Attachment 1 - SOW ITP Design build Construction.pdf

C. STATEMENT OF WORK

INTRODUCTION AND BACKGROUND

The Bureau of International Narcotics and Law Enforcement Affairs (INL) is an instrumental leader in the development of policies and programs to combat international narcotics and crime. INL programs support two of the Department of States' strategic goals: (1) to reduce the entry of illegal drugs and migrants into the United States; and (2) to minimize the impact of international crime on the United States and its citizens. One of the many ways to effectively meet the listed goals is to partner with allied governments both directly and indirectly to promote the modernization of and support the enforcement operations of their foreign criminal justice systems and law enforcement agencies.

The objective of this project is to provide a complete Design-Review, Engineering, Construction

Documents, Construction, Testing, Commissioning, and Turnover solution for the construction of a new dormitory facility at the Instituto Técnico Policial (ITP) in Comayagua, Honduras.

SCOPE AND SPECIFICATIONS

The Bureau of International Narcotics and Law Enforcement Affairs (INL), U.S. Embassy Tegucigalpa, intends to construct a new student dormitory facility within the Instituto Técnico Policial (ITP) Training

Compound located in Comayagua, Honduras.

The proposed facility is intended to accommodate approximately 156 male police students and includes dormitory sleeping areas, restroom facilities, shower facilities, and laundry areas required for daily operation of the training center.

The project has been intentionally developed utilizing a simplified and highly repetitive construction approach intended to facilitate construction, reduce project duration, simplify maintenance requirements, and maximize long-term operational value.

The Government has developed a Conceptual Design Package, further referred to as Bridging

Documents (See Appendix A), establishing the intended facility configuration, capacities, architectural appearance, minimum material requirements, and minimum technical standards. These documents are included as Government Reference Drawings and Technical Appendices and form part of this Statement of Work.

The Contractor shall review the bridging documents, develop construction documents (CDs) to be approved by the government, and construct the project in accordance with the approved CDs. The

Contractor shall furnish all labor, supervision, engineering services, professional certifications, materials, equipment, transportation, tools, permits, testing, quality control, safety measures, and incidentals necessary to design and construct a complete and operational facility.

The completed facility shall be safe, durable, maintainable, code-compliant, and fully operational upon final Government acceptance.

PERIOD OF PERFORMANCE (POP)

The Contractor shall complete all work required under this Statement of Work within three hundred thirty (330) calendar days after issuance of the Notice to Proceed (NTP).

The Period of Performance includes all activities necessary to deliver a complete and fully operational facility, including but not limited to:

• Site verification.

• Development of 100% Construction Documents (designs and specifications)

• Procurement of materials and equipment.

• Construction of ITP Dormitory

• Quality control inspections.

• Testing and commissioning.

• Correction of deficiencies.

• Preparation of as-built documentation.

• Submission of operation and maintenance manuals.

• Final project closeout.

The Contractor shall provide a detailed project schedule identifying all major project milestones and activities.

The schedule shall demonstrate completion of all contract requirements within the established Period of

Performance.

The Government may review the Contractor's schedule for compliance with contract requirements;

however, the Contractor shall remain solely responsible for timely project completion.

Failure to complete the work within the established Period of Performance may result in remedies available under the terms and conditions of the contract.

PLACE OF PERFORMANCE

All work shall be performed at the Instituto Técnico Policial (ITP) Training Compound located in

Comayagua, Honduras.

Project Location:

Instituto Técnico Policial (ITP)

Comayagua, Honduras

Approximate Coordinates:

14°26'03"N

87°38'26"W

The project site is located within the existing ITP training facilities and is accessible through existing compound roadways.

The Contractor shall become familiar with site conditions, access limitations, utility availability, staging requirements, material storage areas, security procedures, and all other conditions that may affect project execution.

The Government has provided site location plans and project location drawings within the Government

Reference Drawings package.

The Contractor shall verify all field conditions prior to commencing work.

No additional compensation shall be granted for conditions that could reasonably have been identified through proper site investigation and field verification.

CONTRACTOR REQUIREMENTS

The Contractor shall complete the Construction Documents for the ITP Dormitories Project in accordance with this Statement of Work and the Government-furnished Bridging Design Documents included in

Attachment A.

The Government has developed preliminary architectural layouts, design criteria, functional requirements, and preliminary engineering concepts that establish the intended project configuration. These Bridging

Design Documents shall serve as the basis for the Contractor's final design.

The Contractor shall verify existing site conditions, complete all engineering analyses, prepare the final construction documents, obtain the required professional certifications, and provide all engineering services necessary to deliver a complete Design-Build project ready for construction.

GOVERNMENT FURNISHED INFORMATION (GFI)

General

The Government has developed and is providing Bridging Documents intended to establish the overall project configuration, building layout, capacities, architectural appearance, system concepts, minimum technical requirements, and construction intent.

The Bridging Documents are provided to assist the Contractor in preparing proposals, performing engineering review activities, completing designs, and executing construction.

The Bridging Documents and Technical Appendices form part of this Statement of Work and shall be considered during proposal preparation and project execution.

Purpose of Government Furnished Information

The Government Reference Drawings are intended to establish:

• Facility size and configuration.

• Building layout and space allocation.

• Occupancy requirements.

• Architectural appearance.

• Structural concepts.

• Plumbing concepts.

• Electrical concepts.

• Material requirements.

• Minimum technical standards.

The Government Reference Drawings are not intended to serve as Issued-for-Construction (IFC) documents.

The Contractor shall review, verify, coordinate, and complete all construction documents (100% designs and specifications) necessary to support construction.

Contractor Review of Government Furnished Information

The Contractor shall carefully review all Bridging Documents prior to commencing work.

The Contractor shall immediately notify the Government of any discrepancies, omissions, conflicts, or conditions that may affect project execution.

Failure to identify discrepancies prior to construction shall not relieve the Contractor of responsibility for delivering a complete and operational facility.

Prior to commencing construction activities, the Contractor shall perform a comprehensive review of all

Bridging Documents. The review shall verify:

• Consistency between drawings.

• Constructability.

• Coordination between disciplines.

• Material compatibility.

• Code compliance requirements.

• Utility interfaces.

• Site conditions affecting construction.

The Contractor shall promptly notify the Government of any discrepancies, omissions, conflicts, or conditions requiring clarification.

Reliance on Bridging Documents

The Bridging Documents establish the intended facility configuration and shall serve as the primary basis for construction.

Modifications to the Government's intended design shall be limited to those necessary to address:

• Actual field conditions.

• Applicable code requirements.

• Constructability concerns.

• Engineering requirements.

• Material availability.

Any proposed deviations shall be submitted to the Government for review and approval prior to implementation.

SPECIFIC REQUIREMENTS

DESIGN SERVICES

The Contractor shall design the ITP Dormitories Project as outlined in this document and following the concept/design bridging documents found in Attachment A.

Design Requirements

The requirements in this statement of work serve as direction to the Contractor in the development and delivery of a complete set of construction documents for a fully functioning system. These documents provide the necessary interfaces, coordination, and communication among the designer, contractor, and special disciplines (physical security, communications, fire and life safety, and computer systems). All submittals must be of a quality to achieve this result. The Contractor shall perform its services in accordance with professional standards of skill, care, and diligence adhered to by reputable, first-class firms performing services of the same or similar nature for facilities of similar complexity. The

Contractor’s design shall conform to generally accepted engineering practices and the approved design criteria.

• Architectural design.

• Structural engineering design.

• Electrical engineering design.

• Plumbing design for restroom facilities.

• Fire and life safety design.

• Communications and data infrastructure.

• Construction details.

• Technical specifications.

• Bill of Quantities (BOQ).

• Updated construction cost estimate.

• Construction schedule.

• Shop drawing review procedures.

• Commissioning requirements.

• Operations and Maintenance documentation.

• Record drawings (As-Built Drawings).

Basic Design Parameters

The principal objective is to utilize a simplified construction approach that minimizes construction duration, reduces field labor requirements, limits long-term maintenance, and maximizes cost efficiency.

The proposed building consists of a single-story institutional facility, unlike conventional institutional buildings that require extensive structural framing, multiple floor systems, complex roofing structures, and numerous interior support elements, the proposed facility is based on three primary building components:

• A continuously reinforced concrete slab-on-grade floor system.

• Repetitive exterior wall panel systems.

• A self-supporting curved metal roof system spanning the full width of the building.

This approach substantially reduces construction complexity by eliminating the need for interior structural columns, conventional roof trusses, secondary roof framing systems, intermediate floor structures, and other labor-intensive construction elements commonly associated with traditional building methods.

The resulting facility functions as a large clear-span structure assembled from repetitive and standardized components, allowing simplified construction sequencing, reduced material handling, accelerated installation, and improved overall constructability.

The design intentionally utilizes durable, economical, and low-maintenance materials suitable for institutional occupancy. Interior finishes are limited to practical and cost-effective solutions intended to maximize service life while minimizing future maintenance requirements.

Interior finishes are intentionally limited to practical, durable, and cost-effective materials suitable for institutional occupancy, including polished concrete floors, exposed CMU walls, basic painted finishes, PVC ceilings in wet areas, and commercial-grade plumbing and electrical fixtures.

Design Roles and Responsibilities

The Designer shall conduct a complete project assessment and provide:

1. Architectural design and coordination.

2. Structural analysis and design of foundations, structural steel framing, stairs, guardrails, and composite floor system.

3. Electrical design, including lighting, power distribution, emergency lighting, EXIT signage, grounding, and communications pathways.

4. Plumbing design for restroom facilities, including domestic water supply and sanitary drainage systems.

5. Fire and life safety design in accordance with applicable codes.

6. Complete engineering calculations signed and sealed by licensed professionals.

7. Architectural, structural, electrical, and plumbing drawings.

8. Construction details and schedules.

9. Door, window, finish, and hardware schedules.

10. Technical Specifications.

11. Bill of Quantities.

12. Updated Construction Cost Estimate.

13. Construction Schedule.

14. Shop Drawing Review.

15. Record Drawings (As-Built Drawings).

16. Operations and Maintenance Manuals.

Material Requirements

All permanent construction materials incorporated into the Project shall be new, unused, free of defects, and suitable for their intended application. Materials shall comply with the Contract Documents, Technical Specifications, applicable codes and standards, and the manufacturer's recommendations. At a minimum, the following requirements shall apply:

1. All materials shall be new, first-quality commercial products and shall not contain previously used, refurbished, or reconditioned components.

2. Materials shall be obtained from manufacturers with demonstrated experience in the production of similar construction products and shall be suitable for institutional and educational facilities.

3. All permanent construction materials shall comply with the Technical Specifications and applicable international standards referenced in the Contract Documents.

4. Materials proposed as substitutions or "approved equals" shall meet or exceed the performance, durability, quality, and functional requirements established by the Contract Documents and shall receive written Government approval prior to procurement or installation.

5. The Contractor shall submit manufacturer's product data, technical literature, certifications, samples

(when requested), and other supporting documentation for Government review before incorporating materials into the Work.

6. All materials shall be compatible with adjacent construction systems and coordinated with the final approved design to ensure proper installation and long-term performance.

7. Materials exposed to the environment shall possess adequate durability and corrosion resistance appropriate for the local climatic conditions of Honduras.

8. All architectural finishes, suspended ceilings, doors, glazing systems, hardware, lighting fixtures, plumbing fixtures, and electrical equipment shall be selected to provide long service life, ease of maintenance, and compatibility with educational facilities.

9. Products requiring periodic maintenance shall be accompanied by the manufacturer's installation, operation, maintenance, and warranty documentation as part of the final project closeout.

10. The Contractor shall protect all materials during transportation, storage, handling, and installation to prevent deterioration, contamination, moisture damage, corrosion, or physical damage prior to acceptance.

11. Materials that become damaged, defective, deteriorated, or fail to comply with the Contract requirements shall be removed and replaced by the Contractor at no additional cost to the

Government.

12. Locally available materials are encouraged whenever they satisfy the specified technical requirements, quality standards, and project performance criteria.

13. All materials shall be installed strictly in accordance with the manufacturer's published installation instructions unless more stringent requirements are established by the Contract Documents.

14. The Contractor shall coordinate all material selections with the Bridging Design Documents and

CDs to ensure complete compatibility among architectural, structural, electrical, plumbing, and life safety systems.

15. Government review or acceptance of material submittals shall not relieve the Contractor of responsibility for furnishing materials that fully comply with the Contract requirements, design intent, and performance criteria.

DESIGN STAGES

CLIN 001: 65% Design Documents.

The Contractor shall provide a 65% Design Document package, implementing the Bridging Documents for the approval of DOS/INL. The Contractor shall update the design objectives for the facility, the design

Report and the initial specifications, construction cost estimate, and construction schedule. Requirements for the 65% Design Documents shall include the following:

1. Review the Bridging Design Documents and verify the proposed architectural, structural, electrical, and plumbing design concepts.

2. Conduct field verification of existing site conditions, dimensions, and access.

3. Confirm the feasibility of the proposed structural steel framing system, reinforced concrete foundations, and other major building systems.

4. Verify existing electrical and plumbing service capacity, communications pathways, and available utility interfaces required for the proposed expansion.

5. Identify conflicts between existing conditions and the Bridging Design Documents and provide engineering recommendations for resolution.

6. Develop the final engineering design criteria and project-specific design assumptions.

7. Prepare engineering calculations, design narratives, and support technical documentation.

8. Prepare preliminary project schedule and design development schedule.

9. Prepare preliminary Bill of Quantities (BOQ) and updated construction cost estimate.

10. Prepare project-specific Technical Specifications.

11. Coordinate architectural, structural, electrical, communications, and life safety disciplines throughout the design process.

12. Prepare design review packages required for review at each design milestone.

13. Develop project commissioning strategy, project closeout documentation, and Operations &

Maintenance manuals.

14. Establish document control procedures and final design deliverables.

Overview: Site Assessments. The Contractor shall carry out preliminary site assessments that describe the physical, functional, and performance requirements that must be met by the Contractor in designing the project for a fully functional completed system. The site assessments shall be comprehensive and address the proposed construction site’s criteria for construction work to be performed by the construction firm.

The site assessment may include but is not limited to:

1. Physical verification of existing site conditions and dimensions.

2. Verification of site access, material delivery routes, construction staging areas, and emergency access requirements.

3. Verification of existing electrical and plumbing service, communications infrastructure, and available utility interfaces that may affect the proposed construction.

4. Identification of temporary construction access requirements, contractor laydown areas, material storage locations, and waste removal procedures.

5. Evaluation of seasonal weather conditions and construction constraints that may affect project execution.

6. Documentation of existing conditions through field measurements, photographs, engineering observations, and verification reports supporting the preparation of the final certified design.

Overview: Site investigation:

Boundary: The Contractor shall verify the actual property lines with the designated for the Government of Honduras representatives to ensure the proposed construction site is suitable for the project. The survey shall include the location of all underground, above ground and overhead utilities.

Topographical: The Contractor shall conduct this survey to define the slope and gradient of the sites to utilize the data in the design of the cut/fill calculations, overland relief for the storm water drainage, constrains and/or impacts on adjacent properties, buildings, natural and artificial features. Topographical survey to include at a minimum at least two benchmarks and show on drawings spot elevations and elevation contour lines within the project site and 100 feet (30m) outside of the project site boundary.

Geotechnical: The Contractor shall conduct this survey to define the soil characteristics and to utilize the data for the design of the foundations, travel ways and seepage characteristics of the soil. Subsurface investigations may include soil sampling, rock coring, geophysical investigations, and design, installation, and data collection/interpretation of geotechnical monitoring instrumentation. Soil sampling and rock coring may be conducted either on land or under water.

Environmental: The Contractor shall conduct this survey to highlight the immediate and future impacts of the various construction activities on the environment and to highlight mitigation measures that may be required to be undertaken to minimize the negative environmental effects. The process is to be aligned with the local regulations. Consideration should be given to the sustainability of the project, with respect to use of locally available and environmentally friendly materials and ease of future maintenance of the associated structures. The environmental report to address at a minimum:

1. Local environmental oversight agency interviews

2. Analysis of potential historical artifacts.

3. Analysis of local hydrogeological conditions

4. Government environmental database review

5. Inspection of subject property and surrounding areas

6. Digital photographs with descriptions

The 65% design documents shall include the following:

1. Architectural floor plans, elevations, sections, and construction details.

2. Structural engineering calculations and structural drawings for foundations, structural steel framing, composite floor system, stairs, guardrails, and structural connections.

3. Electrical design drawings, including power distribution, lighting, emergency lighting, EXIT signage, grounding system, and communications infrastructure.

4. Design narratives for architectural, structural, and electrical disciplines describing the design criteria, assumptions, and engineering approach.

5. Reflected ceiling plans, ceiling schedules, finish schedules, door schedules, window schedules, and hardware schedules.

6. Preliminary life safety drawings, occupant load verification, and means of egress coordination.

7. Technical Specifications.

8. Bill of Quantities (BOQ).

9. Construction Cost Estimate.

10. Construction Schedule reflecting the proposed sequence of work.

11. Interdisciplinary design coordination demonstrating compatibility among all project disciplines.

12. Identification and resolution of conflicts discovered during the design development phase.

13. Updated material selections and product recommendations, including major architectural, structural, and electrical components.

14. Design Quality Control (QC) review documentation performed by the Contractor prior to submission.

15. All supporting documentation necessary to demonstrate that the project is progressing toward the final certified design.

Notice to Proceed (NTP). Upon award of the contract, the DOS INL/Contracting Officer shall provide to the Contractor a Notice to Proceed (NTP) which will allow the Contractor to commence with mobilization to carry out requirements associated with the planning and assessment services.

Period of Performance. The performance of CLIN 1 shall be 30 days after NTP. This includes 15 days to develop and submit the 65% Design Document and 10 days for DOS/INL to review, and 5 days for

Contractor to resubmit the updated/corrected final 65% Design Document for INL’s backcheck review.

CLIN 002: 95% Design Documents

After DOS/INL accepts the 65% Design documents submission (CLIN 001), the Contractor shall prepare

95% design documents based on the approved 65% Design Documents and related comments and directions from DOS/INL. All drawings shall be prepared to construction documents scale and illustrate the proposed final design of the project. The drawings must be accompanied by all related design documents that shall comprise the Final Construction Documents including the revised design narrative, specifications, cost estimate, and construction schedule.

The 95% Design Package shall include, but not be limited to, the following:

1. Fully coordinated architectural construction drawings.

2. Final structural engineering calculations and structural drawings incorporating all design revisions.

3. Final electrical drawings, including power distribution, lighting, emergency lighting, EXIT signage, grounding system, and communications infrastructure.

4. Updated reflected ceiling plans, finish schedules, door schedules, window schedules, hardware schedules, and room finish schedules.

5. Final life safety plans, occupant load verification, and means of egress coordination.

6. Updated Technical Specifications incorporating all DOS/INL review comments.

7. Updated Bill of Quantities (BOQ).

8. Updated Construction Cost Estimate.

9. Updated Construction Schedule.

10. Complete interdisciplinary coordination review confirming compatibility among architectural, structural, electrical, communications, and life safety disciplines.

11. Final material selections, product data, and equipment recommendations.

12. Design Quality Control (QC) documentation confirming completion of the Contractor's internal technical review.

13. Signed Design Review Certification by the Contractor's design team confirming that the design is complete, coordinated, and ready for preparation of the Final Construction Documents.

14. Response matrix addressing all DOS/INL review comments received during the 65% Design review.

15. All supporting documents are required to demonstrate readiness for preparation of the 100% Final

Construction Documents.

Notice to Proceed (NTP). Upon acceptance of 65% Design Documents.

Period of Performance. The period of performance shall be 20 days after approval of 65% drawings.

This includes 10 days to develop and submit the 95% Design Document and 5 days for DOS/INL to review, and 5 days for Contractor to resubmit the updated/corrected final 95% Design Document.

CLIN 003: 100% Final Construction Documents

After DOS/INL accepts the 95% Design Documents submission, the Contractor shall prepare the 100%

Final Construction Documents incorporating all DOS/INL review comments and approved design revisions. The Final Construction Documents shall represent the complete, coordinated, signed, and sealed design package that will be utilized by the Contractor for construction of the Project.

The 100% Final Construction Documents shall include all final architectural, structural, electrical, and life safety drawings, engineering calculations, Technical Specifications, Bill of Quantities (BOQ), final construction cost estimate, construction schedule, and all supporting documentation required to execute the construction of the Project in accordance with the approved design.

The Contractor shall prepare all documents required to obtain applicable permits, professional certifications, and approvals required by the competent authorities prior to construction. All construction documents shall comply with the applicable Honduran regulations, international codes, and standards identified in this Statement of Work.

Notice to Proceed (NTP). Upon acceptance of 95% Design Documents.

Period of Performance. The performance period shall be 35 days after NTP. This includes 20 days to develop and submit the 100% Final Construction Documents draft documents and 10 days for DOS/INL to review, and 5 days for the Contractor to submit the updated/corrected 100% Final Construction

Documents

Design Standards

The Contractor shall adhere to applicable Honduras and International Building Codes (whichever is the most stringent) as applicable when performing the design of the municipal building. Exceptions to using the code must be requested in writing and approved by the Contracting Officer (CO) or their designated representative. Other applicable standards shown below are not all inclusive and are to be used for project design and construction as appropriate:

Honduran Regulations

1. Honduran Construction Code (CHOC), where applicable.

2. Honduran Fire Protection Regulations issued by the Cuerpo de Bomberos de Honduras (CBH).

3. Applicable environmental regulations issued by the Secretaría de Recursos Naturales y Ambiente

(SERNA).

4. Applicable regulations and permitting requirements of the local Municipality having jurisdiction.

5. Applicable requirements of national utility providers (ENEE, SANAA, or other utility authorities), as applicable.

International Codes and Standards

1. International Existing Building Code (IEBC)

2. International Mechanical Code (IMC)

3. International Electromechanical Code (IEC)

4. International Fire Code (IFC)

5. National Fire Protection Association (NFPA)

6. American Concrete Institute (ACI)

7. Underwriters Laboratories (UL)

8. American Standards for Testing and Materials (ASTM)

9. American Society of Mechanical Engineers (ASME)

10. Illuminating Engineering Society of North America (IESNA).

11. Manufacturer’s O&M manuals

Design Deliverables

100% Construction Documents under this contract shall consist of, but shall not be limited to, the following:

Final Design Package (100% Construction Documents)

• Final Cost Estimate

• Floor plans

• Elevations

• Site/Civil

• Structural w/calculations

• Mechanical w/calculations

• Plumbing w/calculations

• Electrical w/calculations

• Communications

• Life Safety

• Finishes Schedule

• Door and Hardware Schedule

• Furniture drawings (reference)

• Installation Details

• Installation Notes

• Recommended products

• Submittals Register

• Specifications (As applicable)

• Operations and Maintenance Plan

General Specifications Requirements Subgroup

• Division 01 —General Requirements (developed in conjunction with the Government)

• Division 02 — Existing Conditions

• Division 03 — Concrete

• Division 04 — Masonry

• Division 05 — Metals

• Division 06 — Wood, Plastics, and Composites

• Division 07 — Thermal and Moisture Protection

• Division 08 — Openings

• Division 09 — Finishes

• Division 10 — Specialties

• Division 11 — Equipment

• Division 12 — Furnishings

• Division 13 — Special Construction

• Division 22 — Plumbing

• Division 23 — Heating Ventilating and Air Conditioning

• Division 26 — Electrical

• Division 27 — Communications

• Division 28 — Electronic Safety and Security

• Division 31 — Earthwork

• Division 32 — Exterior Improvements

• Division 33 — Utilities

Geotechnical Verification

No geotechnical investigation has been provided by the Government.

The Contractor shall perform such field observations, exploratory excavations, soil evaluations, testing, and engineering reviews as reasonably necessary to verify the suitability of the proposed foundation system.

The Contractor shall be responsible for confirming compatibility between actual site conditions and the final foundation design.

The extent of investigation shall be appropriate for the size, complexity, and intended use of the facility.

Structural Engineering Requirements

The Contractor shall provide the following structural designs, to include but not inclusive of:

• Foundations.

• Anchorage systems.

• Reinforced masonry systems.

• Structural steel components.

• Roof support systems.

• Lateral stability systems.

The Contractor shall provide all calculations and certifications required to support final construction.

Structural calculations required for the roof system, exterior wall panel system, structural framing, anchorage systems, and other engineered components shall be prepared and sealed by a Professional

Engineer legally authorized to practice in Honduras.

Plumbing Engineering Requirements

The Contractor shall provide the plumbing system design to include, but not inclusive of:

• Water distribution systems.

• Sanitary drainage systems.

• Vent systems

• Fixture connections.

• Site Drainage solutions.

• Utility interfaces.

The Contractor shall provide all calculations, coordination, and supplemental documentation necessary to support construction.

Electrical Engineering Requirements

The Contractor shall provide electrical design to include, but not inclusive of:

• Electrical service requirements.

• Panelboard requirements.

• Branch circuit arrangements.

• Lighting systems.

• Grounding systems.

• Utility interfaces.

The Contractor shall provide all calculations, coordination, and supplemental documentation necessary to support construction.

Professional Certifications

All final engineering documents, calculations, certifications, and supplemental design documents shall be prepared, reviewed, and certified by qualified professionals legally authorized to practice in

Honduras.

The Contractor shall provide all professional seals, signatures, calculations, and supporting documentation required by applicable regulations.

Design Responsibility

The Government Reference Drawings establish the intended facility configuration and minimum technical requirements.

The Contractor shall remain fully responsible for all engineering verification, design completion, code compliance, constructability, coordination, certifications, and successful implementation of the project.

Government review, comments, acceptance, approval, or participation in the design review process shall not transfer engineering responsibility from the Contractor to the Government.

The Contractor shall not begin construction until the Government has approved the designs and issues a

Notice to Proceed (NTP).

Licensing And Registration Requirements The Project Manager, lead architect, and lead engineers must be registered and have a current license recognized by the Government of Honduras or the United States. Waivers for the use of engineers licensed in countries other than Honduras or the United States will be reviewed and approved on a case-by-case basis by the Contracting Officer. All drawings must bear form of evidence of licensure. Architects and Engineers supervised by their Leaders do not need to be licensed but must meet the minimum requirements described in

Section C.9.3 below.

Educational & Skills requirement The Contractor shall make available qualified architects/engineers for the design of the Project. Members of the design team must have a baccalaureate or higher-level degree with a major in Architecture. Also, education and experience which furnished a thorough knowledge of the physical and mathematical sciences underlying professional engineering, and a good understanding both theoretical and practical, of the engineering sciences and techniques and their applications to one of the branches of engineering and one year of specialized experience which has equipped the A/E with the particular knowledge, skills, and abilities to perform the requirements of this PWS.

Additional Skills

• Working knowledge of horizontal and vertical construction, land development, design development process, construction means and methods, U.S. and the Honduran construction practices. Experience in the storage, retrieval and management of construction project documentation is highly desired.

• Verifiable ability to produce documents in clear and concise English.

• Intermediate to advanced skills with design/scheduling software platforms (Microsoft Project and

AutoCAD or Revit).

• Knowledge of, and skill related to the development of program level correspondence

• Knowledge and skill in program assessment techniques related to resource allocation, risk management, performance metrics and project execution.

• Knowledge of quantitative and qualitative methods and techniques to develop support deliverable criteria and metrics covering complex program mission and functions.

• Must have excellent communication skills, both written and oral, as well as customer service skills due to daily interaction with various levels of rank, authority, positions, both military and civilians.

• Experience working with a diverse and often conflicting group of stakeholders on politically sensitive and schedule-constrained construction projects.

• Knowledge of, and skill related to professional reporting and correspondence for use by project and program managers.

• Working knowledge and capability of applying knowledge pertinent to several of the major engineering disciplines with particular emphasis upon civil, mechanical, electrical, architectural, and communication systems.

• Extensive in-depth practical knowledge of utility systems, sanitary systems, fire protection engineering, facility maintainability, and all matters pertaining to the feasibility, practicality of proposed collateral equipment installation.

• Working knowledge of the relationships of the various disciplines associated with construction and a familiarity with the operational features and building systems design aspects commonly found on a large and diversified complex and the ability to advise on and/or resolve difficult factual, procedural and/or recurring issues.

• Broad knowledge of, and skills in applying, a wide range of engineering or architectural theory, concepts, principles, standards, and methods sufficient to determine, coordinate, and execute actions for a wide range of assignments.

• Ability to advise and explain recommendations or solutions to modify standard practices, equipment, devices, processes, and techniques and resolve a wide variety of complex design problems.

Knowledge of collateral equipment installation requirements, facility occupancy use requirements, and post occupancy facility evaluation requirements.

USAGE RIGHTS

DOS/INL shall have the permanent right to reproduce the images for any non-profit, non-commercial use. Any additional fee charged by the photographer for granting these rights shall be the responsibility of the A/E.

Ownership and Use of Drawings, Specifications, and Models

All designs, drawings, specifications, models, notes and other works developed in the performance of this project, and any modifications, shall become the sole property of the US Government and may be used on any other design construction without additional compensation to the A/E. The US Government shall be considered “person from whom the work was prepared” for the purpose of authorship in any copyrightable work under Section 201(B) of Title 17, United States Code. The A/E agrees not to assert or authorize others to assert any rights nor establish any claim under the design patent or copyright laws.

The A/E, for a period of three (3) years after completion of the project, agrees to furnish all retained works at the request of the US Government. Unless otherwise provided in this modification, the A/E shall have the right to retain copies of all works beyond such period, except in the case of classified designs, drawings, specifications, and any other documents.

Use and Return

Unless otherwise provided in the modification, the documents described in (a) above are not to be used by other than the A/E or by the A/E on other work and, with the exception of the signed A/E set, additional copies thereof provided to or made by the A/E shall be returned or suitably accounted for by the A/E upon final completion of the work.

CLIN 004 CONSTRUCTION SERVICES

Upon INL’s approval of the Construction Design package and associated Cost Estimate, the Contractor shall complete the turn-key construction/installation of the new ITP Dormitories Project on the selected site in full compliance with the approved design. Any variances from the approved package must be submitted in writing to the CO and receive written approval prior to continuing the construction.

Construction Requirements

The contractor’s role will consist of providing services for the construction of the ITP Dormitories

Project resulting in the delivery of a fully functioning facility, and may include, but not be limited to, verification of the design practicality, product submittals, all fabrications, shop drawings, equipment, transportation, tools, materials, labor, Bill of Quantity (BoQ), manpower estimates, schedules, cost estimates, Quality Assurance/Quality Control plan, Safety Plan, final commissioning of all electrical and mechanical components, reports, invoices, operations & maintenance manuals, spare parts, attic stock, and As-Built drawings.

The Contractor shall construct the ITP Dormitories Project per the approved 100% Construction

Documents. The proposed ITP Dormitories Project shall be a commercial-grade design. All mechanical, electrical and plumbing (MEP) systems shall be installed within the walls, floors, shafts, and/or above finished ceilings. Exposed surface mounted plumbing and electrical components shall not be allowed.

Walls shall be enclosed per commercial industry standards. The future safety of staff and maintenance of facility shall be a high priority during construction. Contractors shall not deviate from the design approved by INL without their prior approval.

It is INL’s intention that the Contractor work with local suppliers to construct the ITP Dormitories

Project that will meet the outlined requirements for INL and the Government of Honduras.

The Contractor will be licensed and certified to perform construction services in the country of

Honduras.

The Contractor shall provide all required Project Managers, Lead Engineers, Superintendents, Foremen, Quality

Inspectors, Safety Specialists, tradesmen, journeymen, installers, cleaners, etc. as required.

The Contractor must have an established office locally based in Honduras at the time of construction.

The Contractor will be required to supply qualified in-house engineering and/or skilled labor personnel, project management oversight, quality assurance/quality control oversight, and site safety monitoring.

Only upon the COR’s approval of required submittals, and the CNTP, shall the Contractor start construction of the ITP Dormitories Project on the selected site in full compliance with the approved design. Any variances from the approved package must be submitted in writing to the CO and COR and receive written approval prior to continuing the construction.

CONSTRUCTION STANDARDS

The Contractor shall adhere to any applicable Honduras construction codes and/or the International

Building Codes (IBC) (whichever is the most stringent) as applicable when performing the construction of the ITP Dormitories Project. Exceptions to using the code must be requested in writing and approved by the Contracting Officer (CO) or their designated representative. Other applicable standards shown below are not all-inclusive and are to be used for project design and construction as appropriate:

Honduran Regulations

• Honduran Construction Code (CHOC), where applicable.

• Honduran Fire Protection Regulations issued by the Cuerpo de Bomberos de Honduras (CBH).

• Applicable environmental regulations issued by the Secretaría de Recursos Naturales y Ambiente

(SERNA).

• Applicable regulations and permitting requirements of the local Municipality having jurisdiction.

• Applicable requirements of national utility providers (ENEE, SANAA, or other utility authorities), as applicable.

International Codes and Standards

• International Existing Building Code (IEBC)

• International Mechanical Code (IMC)

• International Electromechanical Code (IEC)

• International Fire Code (IFC)

• National Fire Protection Association (NFPA)

• American Concrete Institute (ACI)

• Underwriters Laboratories (UL)

• American Standards for Testing and Materials (ASTM)

• American Society of Mechanical Engineers (ASME)

• Illuminating Engineering Society of North America (IESNA).

• Manufacturer’s O&M manuals

Mobilization and Deliveries

Upon receipt of the approved final construction documents, the Contractor shall begin mobilizing on site. The Contractor is required to purchase all necessary equipment and materials and arrange for transportation and shipment to the project site. Mobilization shall be completed within 21 calendar days after issuance of a "Notice to Proceed" (NTP).

Storage of Materials

Proper storage of materials is the sole responsibility of Contractor.

• Protect all materials susceptible to moisture including, but not limited to, all roll goods, insulation, cant strip, wood, and plywood in dry, above ground, watertight storage. Keep all labels intact and legible, clearly showing the product, manufacturer, and other pertinent information.

• Store materials on site. Cover and protect materials subject to damage by weather, including during transit. Stored materials shall be available for inspection.

• Store flammable and volatile liquids in sealed containers located a minimum of 20 feet from existing buildings.

• Liquid products shall be delivered sealed, in original containers. Store rolls goods in an upright position.

• Distribute material, debris, and equipment over the roof deck to avoid damage to the structural deck. Place materials and equipment to be stored on the roof as nearly direct over structural members as can be determined. Secure equipment, material, and debris on the roof to prevent movement by wind or other elements.

Debris and Dust Control Measures

Contractor must make all reasonable efforts to prevent or control blowing dust and debris. Contractor shall be responsible for maintaining the site in such a manner that dust and other wind-borne debris transported to adjacent properties are kept to reasonable minimal levels during demolition and earthwork. The Contractor shall remove all demolition debris to a location identified by the INL POC.

Field Measurements

All measurements provided in this document are estimates. The contractor is responsible for verifying all measurements by taking field measurements at the start of the contract. Any substantial discrepancies between measurements provided in this document and field measurements that could alter the contract price must be reported immediately to the CO prior to continuing with the work.

CONTRACTOR PERSONNEL

The Contractor shall maintain discipline at the site and at all times take all reasonable precautions to pre-vent any unlawful, riotous, or disorderly conduct by or amongst those employed at the site and for the preservation of peace and protection of persons and property in the neighborhood of the project against the same. The INL POC may require, in writing, that the Contractor remove from the work site any employee that the INL POC deems incompetent, careless, insubordinate or otherwise objectionable, or whose continued employment on the project is deemed by the INL POC to be contrary to the

Government's interests.

For all Contractor personnel who shall be working on the jobsite, the Contractor shall submit within 15 days after contract award, a list of personnel assigned to this project. For each individual, the list shall include their full name, address, date of birth, place of birth (district and city), and nationality.

The INL POC reserves the right to deny access to any person deemed to be a security risk. The

Contractor shall promptly replace any personnel whose right to work is revoked by the Government.

Key Personnel

The Contractor shall identify and submit with their proposal a CV (Curriculum Vitae) for three key personnel with their proposal: Project Manager/Team Leader, Lead Architect, and Project Superintendent. The

Project Manager will be the main Point of Contact to coordinate the design and construction of the project.

The Project Manager will reside in Honduras during the entire construction process and be present at the site while construction works are in progress. Qualifications for the key personnel are:

Project Manager/Team Leader:

a. A bachelor’s degree or higher in Engineering – Architectural, Civil, or Structural, BS degrees in one or more of the categories will be considered on an individual basis.

b. Fifteen years of verifiable experience working in their assigned discipline area.

c. Proficient in written English

Lead Architect:

a. A bachelor’s degree in architecture from an accredited institution in Honduras or equivalent;

b. Licensed Architect

c. A minimum of 10 years of current experience in design of civil projects such as commercial buildings and institutional facilities.

d. Proficient in written English

Project Superintendent

a. A bachelor’s degree or higher in Civil Engineering or Architecture

b. 5+ years of on-site management experience

c. A minimum of 10 years of current experience in design of civil projects such as commercial buildings and institutional facilities.

d. Active professional registration with the Colegio de Ingenieros Civiles de Honduras (CICH) or the corresponding architects' college

e. A minimum of 10 years of current experience in design of civil projects such as commercial buildings and institutional facilities.

CVs for key personnel to include the following information:

a. Most recent professional experience

b. Education, including all relevant degrees awarded and institutions attended with dates.

c. Copies of all current certifications and licenses

d. Relevant work experience for the past five years

COST ESTIMATE

Professional Cost Estimating services are required for all cost-estimating tasks. These tasks include but aren’t limited to the following: Gathering of Cost Data during the site visits; performing price risk assessments; preparing life cycle cost analysis; and preparing cost estimates for facilities and infrastructures. Organize cost estimates according to ASTM E 1557 – 96 Standard Classification for

Building Elements and Related Site work.

The cost estimate shall be broken down by direct and indirect costs for labor, material and equipment.

Include the estimated man-hours for each line item in the estimates. Each cost estimate shall have an introductory narrative that outlines the criteria and assumptions used in the estimating process and include the major line items for the renovation of the spaces along with supporting features. The estimates shall use host country costing data but shall base the cost estimate in US dollars.

The Contractor shall provide pricing for materials, fabrication, equipment, storage, transportation, and…