factors that would reasonably be

expected to materially affect the Mineral Resource Estimate. Mineral Resources remain subject to permitting,

environmental, technical, economic, social and other risks and uncertainties.

Figure 11-44. Detailed cross-section through the

Guanaco–Buried Lake area showing the relationship between the upper, not pit constrained Pampa de Arroqui mineralized horizon and

the lower, pit constrained Buried Lake mineralized horizon near the Pampa de Arroqui–Salamanca Formation contact. The section is

displayed with 10× vertical exaggeration (Z-scale = 10.0) for visualization (Atticus, 2026).

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

11.17

Mineral Resource Estimate Summary

The reported MRE includes Indicated and Inferred

material from the Laguna Salada, Pampa de Arroqui and Buried Lake mineralized areas. No Measured Mineral Resources have been classified.

Laguna Salada and Pampa de Arroqui contribute both Indicated and Inferred Mineral Resources above the selected US$12.08/t NSR cut-off.

A separate pit constrained reporting component is included for Pampa de Arroqui and Buried Lake, also above the US$12.08/t NSR cut-off.

The Mineral Resource Statement is presented in Table 11-26.

A summary of the MRE is as follows:

● Total Indicated Mineral Resources of 21.1 Mt at an average

grade of 90 ppm U₃O₈ and 665 ppm V₂O₅, equivalent to 119 ppm U₃O₈ Eq, containing approximately 1,900

t U₃O₈, 14,100 t V₂O₅ and 2,530 t U₃O₈ Eq1.

● Total Inferred Mineral Resources of 34 Mt at an average grade

of 137 ppm U₃O₈ and 755 ppm V₂O₅, equivalent to 170 ppm U₃O₈ Eq, containing approximately 4,600 t

U₃O₈, 26,000 t V₂O₅ and 5,700 t U₃O₈ Eq.

● The Mineral Resource is reported using an NSR cut-off of

US$12.08/t, with Buried Lake and the pit constrained portion of Pampa de Arroqui additionally constrained by an optimised open-pit shell.

● The NSR and U₃O₈ equivalent calculations use

metallurgical recoveries of 84.9% for U₃O₈ and 59.5% for V₂O₅, together with the metal-price and selling-cost

assumptions described in Section 11.14 – Reasonable Prospects of Eventual Economic Extraction and Cut-off. The reporting assumptions

include a U₃O₈ price of US$84/lb and a V₂O₅ price of US$5.30/lb.

● U₃O₈ equivalent grade is calculated as: U₃O₈

Eq (ppm) = U₃O₈ (ppm) + V₂O₅ (ppm) × 0.0442.

The MRE is sensitive to the selected NSR cut-off

value, uranium and vanadium prices, metallurgical recoveries, operating-cost assumptions, density assignment and interpretation of the

mineralized domains. The estimate is also influenced by the available sample spacing and data quality, particularly in areas with lower

sample support and where regression-derived unscreened equivalent U₃O₈ values have been used. Blocks estimated using regression-derived

U₃O₈ values have been restricted to the Inferred category, as described in Section 11.13 - Mineral Resource Classification.

The sensitivity analysis presented in Section

11.15 – Sensitivity Analysis, shows how changes in the equivalent U₃O₈ price and corresponding NSR cut-off affect retained

tonnage and average grade. Pampa de Arroqui shows the strongest grade-tonnage response around the selected reporting case, Laguna Salada

also shows a marked response, while Buried Lake is comparatively less sensitive around the selected US$84/lb U₃O₈ reference

price and corresponding US$12.08/t NSR cut-off. These sensitivity cases do not represent alternative mineral resource statements.

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12.0

Mineral Reserve Estimates

This section is not applicable to the Project

at its current stage.

13.0

Mining Methods

This section is not applicable to the Project

at its current stage.

14.0

Processing and Recovery Methods

This section is not applicable to the Project

at its current stage.

15.0

Infrastructure

This section is not applicable to the Project

at its current stage.

16.0

Market Studies

This section is not applicable to the Project

at its current stage.

17.0

Environmental Studies, Permitting and Plans, Negotiations or Agreements with Local Individuals or Groups

This section is not applicable to the Project

at its current stage.

18.0

Capital and Operating Costs

This section is not applicable to the Project

at its current stage.

19.0

Economic Analysis

This section is not applicable to the Project

at its current stage.

20.0

Adjacent Properties

An “adjacent property” is generally

defined as a property: (a) in which the issuer does not have an interest; (b) that has a boundary reasonably proximate to the property

being reported on; and (c) that has geological characteristics similar to those of the property being reported on.

The Authors (QPs) are not aware of any immediately

adjacent properties which would impact the current Project or augment this Report in any way.

21.0

Other Relevant Data and Information

The Authors (QPs) are not aware of any other information

or explanations necessary to make this Report understandable and not misleading.

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22.0

Interpretation and Conclusions

22.1

Overview

The Laguna Salada Project is an advanced uranium-vanadium

exploration project supported by a substantial historical technical database. Exploration completed by previous operators includes airborne

and ground radiometric surveys, geological mapping, pitting, trenching, reverse circulation drilling, downhole radiometric logging, channel

sampling, geochemical sampling, density measurements and metallurgical test work.

The principal Mineral Resource areas are Laguna

Salada, historically referred to as Lago Seco, Pampa de Arroqui, historically referred to as Guanaco, and Buried Lake. The current geological

and Mineral Resource models recognise differences in host stratigraphy, mineralization geometry, grade distribution and sample support

between these areas and consequently treat them as separate estimation domains.

The updated Mineral Resource Estimate confirms

the presence of significant Indicated and Inferred uranium-vanadium Mineral Resources within the Project. The shallow, laterally extensive

geometry of much of the mineralization, together with historical evidence that uranium can be concentrated into a relatively small fine-grained

fraction by beneficiation, represents an important positive characteristic of the Project. However, further work is required to improve

geological and resource confidence, confirm historical metallurgical results and address the technical uncertainties identified in this

Report.

22.2

Property Description

The Laguna Salada Project is located in eastern-central

Chubut Province, Argentina, approximately 260 km southwest of Trelew. The Project comprises 28 mining concessions covering approximately

210,284.45 ha and includes a mixture of Cateos and Manifestaciones de Descubrimiento.

Jaguar Uranium Corp. acquired its interest in

the Project in July 2024. As described in Section 3.11 – Royalties and Obligations, the Project is subject to a 2.0% NSR royalty

held by IsoEnergy Ltd., with Jaguar retaining the right to repurchase 1.0% of the royalty under the terms of the transaction.

Access to the central Project area is considered

suitable for continued exploration activities. Regional infrastructure, services and equipment are available principally from Las Plumas,

Trelew and other regional centres. The Project is located in an arid to semi-arid environment and field activities can generally be undertaken

throughout the year, although weather and road conditions may temporarily affect access.

Surface access, environmental approvals, concession

status and other permitting requirements remain important considerations for future exploration and development activities and should

continue to be maintained and reviewed as the Project advances.

22.3

Geology and Target Type

The Laguna Salada Project is located near the

northern margin of the San Jorge Basin and contains Jurassic volcanic rocks, Cretaceous and Paleogene sedimentary sequences and younger

Quaternary fluvial and alluvial deposits. The currently defined Mineral Resource is principally associated with the younger unconsolidated

sedimentary sequence.

Laguna Salada is interpreted principally as

a shallow surficial uranium-vanadium system in which uranium and vanadium were mobilised by oxidised groundwater and subsequently

concentrated within favourable gravel, sand, carbonate, gypsum-rich and unconformity-related settings. Carnotite is the principal

uranium-vanadium mineral recognised and occurs mainly as fine-grained material within the sandy and silty matrix and as coatings or

partial rinds on grains and gravel clasts.

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The Pampa de Arroqui and Laguna Salada Mineral

Resource areas comprise shallow, laterally extensive and generally sub-horizontal to gently undulating mineralized horizons hosted principally

by the Pleistocene Pampa de Arroqui Formation and Holocene Gran Laguna Salada Formation, respectively. Sedimentary facies, palaeotopography,

carbonate and gypsum distribution and local fine-grained horizons are interpreted to influence the distribution and preservation of mineralization.

Buried Lake represents a geologically distinct

expression of the mineralising system. Mineralization occurs close to the unconformity between the Pampa de Arroqui Formation and the

underlying Salamanca Formation and locally extends from the basal gravel into fractures, bedding surfaces and fine-grained or organic-rich

material within the underlying sedimentary rocks. This geological difference, together with the distinct grade population identified during

exploratory data analysis, supports treatment of Buried Lake as a separate estimation domain.

Additional styles of uranium-vanadium mineralization

occur outside the current Mineral Resource areas. At La Rosada, mineralization occurs within unconsolidated sediment and locally within

altered volcanic basement. This indicates that exploration potential across the wider Property is not restricted to the shallow gravel-hosted

mineralization represented by the current Mineral Resource.

The geological model developed for the current

Mineral Resource Estimate is considered to provide an appropriate framework for the present stage of the Project. Continued geological

mapping, sampling and subsurface testing should nevertheless be used to refine stratigraphic relationships, paleochannel geometry, unconformity

surfaces and possible structural or groundwater controls as additional information becomes available.

22.4

Exploration and Drilling

Historical exploration has demonstrated that ground

radiometric surveying, geological mapping, pitting, trenching and channel sampling are effective methods for identifying and defining

shallow uranium-vanadium mineralization at Laguna Salada. Pitting and trenching are particularly effective because they provide direct

exposure of the mineralized horizon and allow collection of larger and more representative samples from the unconsolidated gravel sequence.

Historical exploration progressed from broad reconnaissance

sampling to approximately 400 m spaced sampling and subsequently to approximately 200 m spacing over mineralized areas, with more closely

spaced sampling locally used to evaluate continuity. This work established broad lateral continuity of mineralization across the principal

Laguna Salada and Pampa de Arroqui areas and provided the principal grade support for the current Mineral Resource Estimate.

A total of 57 reverse circulation holes totalling

1,561 m were completed in 2008. The drilling provided useful geological and downhole radiometric information and helped demonstrate subsurface

continuity, particularly at Buried Lake. However, conventional reverse circulation drilling was not considered an effective method for

representative chemical sampling of the shallow unconsolidated gravel because poor recovery and loss of fine-grained carnotite-bearing

material could introduce sampling bias.

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Consequently, future investigation of

shallow mineralization should continue to prioritise methods capable of obtaining representative bulk or channel samples. Where

mineralization occurs beneath depths that can reasonably be tested by pitting or trenching, particularly at Buried Lake, drilling

techniques capable of recovering representative samples from unconsolidated sediment should be evaluated. Any future drilling method

should be tested against known mineralization before being adopted for systematic Mineral Resource definition.

No drilling completed by Jaguar Uranium Corp.

is included in the current Mineral Resource Estimate.

22.5

Sampling, QA/QC and Data Verification

The historical Laguna Salada database contains

several generations of sampling and includes whole samples, screened samples, paired whole and screened samples, vertical channel samples

collected from pits and trenches, RC samples and later shallow pit and basement samples from La Rosada. Sampling procedures evolved as

understanding of the mineralization improved.

The principal Mineral Resource database is based

primarily on historical pit and trench sampling. A total of 2,146 pits and trenches are represented in the historical resource database,

comprising 1,343 records with whole-sample analytical results only, 309 with screened-sample results only and 494 with paired whole and

screened results. The geological modelling database includes 2,051 trenches, of which 1,917 contained geological information suitable

for lithological interpretation.

Direct unscreened U₃O₈ analytical

values provide the preferred in-situ grade support for the current Mineral Resource Estimate. Where only screened U₃O₈ values

were available, area-specific relationships developed from paired screened and unscreened samples were used to estimate unscreened-equivalent

U₃O₈ grades. These regression-derived values are considered lower-confidence inputs than direct unscreened analytical results

and blocks estimated using regression-derived U₃O₈ values were restricted to the Inferred Mineral Resource category. V₂O₅

was estimated using the selected analytical values in the final estimation dataset and was not subjected to the same screened-to-unscreened

regression workflow.

Historical QA/QC included reference materials,

blanks, field duplicates, pulp duplicates and laboratory internal controls. The available results indicate generally acceptable analytical

performance for the purposes of the current Mineral Resource Estimate, although limitations remain. These include variability in some

historical standards, the absence of certified vanadium values for some standards, variable performance of sampling duplicates related

to the heterogeneous gravel host and analytical issues close to the uranium detection limit in parts of the later La Rosada dataset.

The QPs reviewed the historical drilling, sampling,

assay and supporting technical data. Simon Mortimer also reviewed the database and laboratory documentation used for geological modelling

and Mineral Resource estimation and did not identify material errors that would prevent use of the data. The QPs consider the available

information suitable for the purposes of the current Report and Mineral Resource Estimate, subject to the limitations described herein.

Future exploration programs should use documented

modern QA/QC protocols and should continue to verify the historical database through independent or confirmatory sampling where practicable.

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22.6

Metallurgical Test Work

Historical metallurgical test work completed on

material from Guanaco and Lago Seco indicates that the Laguna Salada mineralized gravels have favourable beneficiation characteristics.

Uranium and, to a lesser extent, vanadium are preferentially concentrated within the fine-grained component of the gravel, allowing a

substantial proportion of the coarse material to be rejected before hydrometallurgical treatment.

At Guanaco, historical wet scrubbing and screening

tests indicated that up to approximately 88% of the uranium and 39% of the vanadium could report to the minus 150 µm fraction, which

represented approximately 8% of the original gravel mass. At Lago Seco, up to approximately 96% of the uranium and 61% of the vanadium

reported to the same fine fraction, representing approximately 26% of the original mass.

Historical test work also demonstrated that the

beneficiated fine material is amenable to alkaline leaching. Uranium leach extractions of approximately 96% for Guanaco and 99% for Lago

Seco were reported in individual alkaline leach tests, with vanadium extraction of approximately 71%. However, historical process recovery

estimates after beneficiation, leaching, precipitation and refining were lower and were estimated at approximately 78.7% uranium and 14.7%

vanadium for Guanaco and 70.5% uranium and 20.4% vanadium for Lago Seco.

Gypsum remains an important metallurgical consideration.

Lago Seco material contains more gypsum than Guanaco material, although the coarser and more crystalline Lago Seco gypsum has historically

been more amenable to rejection during beneficiation. Residual gypsum may increase alkaline reagent consumption and complicate sulphate

management.

No new metallurgical test work has been completed

by Jaguar Uranium Corp. The metallurgical recovery factors used in the RPEEE assessment in Section 11.0 – Mineral Resource Estimates,

are therefore preliminary economic assumptions and should not be interpreted as demonstrated current overall process recoveries. Fresh,

representative metallurgical samples from the principal Mineral Resource areas are required to confirm beneficiation performance, uranium

and vanadium recovery, gypsum rejection, reagent consumption, water chemistry, solid-liquid separation behaviour and the preferred downstream

process route before more advanced economic evaluation.

22.7

Mineral Resource EstimateS

The current Mineral Resource Estimate represents

a material advancement in the geological and quantitative evaluation of the Laguna Salada Project. The estimate incorporates updated geological

and mineralization models for the Laguna Salada, Pampa de Arroqui and Buried Lake areas and estimates U₃O₈ and V₂O₅

separately within each of these domains.

Ordinary Kriging was used as the principal estimation

method within an effective two-dimensional interpolation framework designed to reflect the shallow, thin and laterally extensive geometry

of the mineralized horizons. Nearest Neighbour estimates, statistical comparisons, visual validation and swath plots were used to assess

the performance of the Ordinary Kriging estimate. Domain-specific density values were used for tonnage estimation.

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The Mineral Resource has been classified into

Indicated and Inferred categories. No Measured Mineral Resources have been classified. Classification considered geological confidence,

sample distribution and support, data quality, grade continuity, variography, QKNA results, estimation pass and block-model validation.

Sampling density and estimation performance do not presently support a Measured classification. Buried Lake contains higher uranium and

vanadium grades than the other principal areas but also has sparser sample support, greater uranium grade variability and weaker QKNA

performance, and classification in this area was consequently applied cautiously.

At an NSR cut-off of US$12.08/t, the Project contains:

● 21.1 Mt of Indicated Mineral Resources grading 90 ppm U₃O₈

and 665 ppm V₂O₅, equivalent to 119 ppm U₃O₈ Eq. This material contains approximately 1,900 t U₃O₈,

14,100 t V₂O₅ and 2,530 t U₃O₈ Eq.

● 34 Mt of Inferred Mineral Resources grading 137 ppm U₃O₈

and 755 ppm V₂O₅, equivalent to 170 ppm U₃O₈ Eq. This material contains approximately 4,600 t U₃O₈,

26,000 t V₂O₅ and 5,700 t U₃O₈ Eq.

The complete Mineral Resource Statement with notes

is provided in Table 11-26.

Laguna Salada and Pampa de Arroqui contribute

both Indicated and Inferred Mineral Resources. A separate pit constrained reporting component is included for Pampa de Arroqui and Buried

Lake. Buried Lake represents an important component of the uranium inventory and has the highest average U₃O₈ grades of the

three principal Mineral Resource areas. The pit constrained Buried Lake Mineral Resource includes 0.576 Mt of Indicated material grading

205 ppm U₃O₈ and 14 Mt of Inferred material grading 192 ppm U₃O₈.

Reasonable prospects for eventual economic extraction

were assessed using a potential open-pit mining scenario and an NSR approach that recognises contributions from both uranium and vanadium.

Mineral Resources are reported above an NSR cut-off of US$12.08/t. Buried Lake and the pit constrained component of Pampa de Arroqui were

additionally constrained using an optimised pit shell. The reporting assumptions include a U₃O₈ price of US$84/lb and a V₂O₅

price of US$5.30/lb. The assumptions used to demonstrate RPEEE are preliminary and are appropriate for Mineral Resource reporting; they

do not constitute Mineral Reserve modifying factors or demonstrate economic viability.

Validation indicates that the block model reasonably

reproduces the overall grade tenor and broad spatial distribution of the informing data. At the overall model scale, the mass-weighted

Ordinary Kriging U₃O₈ mean is approximately 3.66% lower than the corresponding input composite mean, while the V₂O₅

block-model mean is approximately 1.91% higher. Visual and swath-plot validation also indicate that the Ordinary Kriging estimate reproduces

the principal spatial grade trends while showing the degree of smoothing expected from block estimation.

The Mineral Resource remains sensitive to the

selected NSR cut-off, metal prices, metallurgical recoveries, operating costs, density assumptions, mineralized-domain interpretation,

sample spacing and quality of the historical data. The sensitivity analysis indicates that Pampa de Arroqui shows the strongest grade-tonnage

response around the selected reporting case, Laguna Salada also shows a marked response, while Buried Lake shows a comparatively flatter

response around the selected US$84/lb U₃O₈ reference price and corresponding US$12.08/t NSR cut-off. The sensitivity cases

do not represent alternative Mineral Resource Statements. These sensitivities do not invalidate the estimate but define important areas

for future technical work.

Mineral Resources are not Mineral Reserves and

do not have demonstrated economic viability. The quantity and grade of Inferred Mineral Resources are subject to greater uncertainty than

Indicated Mineral Resources and should not be assumed to convert to a higher classification through future exploration.

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22.8

Risks and Uncertainties

The principal technical uncertainties affecting

the Project arise from the historical nature and variable support of the database, the physical characteristics of the mineralization

and the current level of metallurgical and engineering information.

The Mineral Resource Estimate relies

substantially on historical exploration and sampling data collected using several different methods. Although these data have been

reviewed and are considered suitable for the current estimate, the heterogeneous and unconsolidated character of the mineralized

gravel creates an inherent risk of sample variability and representativity. Conventional RC drilling has demonstrated poor recovery

in these materials and is not considered equivalent to the larger-volume pit and trench samples that provide the principal grade

support.

The use of regression-derived unscreened-equivalent

U₃O₈ values introduces an additional source of uncertainty where direct unscreened analytical results are unavailable. The

strength of the screened-to-unscreened relationship varies between the mineralized areas, particularly at Pampa de Arroqui and Buried

Lake. This uncertainty has been addressed partly by flagging the calculated values and restricting blocks estimated using regression-derived

U₃O₈ data to the Inferred category.

Mineral Resource confidence is also affected by

sample spacing and uneven sample support. This is most evident at Buried Lake, where uranium grades are higher but sample density is lower

and grade variability is greater. Additional sampling is required to better define grade continuity and potentially improve classification

in this area. Density support is also less extensive in the Salamanca Formation and Buried Lake-related units than in the principal Pampa

de Arroqui and Laguna Salada units.

Metallurgical uncertainty remains significant

because the available test work is historical. Although the historical work demonstrates favourable beneficiation characteristics, fresh

representative material is required to verify beneficiation response, uranium and particularly vanadium recovery, gypsum management and

reagent consumption. The economic assumptions used to demonstrate RPEEE, including metal prices, recoveries, mining and processing costs

and pit optimisation parameters, should therefore be regarded as preliminary and should be updated as project-specific metallurgical and

engineering data improve.

Surface access, mineral tenure, environmental

approvals, IIA status, community and landholder agreements, royalties and other permitting requirements also require continuing management

as exploration advances. These matters should be confirmed using current legal and regulatory information before implementation of future

field programs or more advanced development studies.

The Project has no Mineral Reserves, and no conclusion

regarding economic viability can presently be made from the Mineral Resource Estimate alone.

22.9

EXPLORATION OPPORTUNITIES

The updated geological and Mineral Resource models

identify several opportunities for increasing both the size and confidence of the current Mineral Resource.

Within the existing Mineral Resource areas, the

principal opportunity is to improve sample support and test extensions of known mineralization. Additional infill sampling across areas

currently classified as Inferred may provide sufficient geological and grade support for future conversion to Indicated Mineral Resources

where continuity is confirmed. Expansion sampling around the margins of the existing Laguna Salada and Pampa de Arroqui domains may also

identify extensions to shallow mineralization.

Buried Lake represents a particularly important

exploration opportunity because it contains higher average uranium and vanadium grades than the other principal domains and remains less

densely sampled. Additional representative subsurface sampling along the Pampa de Arroqui-Salamanca unconformity would help establish

the lateral continuity and limits of this mineralization and improve confidence in the geological and grade model.

Within the Laguna Salada area, higher-grade

uranium values identified in the northern part of the modelled mineralization provide an additional target for follow-up and are

recommended for infill sampling program. At Pampa de Arroqui, the interpreted southwest-northeast distribution of mineralization and

areas where the modelled horizon narrows or approaches current sampling limits provide further opportunities to test geological and

grade continuity.

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Beyond the current Mineral Resource areas, La

Susana and La Rosada remain important exploration targets. At La Rosada, mineralization identified within both unconsolidated sediment

and altered volcanic basement indicates potential for more than one exploration target style. Additional geological mapping, radiometric

surveying, systematic geochemical sampling and representative subsurface testing are required to determine whether these occurrences have

sufficient continuity and scale to support future resource evaluation.

The broader Project area also remains prospective

for additional shallow gravel-hosted, paleochannel-related and unconformity-related uranium-vanadium mineralization. Future exploration

should integrate geological mapping, surface radiometrics, sedimentary and paleotopographic interpretation, geochemistry and appropriately

selected sampling methods to prioritise these targets.

23.0

Recommendations

The Authors consider that continued exploration

and technical evaluation of the Laguna Salada Uranium-Vanadium Project is warranted. The current Mineral Resource Estimate defines Indicated

and Inferred Mineral Resources within the Laguna Salada, Pampa de Arroqui and Buried Lake areas and identifies opportunities to improve

Mineral Resource confidence and test extensions to known mineralization.

The principal recommendation is a targeted infill

sampling program designed to improve sample coverage within the current Mineral Resource, confirm geological and grade continuity and

provide additional support for future Mineral Resource classification. The program should combine pitting and trenching in the shallow

Laguna Salada and Pampa de Arroqui areas with representative subsurface drilling at Buried Lake. Supporting geological, radiometric, density,

metallurgical, environmental and technical work should be undertaken alongside the infill program where practical.

The recommended work is divided into an Immediate

Priority Work Program (Table 23-1) and Conditional Follow-On Work (Table 23-2). The immediate program has an indicative budget of approximately

US$1.925M, including a 10% contingency. The scope of the conditional follow-on program (US$1.76M) should be reviewed after the results

of the immediate work are available. The total for the 2-stage recommended program is US$3.685 million.

The budget presented in Table 23-1 is an indicative

planning estimate for the main recommended program. The allocation between individual work components may be adjusted during detailed

program design, provided that the principal objectives of the infill program are maintained.

Table 23.1 Recommended Immediate Priority Work Program for the Laguna

Salada Project.

Work Component

Recommended Scope

Indicative

Budget (US$)

Pampa de Arroqui and Laguna Salada infill pitting/trenching

Approximately 250 new pits/trenches, mainly targeting approximately 200 m coverage with selected approximately 100 m infill

400,000

Buried Lake infill drilling

Approximately 1,500 m sonic/vibrosonic/ auger drilling, approximately 100 to 150 holes, including drilling-method verification and downhole logging

500,000

Assaying, QA/QC, confirmatory sampling and density

U₃O₈ and V₂O₅ assays, standards, blanks, duplicates, check assays, paired samples and targeted density measurements

175,000

Geological modelling and Mineral Resource update

Database integration, geological interpretation, radiometric calibration, model update and updated MRE

175,000

Metallurgical variability and vanadium recovery

Representative sampling and bench-scale beneficiation/leach testing

200,000

Permitting, environmental, hydrogeological and geotechnical support

Required supporting field and baseline activities

150,000

Field supervision, equipment and logistics

Field personnel, vehicles, equipment, mobilisation and general Project support

150,000

Sub-total:

1,750,000

Contingency (10%):

175,000

Total (US$):

1,925,000

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Table 23.2. Recommended Staged Work Program and Budget, including the

Conditional Follow-on Work Plan.

Program

Timing

Indicative

Budget (US$)

Immediate Priority Work Program, including targeted infill sampling and drilling

Immediate

1,925,000

Further Mineral Resource conversion and near-resource expansion

Conditional follow-on

650,000

La Susana, La Rosada and regional exploration

Conditional follow-on

300,000

Advanced metallurgical testing, pilot work and bulk sampling/trial mining

Conditional follow-on

450,000

Subsequent Mineral Resource, RPEEE and economic evaluation

Conditional follow-on

200,000

Conditional Follow-On Work Sub-total:

1,600,000

Contingency on Conditional Follow-On Work (10%):

160,000

Conditional Follow-On Work Total:

1,760,000

Total Recommended 2-Stage Program (US$):

3,685,000

The US$1.925 million Immediate Priority Work Program

is the recommended commitment at the present stage. The additional US$1.76 million shown for conditional follow-on work is a planning

allowance and should only be committed after review of the infill results and updated Mineral Resource model. The scope and budget of

later work should be adjusted to reflect the results obtained and the priorities identified at that time.

23.1

Program Implementation, Prioritisation and Budget

The recommended program should be implemented

progressively, with the Mineral Resource infill program forming the principal immediate recommendation. Initial work should focus on detailed

selection of infill locations, confirmation of access and permitting, mobilisation of pitting and drilling contractors and completion

of the approximately 250 surface infill locations and 1,500 m Buried Lake drilling program described in Section 23.2.4 - Mineral Resource

Infill Sampling Program.

Geological modelling, QA/QC, density measurements,

radiometric calibration and metallurgical sampling should be integrated with the infill program so that the same field activities provide

several types of information wherever practical. Following completion and validation of the new data, the geological model and Mineral

Resource Estimate should be updated before a larger follow-on resource program is committed.

Conditional follow-on work should initially focus

on further conversion and expansion of the existing Laguna Salada, Pampa de Arroqui and Buried Lake Mineral Resources. Exploration at

La Susana, La Rosada and other regional targets may proceed where justified by results, permitting, access and available budget. Advanced

metallurgical testing, pilot work, bulk sampling, trial mining and further economic evaluation should be undertaken as the Project develops

and sufficient supporting information becomes available.

23.2

Immediate Priority Work

23.2.1

Permitting, Land Access and Future Mining Method Review

Before the recommended field program is undertaken,

Jaguar Uranium Corp. should confirm that the required exploration approvals, environmental requirements and surface-access arrangements

are in place for the proposed pitting, trenching and drilling activities. Engagement with relevant landholders and regulatory authorities

should continue as the program develops.

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The regulatory requirements applicable to any

future extraction method should also continue to be reviewed. The current Mineral Resource Estimate uses a conceptual open-pit scenario

to demonstrate reasonable prospects for eventual economic extraction, but this does not represent selection or approval of a particular

mining method. Future technical and economic studies should therefore consider extraction methods that have both a reasonable technical

basis and an appropriate regulatory pathway.

23.2.2

Database Verification and Confirmatory Sampling

Database verification should be incorporated into

the infill program so that new results can be compared with selected historical sampling locations. Verification sites should include

a representative range of U₃O₈ and V₂O₅ grades, geological units and mineralization styles within Laguna Salada,

Pampa de Arroqui and Buried Lake. Where practical, new pits, trenches or drill holes should be positioned close to selected historical

locations without directly resampling previously disturbed material.

Whole, unscreened samples should remain the preferred

sample type for determining in-situ grade. Selected paired screened and unscreened samples should also be collected, particularly at Pampa

de Arroqui and Buried Lake, to further assess the relationship between the two sample types and reduce reliance on regression-derived

unscreened-equivalent U₃O₈ grades where possible.

The program should include suitable certified

reference materials for uranium and vanadium, blanks, field duplicates, preparation duplicates and pulp duplicates, together with selected

independent laboratory check analyses. The database should be validated before incorporation of the new results into future geological

and Mineral Resource models.

23.2.3

Geological Model, Grade Variability and Radiometric Calibration

The geological and mineralization models should

be progressively updated as new pitting, trenching and drilling information becomes available. Particular attention should be given to

the geometry of the Quaternary gravel units, paleochannels, erosional surfaces and the Pampa de Arroqui-Salamanca Formation unconformity,

together with variations in grain size, gypsum, carbonate and fine-grained material that may influence mineralization.

At Pampa de Arroqui, infill work should test continuity

along the interpreted mineralized trends and in areas where the current model is supported by wider-spaced sampling. At Laguna Salada,

the program should improve coverage around existing Inferred Mineral Resources and test continuity of higher-grade areas and nearby extensions.

At Buried Lake, drilling should improve the interpretation of the mineralized unconformity and test continuity beneath the mesa.

Selected parts of the infill program should use

closer-spaced sampling to assess short-range changes in grade and mineralized thickness. This information should be used to improve understanding

of local variability and provide useful information for future assumptions regarding mining selectivity, dilution and grade control.

Downhole gamma logging should be completed during

the Buried Lake drilling program where practical. Radiometric results should be compared with chemical U₃O₈ assays to establish

the reliability of the relationship between gamma response and uranium grade and to assess possible radiometric disequilibrium.

Caracle Creek Chile SpA Page 186 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

23.2.4

Mineral Resource Infill Sampling Program

A targeted infill program is recommended within

the Laguna Salada, Pampa de Arroqui and Buried Lake Mineral Resource areas. The program should focus primarily on Inferred Mineral Resources

adjacent to or between existing Indicated areas and on locations where additional sampling has a reasonable opportunity to improve confidence

in geological and grade continuity. The program should not apply a uniform grid across the entire Mineral Resource.

At Pampa de Arroqui and Laguna Salada, approximately

250 new pits and trenches are recommended. These should primarily infill wider-spaced areas towards a nominal spacing of approximately

200 m, with selected sampling at approximately 100 m spacing where additional information is required to confirm short-range continuity

or grade variability. The final distribution of the 250 locations should be determined from the current Mineral Resource classification,

geological interpretation and sample-support maps. Pitting and trenching should continue to provide whole, unscreened channel samples

through the mineralized horizon, with selected paired screened samples collected for verification purposes.

At Buried Lake, where the mineralized

unconformity generally lies beyond the practical depth of surface pitting, approximately 1,500 m of sonic or vibrosonic drilling is

recommended. Based on anticipated hole depths of approximately 10 m to 15 m, this would represent approximately 100 to 150 drill

holes. Drilling should initially target Inferred areas close to existing sample support and should generally aim for an effective

spacing of approximately 100 m, depending on local geology and grade variability. The drilling method should be capable of

recovering representative material from the unconsolidated gravel and underlying Salamanca Formation without significant loss of the

fine fraction.

The first part of the Buried Lake program should

include a drilling-method verification test close to existing trench or historical drill locations. The larger program should proceed

once satisfactory sample recovery and geological representation have been demonstrated. Downhole gamma logging, chemical assaying and

geological logging should be completed together where practical.

Additional density measurements should be collected

from Buried Lake and other material types that are not well represented in the existing density dataset. A broad new Project-wide density

campaign is not considered necessary.

The proposed sample spacing should be treated

as a program-design guide rather than a fixed classification criterion. Final Mineral Resource classification should continue to consider

geological continuity, data quality, grade continuity, sample distribution, variography and estimation performance in addition to sample

spacing.

Following completion of the infill program, the

new data should be incorporated into an updated geological model and Mineral Resource Estimate to assess the extent to which Mineral Resource

confidence has improved and whether selected Inferred Mineral Resources can be converted to the Indicated category.

23.2.5

Metallurgical Variability and Vanadium Recovery

Fresh representative metallurgical samples should

be collected as part of the infill program from Laguna Salada, Pampa de Arroqui and Buried Lake. Historical test work demonstrated that

uranium and vanadium can be preferentially concentrated into the finer-grained fraction through wet scrubbing and screening, and the new

program provides an opportunity to confirm how this behaviour varies across the current mineral resource.

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

Testing should examine the relationship between

U₃O₈ and V₂O₅ grade, grain size, fines content, gypsum, carbonate and clay content and their effect on beneficiation

and metal recovery. Bench-scale work should include wet scrubbing, screening, mass rejection, uranium and vanadium distribution, alkaline

leaching and reagent consumption.

Vanadium recovery should receive particular attention

because V₂O₅ contributes to the current NSR calculation. The program should provide additional information on achievable vanadium

recovery and its potential contribution to future Project economics.

23.2.6

Hydrogeology and Water Chemistry

Basic hydrogeological and water-quality information

should continue to be collected alongside the field program. The immediate work should focus on identifying potential surface and groundwater

sources and obtaining representative water-quality information relevant to future beneficiation and metallurgical test work.

A large production-water investigation is not

required as part of the immediate infill program. More detailed hydrogeological drilling, pumping tests and water-balance studies should

be considered at a later stage if the Project advances towards more detailed economic evaluation.

23.2.7

Preliminary Mining and Geotechnical Information

The new pits, trenches and drill holes should

be used to collect basic geotechnical and material-handling observations where practical. Information should include material competency,

natural slope behaviour, moisture conditions, ease of excavation, groundwater conditions and differences between unconsolidated gravel

and underlying sedimentary units.

This information will provide useful support for

future assessment of shallow extraction methods, minimum mining thickness, selectivity, dilution and mining recovery. Detailed mine design

or trial mining is not considered part of the immediate infill program.

23.2.8

Environmental, Social and Radiological Baseline

Environmental and social baseline work should

continue alongside the infill program. Relevant information should progressively be collected on surface and groundwater, soils, vegetation,

fauna, archaeology and other matters required under the applicable regulatory framework.

Because Laguna Salada is a uranium project, appropriate

radiological baseline measurements should also be collected in mineralized and background areas. Engagement with surface-rights holders

and local communities should continue as exploration progresses, with access arrangements and planned disturbance addressed before field

activities are undertaken.

23.3

Conditional Follow-On Work

Conditional follow-on work should be determined

from the results of the immediate infill and resource-definition program. Priority should be given to activities that demonstrate a reasonable

opportunity to further improve mineral resource confidence, expand the existing mineral resource or provide information required for the

next stage of Project evaluation.

Caracle Creek Chile SpA Page 188 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

23.3.1

Further Mineral Resource Conversion and Expansion

Following review of the initial infill program,

additional sampling should be undertaken where results demonstrate good geological and grade continuity and where further work has a reasonable

opportunity to improve mineral resource classification.

Expansion sampling should also test favourable

mineralized trends beyond the existing Laguna Salada, Pampa de Arroqui and Buried Lake mineral resource boundaries. Priority should initially

be given to areas immediately adjacent to the current mineral resource, where extensions can be tested efficiently using the updated geological

interpretation.

At Buried Lake, further sonic or vibrosonic drilling

should be considered if the immediate program confirms continuity of the mineralized unconformity beneath the mesa. At Laguna Salada and

Pampa de Arroqui, additional pitting or trenching should test mineralization extending beyond the current sample coverage.

23.3.2

Additional Property Exploration – La Susana and La Rosada

Beyond the current Laguna Salada, Pampa de Arroqui

and Buried Lake mineral resource areas, La Susana and La Rosada represent additional exploration opportunities elsewhere on the Property.

These prospects are not included in the current mineral resource Estimate and should be ranked against opportunities to expand the existing

mineral resource.

At La Susana, geological mapping, ground radiometric

surveying and representative pitting or trenching should be used to better define the extent, thickness and grade of shallow uranium-vanadium

mineralization. Exploration should progress to closer-spaced sampling where results demonstrate sufficient continuity, with an initial

mineral resource estimate considered if adequate geological and analytical support is established.

At La Rosada, sediment-hosted mineralization should

continue to be evaluated through mapping, radiometric surveying and representative sampling. Basement-hosted mineralization should be

treated as a separate exploration target focused on altered volcanic rocks, mineralized fractures and possible structural controls. Targeted

drilling may be considered where coherent bedrock targets are defined.

23.3.3

Regional Exploration

Regional exploration should continue to identify

additional shallow gravel-hosted, paleochannel-related and unconformity-related uranium-vanadium targets across the wider Property. Initial

work should use relatively low-cost geological mapping, radiometric surveying, paleodrainage interpretation, geochemical sampling and

remote sensing.

Targets should be ranked before more expensive

pitting, trenching or drilling is undertaken. Near-resource targets should generally receive priority where they provide a clearer opportunity

to add to the existing mineral resource.

23.3.4

Pilot Testing, Bulk Sampling and Trial Mining

If bench-scale metallurgical testing confirms

favourable and reasonably consistent beneficiation and recovery performance, larger-scale pilot testing should be considered to confirm

mass rejection, uranium and vanadium recovery, gypsum rejection, water and reagent consumption and material-handling behaviour.

Bulk sampling or controlled trial mining should

only be considered after sufficient progress has been made in resource definition, metallurgical testing and review of the future mining

and regulatory pathway. Such work could then be used to assess practical excavation, minimum mining thickness, dilution, mining recovery,

grade reconciliation and material handling while providing larger representative samples for processing tests.

23.3.5

Subsequent Mineral Resource and Economic Evaluation

Following completion of any further mineral resource

conversion, expansion and exploration work, the Mineral Resource Estimate should be reviewed and, where warranted, updated to incorporate

the additional validated sampling, drilling, density and geological information. The associated RPEEE assessment should also be reviewed

using the most current Project-specific technical and economic information available at that time.

If the results of the recommended work continue

to support advancement of the Project, Jaguar should consider an economic study appropriate to the level of technical confidence, with

progression towards a Pre-Feasibility Study where sufficient supporting information has been developed.

Caracle Creek Chile SpA Page 189 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

24.0

References

Ardolino, A.A., Panza, J.L., Ylláñez,

E.D., Parisi, C. & Franchi, M. (2003). Hoja Geológica 4566-I, Garayalde, provincia del Chubut. Instituto de Geología

y Recursos Minerales, Servicio Geológico Minero Argentino (SEGEMAR), Boletín 264, 84 p., Buenos Aires. Programa Nacional

de Cartas Geológicas de la República Argentina, escala 1:250 000 (map).

Canadian Securities Administrators

(2011). Form 43-101F1, Technical Report. CSA, June 24, 2011.

Canadian Securities Administrators

(2011). National Instrument 43-101, Standards of Disclosure for Mineral Projects. CSA, June 24, 2011.

CIM (2014). CIM Definition Standards

for Mineral Resources and Mineral Reserves (adopted May 10, 2014). Canadian Institute of Mining, Metallurgy and Petroleum, CIM Council.

CIM (2019). CIM Estimation of Mineral

Resources and Mineral Reserves Best Practice Guidelines (adopted November 29, 2019). Canadian Institute of Mining, Metallurgy and Petroleum,

CIM Council.

Inwood and Goode (2011). Laguna Salada

Project, Chubut Province, Argentina: NI 43-101 Technical Report, Laguna Salada Initial Resource Estimate. Coffey Mining Pty Ltd., 121p.

IsoEnergy Ltd. (2024). IsoEnergy Announces

Strategic Sale of its Argentina Portfolio. News release, 22 July 2024. Retrieved from https://www.isoenergy.ca/news-media/news/isoenergy-announces-strategic-sale-of-its-argentina-portfolio.

JORC (2012). Australasian Code for

Reporting of Exploration Results, Mineral Resources and Ore Reserves (The JORC Code), 2012 Edition. Prepared by the Joint Ore Reserves

Committee of the Australasian Institute of Mining and Metallurgy, Australian Institute of Geoscientists and Minerals Council of Australia.

Effective 20 December 2012.

Miller, O.D.W. (2024). NI 43-101 Technical

Report on the Laguna Salada Uranium-Vanadium Project, Chubut Province, Argentina. Prepared for IsoEnergy Ltd., effective date 31 January

2024, 184p.

SGS (2011). Mineralogical and Chemical

Characterisation of Samples from the Laguna Salada Project, Argentina. SGS Report Project 12297-001 MI5033: 9p.

SGS (2012). Mineralogical and Chemical

Characterisation of Samples from the Laguna Salada Project, Argentina, to Determine the Occurrence of Uranium and Vanadium – Bearing

Minerals. SGS Report Project 12297-001 MI5033: 9p.

SGS (2013). The Recovery of Uranium

and Vanadium from the Laguna Salada Project, Argentina. SGS Report Project 12297-001/-003: 84p.

Tenova (2014). Preliminary Economic

Assessment of the Laguna Salada Uranium-Vanadium Deposit, Chubut Province, Argentina. Prepared by Tenova Mining & Minerals for U3O8

Corp., 18 September 2014, Report No. M6088.A-0760-001, Rev. 1.

Toens, P.D., Hambleton-Jones, B.B.

(1984). Definition and classification of surficial uranium deposits, SURFICIAL URANIUM DEPOSITS REPORT OF THE WORKING GROUP ON URANIUM

GEOLOGY ORGANIZED BY THE INTERNATIONAL ATOMIC ENERGY AGENCY.

Warr, L.N. (2021). IMA-CNMNC approved

mineral symbols. Mineralogical Magazine, 85(3), 291-320.

Spencer, R.M and

Cleath, R. (2010). The Geology and Uranium Mineralization of the Laguna Salada Project, Chubut Province, and exploration strategies for

exploration of earlier-stage properties in Argentina. NI 43-101 Technical Report, 95p.

World Nuclear Association, 2009. Uranium

Deposit Types. www.world-nuclear.org

Caracle Creek Chile SpA Page 190 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

25.0

Reliance on Information Provided by the Registrant

This Report has been prepared by Caracle Creek

Chile SpA (Caracle) and Atticus Geoscience Consulting Ltd. (Atticus) for the Issuer Jaguar Uranium Corp. The information, conclusions,

opinions, and estimates contained herein are based on:

● Information available to Caracle and Atticus at the time

of preparation of this TRS.

● Assumptions, conditions, and qualifications as set forth

in this TRS.

● Data, reports, and other information supplied by Jaguar and

other third party sources.

For the purpose of this TRS, the Authors (QPs)

have relied on ownership information provided by Jaguar. The Authors have not relied on any other report, opinion or statement of another

expert who is not a qualified person, or on information provided by the Issuer concerning legal, political, environmental or tax matters

relevant to this Report.

The Qualified Persons have taken all appropriate

steps, in their professional opinion, to ensure that the above information from Jaguar is sound.

Except as provided by applicable laws, any use

of this TRS by any third party is at that party’s sole risk.

Caracle Creek Chile SpA Page 191 of 194

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S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

26.0

Date and Signature Page

The Report titled, “S-K 1300 Mineral Resource

Estimate on the Laguna Salada Uranium-Vanadium Deposit and Technical Report Summary for the Laguna Salada Uranium-Vanadium Project”,

issued 16 October 2026, with Mineral Resource Estimate and Report effective 5 October 2026, was prepared for Jaguar Uranium Corp. by Caracle

Creek Chile SpA and Atticus Geoscience Consulting Ltd., and authored by the following:

Dr. Scott Jobin-Bevans is responsible for Sections

2.0 to 7.0, 9.0, 10.0 and 12.0 to 25.0, and sub-sections 1.1 to 1.13, 1.15 and 1.16. Mr. Simon Mortimer is responsible for Sections 8.0,

9.0, 11.0, 21.0 to 23.0 and 25.0, and sub-sections 1.1.4, 1.14, 1.15, 1.16, 2.4, 3.12 and 7.1.4.

/s/ Scott Jobin-Bevans

Scott Jobin-Bevans (P.Geo., Ph.D., PMP)

Principal Geoscientist

Caracle Creek Chile SpA

/s/ Simon Mortimer

Simon J.A. Mortimer (FAIG, M.Sc.)

Professional Geologist

Atticus Geoscience Consulting Ltd.

Dated: 16 October 2026

Caracle Creek Chile SpA Page 192 of 194

Jaguar Uranium Corp.: Laguna Salada Uranium-Vanadium Deposit

S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

CERTIFICATE OF QUALIFIED PERSON

Scott Jobin-Bevans (P.Geo., Ph.D.)

I, Scott Jobin-Bevans, P.Geo., do hereby certify

that:

1. I am an independent consultant and the Managing Director and Principal Geoscientist with Caracle Creek

Chile SpA, with an office at Benjamin 2935, Office 302, Las Condes, Santiago, Chile.

2. I graduated from the University of Manitoba (Winnipeg, Manitoba), BSc. Geosciences (Hons) in 1995 and

from the University of Western Ontario (London, Ontario), Ph.D.. (Geology) in 2004.

3. I am a registered member, in good standing, of the Professional Geoscientists of Ontario (PGO), License

Number 0183 (since June 2002).

4. I have practiced my profession continuously for more than 30 years, having worked mainly in mineral exploration

but also having experience in mine site geology, mineral resource and reserve estimations, preliminary economic assessments, pre-feasibility

studies, due diligence, valuation and evaluation reporting. I have authored, co-authored or contributed to numerous NI 43-101 and JORC

Code reports on a multitude of commodities including nickel-copper-platinum group elements, base metals, gold, silver, vanadium, and lithium

projects in Canada, the United States, China, Central and South America, Europe, Africa, and Australia.

5. I have read the definition of “Qualified Person” set out in Securities and Exchange Commission

S-K regulations (“S-K 1300”) and certify that by reason of my education, affiliation with a professional association (as defined

in S-K 1300) and past relevant work experience, I fulfill the requirements to be a “Qualified Person” for the purposes of

S-K 1300.

6. I am responsible for sections 2.0 to 7.0; 9.0; 10.0; and 12.0 to 25.0 and sub-sections 1.1 to 1.13, 1.15,

and 1.16, in the technical report titled, “S-K 1300 Mineral Resource Estimate on the Laguna Salada Uranium-Vanadium Deposit and

Technical Report Summary for the Laguna Salada Uranium-Vanadium Project”, issued 16 October 2026, with Mineral Resource Estimate

and Report effective 5 October 2026 (the “Technical Report Summary”).

7. I visited the Laguna Salada Uranium-Vanadium Project, the subject of the Technical Report Summary, for

1 day on 12 May 2026.

8. I am independent of Jaguar Uranium Corp. (the Issuer).

9. I have not had any prior involvement with the Laguna Salada Uranium-Vanadium Project, the subject of the

Technical Report Summary.

10. I have read S-K 1300 and confirm the Technical Report Summary has been prepared in compliance with that

instrument and form.

11. As of the effective date of the Technical Report Summary, to the best of my knowledge, information and

belief, the Sections of the Technical Report Summary for which I am responsible contain all scientific and technical information that

is required to be disclosed to make the Technical Report Summary not misleading.

Signed at Santiago, Chile this 16th

day of October 2026.

/s/ Scott Jobin-Bevans

Scott Jobin-Bevans (P.Geo. #0183, Ph.D., PMP)

Caracle Creek Chile SpA Page 193 of 194

Jaguar Uranium Corp.: Laguna Salada Uranium-Vanadium Deposit

S-K 1300 Mineral Resource Estimate and Technical Report Summary 16 October 2026

CERTIFICATE OF QUALIFIED PERSON

Simon Mortimer (FAIG, M.Sc.)

I, Simon James Atticus Mortimer, FAIG, do hereby

certify that:

1. I am a Professional Geologist with Atticus Geoscience Consulting Ltd., with an address at Tremough Innovation

Centre, SF030 Penryn, Cornwall, United Kingdom.

2. I graduated from the University of St. Andrews, Scotland, with a B. Sc. in Geoscience in 1995 and from

the Camborne School of Mines with a M.Sc. in Mining Geology in 1998.

3. I am a registered Professional Geoscientist, practicing as a member of the Australasian Institute of Mining

and Metallurgy (#300947) and the Australian Institute of Geoscientists (FAIG #7795).

4. I have worked as a geoscientist in the minerals industry for over 20 years and I have been directly involved

in the mining, exploration, and evaluation of mineral properties mainly in Peru, Chile, Argentina, Brazil, and Colombia for precious and

base metals.

5. I have read the definition of “Qualified Person” set out in Securities and Exchange Commission

S-K regulations (“S-K 1300”) and certify that by reason of my education, affiliation with a professional association (as defined

in S-K 1300) and past relevant work experience, I fulfill the requirements to be a “Qualified Person” for the purposes of

S-K 1300.

6. I am responsible for sections 8.0; 9.0; 11.0; 21.0 to 23.0; and 25.0 and sub-sections 1.1.4, 1.14 to 1.16;

2.4; 3.12; and 7.1.4, in the technical report titled, “S-K 1300 Mineral Resource Estimate on the Laguna Salada Uranium-Vanadium

Deposit and Technical Report Summary for the Laguna Salada Uranium-Vanadium Project”, issued 16 October 2026, with Mineral Resource

Estimate and Report effective 5 October 2026 (the “Technical Report Summary”).

7. I have not visited the Laguna Salada Uranium-Vanadium Project, the subject of the Technical Report Summary.

8. I am independent of Jaguar Uranium Corp. (the Issuer).

9. I have not had any prior involvement with the Laguna Salada Uranium-Vanadium Project, the subject of the

Technical Report Summary.

10. I have read S-K 1300 and confirm the Technical Report Summary has been prepared in compliance with that

instrument and form.

11. As of the effective date of the Technical Report Summary, to the best of my knowledge, information and

belief, the Sections of the Technical Report Summary for which I am responsible contain all scientific and technical information that

is required to be disclosed to make the Technical Report Summary not misleading.

Signed at Cornwall, UK this 16th day

of October 2026.

/s/ Simon Mortimer

Simon J.A. Mortimer (FAIG #7795, M.Sc.)

Caracle Creek Chile SpA Page 194 of 194

EX-99.1 — PRESS RELEASE DATED OCTOBER 13, 2026

EX-99.1

Filename: ea030895801ex99-1.htm · Sequence: 5

Exhibit 99.1

JAGUAR URANIUM ANNOUNCES MAIDEN MINERAL RESOURCE

ESTIMATE AT LAGUNA SALADA IN ARGENTINA

● Large-Scale, Bulk-Tonnage, Near-Surface Potential Uranium-Vanadium Resource:

○ 4.2 million lbs. of Indicated and 10.1 million lbs. of Inferred U₃O₈

○ 31.1 million lbs. of Indicated and 57.3 million lbs. of Inferred V₂O₅,

○ Includes 21.1 Mt Indicated at 119 ppm U₃O₈

Eq1. and 34.0 Mt Inferred at 170 ppm U₃O₈

Eq1.

● Mineral Resource Footprint Covers approximately 4.3% of Jaguar’s 210,284 ha Laguna Salada Project, Highlighting Significant

Potential for Resource Expansion.

● Potential Western Supply of Reliable Critical Minerals: Offers the U.S. and allied markets a secure source of uranium and vanadium

in the Western Hemisphere.

● Permitted for Exploration Advancement and Expansion Potential: Priority work program to undertake targeted infill pitting/trenching

and sonic drilling.

● Well-Financed, Cash-Rich Balance Sheet: Company maintains nearly US$18 million in cash and no debt.

TORONTO, October 13, 2026 /PRNewswire/

— Jaguar Uranium Corp. (NYSE American: JAGU) (“Jaguar” or the “Company”) is pleased to announce an

independent Mineral Resource Estimate (“MRE” or “Mineral Resource Estimate”) for its 100%-owned flagship Laguna

Salada Uranium-Vanadium Project, located in Chubut Province, Argentina. The MRE was prepared in accordance with the disclosure requirements

of Subpart 1300 of Regulation S-K (“Regulation S-K 1300”) of the U.S. Securities and Exchange Commission (SEC) and National

Instrument 43-101 – Standards of Disclosure for Mineral Projects (“NI 43-101”). The Mineral Resource Estimate was prepared

by independent geological consulting firms Caracle Creek Chile SpA and Atticus Geoscience Consulting Ltd., with an effective date of October

5, 2026. All dollar values are in USD.

“The completion of this independent Regulation

S-K 1300 compliant Mineral Resource Estimate marks a landmark milestone for Jaguar Uranium as we quantify the significant scale of Laguna

Salada with this resource estimate representing only about 4% of the total Project area,” said Steven Gold, Chief Executive

Officer of Jaguar Uranium Corp. “Laguna Salada represents one of the largest potential undeveloped surficial uranium-vanadium

deposits in South America, at a time of growing political support for new Western sources of critical and energy metals. Its favorable

beneficiation characteristics may allow us to upgrade the raw gravel into a high-grade fine fraction, potentially supporting an efficient,

low-impact development pathway in an established mining region.”

Mineral Resource Statement

The Mineral Resource Estimate has been prepared

in accordance with Regulation S-K 1300 and the CIM Definition Standards for Mineral Resources and Mineral Reserves adopted by NI 43-101.

Mineral Resources are reported using a Net Smelter Return (“NSR”) cut-off value of US$12.08/t and satisfy the applicable requirement

for reasonable prospects of economic extraction based on the assumptions summarized in the notes to Table 1. MRE is effective October

5, 2026.

Table 1: Mineral Resource Statement for the Laguna Salada Uranium-Vanadium

Deposit.

Grades

Metallic Content

U3O8

V2O5

U3O8 Eq1

NSR

U3O8

V2O5

U3O8 Eq1

Zone

Category

Tonnage

(ppm)

(US$/t)

(t)

(M lbs.)

(t)

(M lbs.)

(t)

Near Surface Resources (upper horizon): NSR Cut-Off Value US$12.08/t

Laguna Salada

Indicated

10,600,000

1.60

681

121

969

2.1

7,250

16.0

1,290

Inferred

13,000,000

1.61

701

106

960

2.1

8,900

19.6

1,400

Pampa de Arroqui

Indicated

8,460,000

1.76

634

102

625

1.4

5,370

11.8

862

Inferred

1,300,000

1.76

514

103

110

0.2

680

1.5

140

Pit Constrained Resources (lower horizon): US$12.08/t NSR

Pampa de Arroqui

Indicated

1,450,000

1.75

132

694

163

192

0.4

1,000

2.2

237

Inferred

5,200,000

1.74

149

640

177

780

1.7

3,400

7.5

930

Buried Lake

Indicated

576,000

1.77

205

745

238

118

0.3

429

0.9

137

Inferred

14,000,000

1.78

192

867

230

2,800

6.2

13,000

28.7

3,300

Totals Mineral Resources:

All Zones

Total Indicated:

21,100,000

1.68

665

119

1,900

4.2

14,100

31.1

2,530

Total Inferred:

34,000,000

1.71

137

755

170

4,600

10.1

26,000

57.3

5,700

U₃O₈

Equivalent1: U₃O₈

Eq (ppm) = U₃O₈

(ppm) + V₂O₅

(ppm) × 0.0442. The NSR and U₃O₈

equivalent calculations use metallurgical recoveries of 84.9% for U₃O₈

and 59.5% for V₂O₅,

together with a U₃O₈

price of US$84/lb. and a V₂O₅

price of US$5.30/lb.

Notes to Table 1 - Mineral Resource Statement:

1) Qualified Persons: The Mineral Resource Estimate was prepared under the direction of Simon Mortimer (FAIG)

of Atticus Geoscience Consulting Ltd., Qualified Person.

2) Resource Classification: The Mineral Resource has been classified in accordance with the CIM Definition

Standards for Mineral Resources and Mineral Reserves (CIM, 2014), with consideration of the CIM Estimation of Mineral Resources and Mineral

Reserves Best Practice Guidelines (CIM, 2019), into Indicated and Inferred categories within the Laguna Salada, Pampa de Arroqui and Buried

Lake estimation domains. No Measured Mineral Resources have been classified. Classification considered geological confidence, mineralized-domain

geometry, sample distribution, sample support, data quality, grade continuity, variography, Quantitative Kriging Neighborhood Analysis

(QKNA), estimation pass and block model validation. Pass 2 was used to support Indicated classification and Pass 3 was used to support

Inferred classification. Pass 4 was used as a global fill pass only and was not used to support classified Mineral Resources.

3) Reporting Cut-Off: Mineral Resources are reported above an NSR cut-off value of $12.08/t due to its surficial

disposition, which is approximately equivalent to a U₃O₈-only

economic cut-off of 100.18 ppm U₃O₈.

Buried Lake and the pit-constrained portion of Pampa de Arroqui are additionally constrained within an optimized open-pit shell laying

5 to 8 metres below surface.

4) High-Grade Capping: Top cuts were applied to U₃O₈

by estimation domain at distinct high-grade distribution breaks and affected fewer than 1.5% of the total sample population across all

domains. V₂O₅

was not capped.

5) Specific Gravity (SG): Density was assigned by lithological unit using 268 density measurements. The overall

dataset has a mean density of 1.712 t/m³, with values ranging from 1.240 t/m³ to 2.095 t/m³.

6) U₃O₈

Equivalent: U₃O₈

Eq (ppm) = U₃O₈

(ppm) + V₂O₅

(ppm) × 0.0442. The NSR and U₃O₈

equivalent calculations use metallurgical recoveries of 84.9% for U₃O₈

and 59.5% for V₂O₅,

together with a U₃O₈

price of US$84/lb. and a V₂O₅

price of US$5.30/lb.

7) Rounding: Numbers have been rounded to reflect the appropriate level of precision. Differences may occur

in totals due to rounding.

8) Mineral Resources are not Mineral Reserves: Mineral Resources are not Mineral Reserves and do not have

demonstrated economic viability. Inferred Mineral Resources have a lower level of geological confidence than Indicated Mineral Resources

and must not be converted to Mineral Reserves. It is reasonably expected that the majority of Inferred Mineral Resources could be upgraded

to Indicated Mineral Resources with continued exploration; however, there is no certainty that further exploration will result in an upgrade

in classification.

9) Material Factors: Based on the information available as of the effective date, the Qualified Persons are

not aware of any known legal, political, environmental or other relevant factors that would reasonably be expected to materially affect

the Mineral Resource Estimate. Mineral Resources remain subject to permitting, environmental, technical, economic, social and other risks

and uncertainties.

Location, Geology and Mineralization

The Laguna Salada deposit is a district-scale,

near-surface, surficial uranium-vanadium asset covering 28 mining concessions over 210284.45 hectares in central Patagonia (Figure 1).

Mineralization occurs as shallow, tabular, caliche-style gravels and unconformity-hosted zones that could be amenable to low-cost open-pit

extraction and physical beneficiation. The potential mining and processing methods, costs, environmental effects and economic viability

of the Mineral Resources have not been established and will require further technical studies.

Uranium-vanadium mineralization at Laguna Salada

occurs in unconsolidated gravels of the Pampa de Arroqui Formation, in unconsolidated gravels of the Gran Laguna Salada Formation, and

near the unconformity between Quaternary strata and the underlying substratum, including sandstones and pelite of the Salamanca Formation

and sandstones and conglomerates of the Puesto Manuel Arce Formation (Figure 2). The principal uranium-vanadium mineral recognized at

Laguna Salada is carnotite, which commonly occurs as yellow-green powdery or finely crystalline material within the sandy matrix of the

gravel, as partial rims on sand grains and clasts, and locally as staining within carbonate-cemented matrix material.

Three principal styles of uranium-vanadium mineralization

are recognized on the Project: near-surface, tabular, caliche-style uranium-vanadium mineralization in unconsolidated sandy gravel at

Guanaco and Lago Seco; unconformity-related uranium-vanadium mineralization at Buried Lake; and volcanic-hosted uranium-vanadium mineralization

at La Rosada. The principal Mineral Resource areas are Laguna Salada, historically referred to as Lago Seco, Pampa de Arroqui, historically

referred to as Guanaco, and Buried Lake (Figure 3 and Figure 4).

Figure 1. Laguna Salada U-V Project, Chubut Province, Argentina

Figure 2. Isometric View – General Geology of the Laguna Salada

U-V Project.

Figure 3. Plan View – General Geology of the Laguna Salada

U-V Project.

Figure 4. Interpreted Lithological

Section – Laguna Salada U-V Project (see Figure 3).

Upcoming Work Program

Jaguar is targeting a work program designed to

upgrade Inferred resources and expand mineralization across open target areas:

1. Pampa de Arroqui & Laguna Salada Infill: Excavation of approximately 250 new surface pits and trenches to achieve 200 m to 100

m grid coverage.

2. Buried Lake Sonic Drilling: Completion of 1,500 metres of sonic/vibrosonic drilling (about 100–150 drill holes) to recover intact,

representative core across the unconformity-hosted domain.

3. Metallurgical & Field Studies: Representative sampling for bench-scale beneficiation/vanadium recovery optimization, environmental

baseline monitoring, and updated MRE modeling.

Drilling, Sampling & Analytical Protocols

The Mineral Resource Estimate was primarily defined

using data from 2,146 historical pits and trenches comprising whole, screened and paired samples. The Qualified Persons considered conventional

drilling unsuitable for primary grade estimation because poor core recovery and preferential loss of fine-grained carnotite-bearing matrix

may bias samples from the loose gravel host. Data from 57 historical reverse-circulation holes were used only to support interpretations

of subsurface geological continuity because air-flushing may have biased the samples. Historical pit and trench sampling generally comprised

continuous vertical sidewall channel samples that were analyzed either as whole samples or after screening to the less-than-one-quarter-inch

fraction. Sample preparation and analysis were conducted by Alex Stewart Assayers and ALS Chemex using four-acid digestion and ICP-OES,

ICP-AES or ICP-MS methods, with an over-limit method used for samples above 10,000 ppm. Area-specific regression formulas were used to

convert screened results to estimated in-situ grades, and blocks estimated from derived grades were classified only as Inferred Mineral

Resources.

Resource Estimation Methodology

The resource estimation workflow (see Figure

5) was executed using an integrated software suite (Geobank™, Leapfrog Geo™, Micromine™, Leapfrog Edge™, and Datamine

NPV Scheduler) across three flat-lying hard-bounded domains: Pampa de Arroqui, Laguna Salada, and Buried Lake. Defined at a 25 ppm uranium

threshold, the 3D domain wireframes were modeled using an unrotated block model (100 m x 100 m x 1 m) with sub-blocking down to 25 m x

25 m x 0.25 m to accurately resolve thin 1-4 m mineralized horizons. After compositing on a per-sample-location basis, domain-specific

high-grade top-cuts were applied to U3O8 (ranging from 290 ppm at Laguna Salada to 1,110 ppm at Buried Lake, affecting

<1.5% of data), while V2O5 required no capping due to low variability. Grade estimation was carried out using

Ordinary Kriging in a strict 2D planar framework (dip 0°, azimuth 0°) validated against Nearest Neighbor models, utilizing Quantitative

Kriging Neighborhood Analysis (QKNA) to define multi-pass search radii for classifying Indicated resources (Pass 2) and Inferred resources

(Pass 3), followed by a 5,000 m global fill pass for unclassified volume (Figure 6).

Figure 5. Overview of Laguna Salada Modelling

- Distribution of U₃O₈

(25 ppm U threshold).

Figure 6. Plan View – Laguna Salada Mineral Resource Model

(Indicated & Inferred).

Cut-Off Grade & Sensitivity Analysis

The MRE is reported at a NSR cut-off value of

US$12.08/t, which is equivalent to a U₃O₈-only

economic cut-off of approximately 100 ppm U₃O₈

derived from reference prices of US$84.00/lb. U₃O₈

and US$5.30/lb. V₂O₅

calculated from an open-pit operating scenario assuming US$2.00/t mining cost, US$9.00/t processing cost, US$2.50/t general and administrative

costs, and 5% dilution. Grade-tonnage sensitivity evaluations demonstrate variable responsiveness across the three Project domains.

Overall, the sensitivity analysis indicates that

the effect of changing the reporting threshold varies between the three mineralized areas. Pampa de Arroqui shows the strongest grade-tonnage

response around the selected reporting case, followed by Laguna Salada, while Buried Lake shows a comparatively flatter response. In all

three areas, lower equivalent U₃O₈

prices correspond to higher NSR cut-offs, resulting in lower retained tonnage and generally higher average U₃O₈

grades.

Qualified Persons

The scientific and technical information in this

news release relating to the technical reporting of the Mineral Resource Estimate has been reviewed and approved by independent Qualified

Persons Dr. Scott Jobin-Bevans (P.Geo., Ph.D., PMP) of Caracle Creek Chile SpA and Caracle Creek International Consulting Inc. and Simon

J.A. Mortimer (FAIG #7795, M.Sc.) of Atticus Geoscience Consulting Ltd. Each is a Qualified Person as defined by NI 43-101 and Regulation

S-K 1300. The Qualified Persons have reviewed and verified the relevant data supporting the Mineral Resource Estimate, including the sampling,

analytical and test data, and have found the data adequate for the purposes of the disclosure.

Additional scientific and technical content in

this news release has been reviewed and approved by C. Gustavo Fernandez, P.Geo., a consultant to the Company and a Qualified Person as

defined under Regulation S-K 1300 and NI 43-101.

A Technical Report to support the MRE and prepared

in accordance with NI 43-101 will be filed on SEDAR+ within 45 days of this news release and a Technical Report Summary in support of

the MRE and prepared in accordance with Regulation S-K 1300 will be filed with the SEC as an exhibit to the applicable SEC filing.

About Jaguar Uranium

Jaguar Uranium Corp. is a South America-focused

uranium exploration company advancing a portfolio of prospective brownfield projects across Argentina and Colombia. In Argentina, Jaguar

is advancing the Laguna Salada Project in Chubut Province and the historic Huemul uranium mine in Mendoza Province. Anchored by a former

producing mine, a historic uranium district and exploration projects supported by historical drilling, the Company is focused on advancing

and expanding uranium opportunities across the region. The Company’s Berlin Project in Caldas Province, Colombia is a district-scale,

sedimentary-hosted polymetallic system historically reported to host uranium alongside rare earth elements, vanadium, nickel, phosphate,

molybdenum, rhenium and zinc. Jaguar completed a $25 million initial public offering on NYSE American in February 2026 and is led by an

experienced team with backgrounds in exploration, permitting, project development and mining finance in South America.

For more information, contact:

Steven Gold, Chief Executive Officer

info@jaguaruranium.com

+1-416-648-4065

www.jaguaruranium.com

Forward-Looking Statements

This news release contains “forward-looking

statements” and/or “forward-looking information” (collectively, “forward-looking statements”) within the

meaning of applicable securities legislation. All statements, other than statements of historical fact, are forward-looking statements.

Generally, forward-looking statements can be identified by the use of forward-looking terminology such as “plans”, “expect”,

“is expected”, “in order to”, “is focused on” (a future event), “estimates”, “intends”,

“anticipates”, “believes” or variations of such words and phrases or statements that certain actions, events or

results “may”, “could”, “would”, or the negative connotation thereof. In particular, statements regarding

the Company’s future operations, future exploration and development activities or other development plans constitute forward-looking

statements. By their nature, statements referring to mineral reserves or mineral resources constitute forward-looking statements. Forward-looking

statements in this news release include, but are not limited to statements with respect to Laguna Salada’s exploration and development

potential, including any expansion or upgrade of mineral resources, the completion and timing for the filing of technical reports supporting

the MRE, the Company’s ability to ramp up exploration activity at the Laguna Salada Project, the Company’s ability to utilize its cash

and the anticipated effects thereof, and the Company’s ability to revive and expand its uranium opportunities and any other information

herein that is not a historical fact.

The Company considers its assumptions to be reasonable

based on information currently available but cautions the reader that these assumptions regarding future events, many of which are beyond

the control of the Company, may ultimately prove to be incorrect since they are subject to risks and uncertainties that affect the Company,

its properties and business. Such risks and uncertainties include, but are not limited to, changes in demand for and price of uranium,

vanadium and other commodities and currencies; changes or disruptions in the securities markets; legislative, political or economic developments

in Argentina; changes in any of the assumptions underlying the MRE; the need to obtain permits and comply with laws and regulations and

other regulatory requirements; the possibility that actual results of work may differ from projections/expectations or may not realize

the perceived potential of the Company’s projects; risks of accidents, equipment breakdowns and labor disputes or other unanticipated

difficulties or interruptions; the possibility of cost overruns or unanticipated expenses in development programs; operating or technical

difficulties in connection with exploration, mining or development activities; the speculative nature of exploration and development,

including the risks of diminishing quantities of grades of reserves and resources; and the risks involved in the exploration, development

and mining business and the additional risks discussed and identified in public filings made by the Company with the Securities and Exchange

Commission and available on SEDAR+ at www.sedarplus.ca. The Company’s anticipation of and success in managing the foregoing risks

could cause actual results to differ materially from what is anticipated in such forward-looking statements. Although management of the

Company has attempted to identify important factors that could cause actual results to differ materially from those contained in forward-looking

statements, there may be other factors that cause results not to be as anticipated, estimated or intended. The Company disclaims any intention

or obligation to update or revise any forward-looking statements whether as a result of new information, future events or otherwise, except

as required by applicable securities laws.

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