DRAFT_SOW_4_7_22_1.pdf

DRAFT

STATEMENT OF WORK

Design-Build Barrier Weir and Fish Ladder Modifications / Tsoo Yess River Barrier and Fish Passage Project

U.S. Fish and Wildlife Service Makah National Fish Hatchery (NFH) – Neah Bay, Washington

January 2022

R:\EN-CGS Project Files\M21 Makah Design-Build Barrier Weir and Fish Ladder 2021 ZS - xx\Contract

- Design-Build Services (2022)\2 Contract Docs\2 - Construction Solicitation (140-X)\3 - Statement of Work - 01-2022\3 - MNFH. Statement of Work. 01-2022.docx

1.0. GENERAL INFORMATION.

1.1 Contractor shall provide Design-Build Services for the Construction of Barrier Weir and Fish Ladder Modifications and All Associated Appurtenances. The Project / Contract is located at the Makah National Fish Hatchery in Neah Bay, Clallam County, Washington. An Initial 35% Design Drawings and Specifications have been prepared in advance for this Project / Contract. The Contractor shall be responsible for Developing, Preparing, and Submitting Design Development and Construction Documents (Drawings and Technical Specifications) at the 65% and 100% Construction Document Milestones using the Initial 35% Design Drawings and Specifications as a basis.

Deviations and/or changes from the initial 35% Design Documents shall not be permitted unless approved in advance with the Contract Engineer of Record and U.S. Fish and Wildlife Service and will be subject to review and approval / disapproval.

1.2 Contractor’s Qualifications: Contractors shall be experienced and have demonstrated positive past performance with the Design and Construction / Installation of Dam, Weir, Fish Ladder, and Water Control Structures Design and Construction.

Contractors shall demonstrate extensive knowledge, ability, and skill in Design and Construction of New and Modified Dam, Weir, Fish Ladder, and Water Control Structures.

Contractors shall demonstrate knowledge of All Relevant State and Federal Laws, Codes, Regulations, Standards, and Provisions.

Furthermore, Contractors shall demonstrate extensive experience applying this knowledge in Construction.

1.3 Refer to Section L and M of the Solicitation for Evaluation Factors. Bidding Contractors shall provide five (5) specific example Dam, Weir, Fish Ladder, and Water Control Structures Design and Construction Projects and/or Similar Scope Projects as part of their Past Experience (i.e. Recent Relevant Experience) and Past Performance Narrative, which have occurred over the last 5 years. In addition to Past Experience (Recent Relevant Experience) and Past Performance Evaluation Factors, the Design-Build Contractor (Contractor) shall be required to submit on Technical Capability and Technical Approach Evaluation Factors.

Design-Build Barrier Weir and Fish Ladder Modifications / Tsoo Yess River Barrier and Fish Passage Project

U.S. Fish and Wildlife Service

Makah National Fish Hatchery (NFH) – Neah Bay, Washington

January 2022

R:\EN-CGS Project Files\M21 Makah Design-Build Barrier Weir and Fish Ladder 2021 ZS - xx\Contract

- Design-Build Services (2022)\2 Contract Docs\2 - Construction Solicitation (140-X)\3 - Statement of Work - 01-2022\3 - MNFH. Statement of Work. 01-2022.docx

1.4 Regulatory Requirements: It is the Contractor’s responsibility to construct the Project in compliance with applicable requirements of federal and state laws, codes, rules, regulations, ordinances, and standards, including, but not limited to, those outlined below. Contractor shall have copies available of applicable codes and regulations for ready reference. These shall include, but are not limited to:

- State and Local Regulatory Requirements

- Federal Regulatory Requirements

- FWS Policies

- Codes

- NFPA 101 Fire and Life Safety Code, latest edition

- International Building Code as adopted by the Local Authority Having Jurisdiction.

- International Plumbing Code

- International Mechanical Code

- National Electrical Code

- Architectural Barriers Act (ABA)

1.5 In the event of a conflict, the most stringent laws, codes, regulations, standards, and provisions shall apply.

1.6 Makah Employment and Contracting Rights Office (MECRO).

1. For inquires contact the MECRA Compliance Coordinator, 360-645-3101 / 3114.

Comply with the 2004 Makah Employment and Contracting Rights Act of 2004; of which Section 5.1-Fees reads (in part):

a. For Contracts of $100,000.00 or more, Contractor shall pay a one-time fee of two percent (2%) of the total amount of the contract, plus a fee of 2% of any increase in the contract amount.

b. For Contracts under $100,000.00 the fee assessed will be (1%) of the total contract plus a fee of 1% of any increase in the contract amount.

c. Contracts under $10,000.00 the fee assessed will be $50.00 with the exception of Enrolled Makah Tribal Members.

d. Contracts under $500.00 the fee assessed will be $5.00 with the exception of Enrolled Makah Tribal Members.

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Please note, the Above Assessment of Fees for Contracts is provided for Reference ONLY. Contractor shall independently verify and validate Actual Fee Assessments with Makah as Fees may have changed.

2.0 WORK LOCATION AND PERIOD OF PERFORMANCE.

2.1 Work Location: Makah National Fish Hatchery (MNFH), 897 Hatchery Road, Neah Bay, Washington 98357.

Project Site Coordinates: LAT.: 48.28948100, LONG.: -124.65119200.

2.2 Period of Performance:

Start Date: April 1, 2022 – Estimated (Depends on NTP Date).

End Date: September 30, 2023 – Estimated (Depends on NTP Date).

Site Conditions of the area of interest consist of the Tsoo-Yess River System, riparian areas, and low-lying wetlands. The soil is a sandy loam. The approximate Construction Work Window for the Project will be mid-June through End of September of each year.

In-Water Construction Work Window:

(Mid-June through End of September).

In the event of damage to government property resulting from demolition and/or construction, the contractor shall return the damaged area to its original condition or ‘better’ condition. The contractor will also be instructed where to access the Construction Site to minimize potential damage to the existing resources.

The Period of Performance for this Contract is 1-year and 6-months from the actual date of Notice to Proceed (NTP) Letter. Anticipated Delivery Date for NTP Letter is 30 Days Following Initial Contract Award Date. Above dates shown are tentative and subject to change. Contractor shall coordinate with the Hatchery Manager and/or Project Leader for a Proposed Construction Work Window. The Final Accepted Construction Work Window will be mutually agreed to between the Contractor and USFWS Makah NFH prior to Construction.

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2.3 Normal Business Hours for the Hatchery, Monday thru Friday 7:00 a.m. - 5:00 p.m. Work Activities shall be performed during Normal Business Hours. Limited accommodation to an alternate schedule maybe possible with coordination with on-site FWS staff. In the event of emergencies, Contractor shall provide contact information.

2.4 Non-duty hours include week nights, weekends, and Government holidays (New Year’s Day, Martin Luther King JR.’s Birthday, President’s Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran’s Day, Thanksgiving Day, Christmas Day).

3.0. DEFINITIONS.

Not Used.

4.0. BACKGROUND.

The Makah National Fish Hatchery (MNFH) is operated by the U.S. Fish and Wildlife Service (USFWS). It is located approximately 77.6 miles northwest of Port Angeles, Washington and approximately 56.1 miles northwest of Forks, Washington. The nearest major City/town is Port Angeles, Washington. The MNFH has identified the requirement for Barrier Weir and Fish Ladder Construction Modifications and Repairs. The Construction Modifications and Repairs include the following Project Design-Build Elements:

A. Demolition of the Existing Wood Timber Sloping Apron on the downstream end of the hatchery in-river Barrier Structure and Replacement with a New Pre-cast Concrete Apron Structure. This work includes Miscellaneous Demolition and Removal of Concrete at Connections and Removal of Existing Cast-In-Place Tide Gates. This Work will also Require Temporary De-Commissioning and Subsequent Re-Connection of an Existing Electrical Barrier System.

B. Construction of a New Concrete Transport Channel Structure to Extend the Existing Fish

Ladder Entrance approximately 100 Feet further to be positioned along the River Bank Line and Improve Attraction of Fish into the Ladder. This New Transport Channel includes associated Bypass Piping Extension, Metal Grating and Handrails and an Isolation Slide Gate at the Entrance.

C. Demolition and removal of the Existing Auxiliary Water Supply (AWS) Grates within the

Ladder Structure and Replacement with New Grate Assemblies.

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D. Demolition of a Portion of the Existing Ladder System, which has historically not been utilized.

Installation of the New Improvements described above will require Extensive De-watering of the Site, Excavation and Backfill for the Ladder Entrance Channel Extension, Installation of New Structures, and Installation of Miscellaneous Metal Fabrications. As noted on the drawings, the De-watering and Installation Work will require sequencing to allow continued Hydraulic Operation of the Hatchery.

Finishing Operations will include Backfilling and Installation of Riprap Armoring, Re- Establishment of the Existing Electrical Barrier System and Installation of an Isolation Slide Gate Valve. All Work will be subject to in-water permits as outlined in the specifications.

5.0. SCOPE OF WORK.

Remaining Permits and Construction Operating Permits.

Pre-Demolition and Pre-Construction Permitting. Development, Preparation, and Submittal of Remaining Permit Applications and Supporting Documents to the Permit Agencies / Permit Authorities for Review and Approval / Disapproval. Contractor shall be responsible for Identification of Remaining Permits and Construction Operating Permits through a Permit Registry. After identifying Remaining Permits and Construction Operating Permits, the Contractor shall apply for, Pay, and Secure the Permits to result in successful project delivery.

USACE and JARPA Permit Status and Conditional Approvals.

At this point in time, the U.S. Fish and Wildlife Service has developed, prepared, and submitted the Joint Aquatic Resources Permit Application (JARPA) and Detailed Project Description (DPD). U.S. Army Corps of Engineers (USACE) has submitted in response, the Nationwide Permit (NWP) 39 Terms and Conditions, Certificate of Compliance Form for the Army Permit, Mitigation Work Completion Report Form, and Nationwide Permit Authorization Conditional Approval Letter. The Conditions noted in the Conditional Approval Letter apply to the Awardee Contractor selected for Contract Award. The Awardee Contractor selected for Contract Award shall factor in the Permit Conditions and Requirements into their Scope of Work and Proposal.

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Specifically, the Awardee Contractor selected for Contract Award shall assist the U.S. Fish and Wildlife Service with editing the Certificate of Compliance Form for the Department of the Army Permit and shall assist with editing the Mitigation Work Completion Report Form.

Editing includes but is not limited to inserting Project Work Notes when construction and restoration work is in the pre-construction status, in-progress work status, and work complete status.

Editing additionally includes developing and submitting photographs of pre-, in-progress, and post permit authorized work and plantings work performed or to be performed, and development, preparation, and submittal of As-Build Drawings and Mark-Up Specifications for the Work Authorized by the Permits.

Makah Fisheries and Makah Water Quality Department Permit Status and Conditional Approvals.

The U.S. Fish and Wildlife Service has received the Section 401 Water Quality Application and Certification and Makah Fisheries Conditional Approval Letter. A previous Public Comment Period has been fulfilled. The Conditions noted in the Section 401 Conditional Approval Letter apply to the Awardee Contractor selected for Contract Award. The Awardee Contractor selected for Contract Award shall factor in the Permit Conditions and Requirements into their Scope of Work and Proposal.

Makah Cultural Resources Permit Status and Conditional Approvals.

Makah Cultural Resources has determined, a Cultural Resource Survey is not required prior to performing on-site Work. However, the U.S. Fish and Wildlife Service and Awardee Contractor selected for Contract Award shall closely coordinate with the Makah Cultural Resources Office for scheduling of an On-Site Makah Tribe Cultural Resources Project Monitor prior to performing On-Site Work. At a Minimum, the Makah Tribe Project Monitor shall be on-site for All of the Contractor’s Ground Disturbing Activities to include but not be limited to Excavation, Over-Excavation, Placement of Fill, Backfill, and Compaction unless noted otherwise by the Makah Tribe Cultural Resources Office. Please note, the Makah Cultural Resources Conditional Approval Letter is pending. The Conditional Approval Letter will detail Makah’s specific Cultural Resource Requirements for this Project subject to change at any time.

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Summary.

To reiterate, the Scope of Work for this contract shall include Remaining Permitting, Permitting Assistance, Design, De-watering, Demolition, Construction, and Installation of the Following Project Design Elements:

Demolition, Removal, Recycling, and Disposal of Existing Wood Timber Sloping Apron on the Barrier Weir Structure.

Temporary De-Commissioning and Subsequent Re-Connection of an Existing Electrical Barrier System.

Demolition, Removal, Recycling, and Disposal of the Existing Auxiliary Water Supply (AWS) Grates within the Ladder Structure and Replacement with New Grate Assemblies.

Demolition, Removal, Recycling, and Disposal of a Portion of the Existing Ladder System, which has historically not been utilized.

Construction and Installation of:

New Reinforced Concrete Transport Channel Structure to Extend the Existing Fish Ladder

Entrance.

New Pre-cast Concrete Apron Structure on the downstream end of the in-river Barrier

Structure.

Restoration of Stream Channel, Surrounding Site, Re-Seeding, Re-Vegetation, and Bank

Riprap Armoring.

The Contractor shall accomplish the following Tasks if awarded this contract:

5.1 TASK 1. Field Verification Site Visit. Review of Existing Site Features and Existing Site Conditions. Document Review, Planning, Development, Preparation, and Submittal of Project Documents.

(Base TASK).

Review Drawing Pages 1R-WA-822-257- 1.0 through 23.0 and All Associated Contract Documents.

Perform a Field Verification Site Visit and Review Existing Site Features and Existing Site Conditions. [The General Contractor Management Team and their Design Team shall be required to Attend this Field Verification Site with USFWS.]

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After Performing the Field Verification Site Visit, Develop, Prepare, and Submit General Requirement Specification Submittals under Division 01.

Develop, Prepare, and Submit Technical Specification Submittals under All Remaining Division Sections.

As New Technical Specifications are Added during the Development of 35% Design Drawings to 100% Construction Documents, the Contractor shall update their Submittal Registry and Submittals as Necessary.

Deliverables:

(1) Electronic Copy of the Design-Build Contractor’s Field Verification Site Visit Notes.

Electronic Drawing Deliverables shall be submitted in DWG and PDF File Extensions and include the Color Table (CTB) File Extension for accurate plotting of the line weights in CAD. Deliverables other than Drawing Deliverables shall be submitted in PDF File Extensions and DOCX File Extensions when available.

5.2 TASK 2. 65% Draft Construction Documents (Drawings and Specifications).

(Base TASK).

The 65% Draft Construction Drawings and Specifications shall fully define and describe All Base and Option Tasks / Elements selected for Contract Award and required for constructing this Project. The Level of Detail for the Design and Engineering Sections of Work shall be as follows:

The 65% Submittal Documents shall describe All of the Architectural, Engineering, Dewatering, Temporary Construction, Demolition, and Construction Design Elements to be included in the Final Document Package, including, but not limited to the following:

Renderings, Existing Conditions Plans, De-watering and Diversion Plans, Demolition Plans, Recycling Plans, Disposal Plans, Site Plans, Topographic Survey Background Base Maps, Stream Channel Maps, Barrier Weir Structure Elements, Fish Ladder Structure Elements, Dredging Elements, Sections, Elevations, Details, Engineering Design Drawings, Design Criteria, Design Parameters, Design Calculations, Hydrology

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Calculations, Hydraulic Calculations, Code Analyses, Project Constraints, Environmental Constraints, Engineering Design Schedules, Project Design Narrative Description, and Technical Specifications.

The 65% Technical Specifications shall be Developed, Prepared, and Submitted in PDF and DOCX File Extensions. The 65% Technical Specifications shall be incorporated into the 100% Technical Specifications.

The Contractor shall incorporate the findings of any Cultural Resource Evaluations

(provided by the USFWS Project Leader) to determine necessary Cultural Coordination, Report / Application Preparation (including supporting documents), or documents for processing through the Federal, State, and Tribe regulatory entity. (For example, Tribal Employment Rights Office (TERO) agreements if Applicable).

The Drawings shall indicate work, which has Added any Scope (beyond the Scope of the

Contract) using Revision Clouds and Annotations. A separate Accounting by the Contractor shall be provided in XLSX File Extension for Changes to Scope (considered beyond the Scope of the Contract) Any Changes to Scope beyond the Scope of the Contract shall be Approved by the Government (USFWS) prior to the Contractor continuing with the next Phase. The 65% Submittal shall also identify “Work by Others” required for the Project to be successfully Constructed / Installed as Designed.

The Contractor’s Professional Engineer (PE) and Professional Land Surveyor (PLS) under Subcontract shall conduct a Safety Analysis - Perform Code Reviews, and Ensure the Design and Construction complies with (but is not limited to) the USFWS Manuals, Current Edition of the Federal and State OSHA Safety Requirements, Applicable Bridge and Dam Safety Regulations, National Fire Protection Association 101 Life Safety Code, National Electrical Code, International Plumbing Code, International Building Code, International Mechanical Code, National Gas Code, and Similar Model Codes.

The Contractor shall be required to Apply For, Pay, and Secure Remaining Permit

Applications, Inspections, and Develop, Prepare, and Submit Supporting Documents (to include but not be limited to: Environmental, Cultural Resource Clearance, Utility Company, Local Building Department, and Local Department of Transportation Permits and Inspections).

Unless explicitly agreed to otherwise by the USFWS, Identify, Annotate, Develop,

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Prepare and Submit Remaining Permit Applications for USFWS Signature with Supporting Documents (To Include But Not be Limited To: Permit Drawings, Narratives, Biological Assessments, and Similar).

In summary, this 65% Draft Submittal shall include All of the Above Items to result in

65% Detail Drawings, 65% Technical Specifications, and a 65% Design and Construction Schedule.

(1) Electronic Copy of 65% Draft Drawings and Specifications (plans, elevations, sections, and construction details).

(1) 65% Draft Design Summary / Project Narrative.

(1) 65% Draft Design and Construction Project Schedule.

(1) Completed USFWS Safety Checklist.

(1) Copy of All Remaining Permit Applications and Supporting Documents Unless Noted Otherwise by USFWS.

(1) Electronic Copy of the 65% Draft Permit and Submittal Registry.

Electronic Drawing Deliverables shall be submitted in DWG and PDF File Extensions and include the Color Table (CTB) File Extension for accurate plotting of the line weights in CAD. Deliverables other than Drawing Deliverables shall be submitted in PDF File Extensions and DOCX File Extensions when available.

5.3 TASK 3. 65% Final Draft Construction Documents (Drawings and Specifications).

After Responding to 65% USFWS Draft Review Notes, the Contractor’s Architect-Engineer Company shall develop, prepare, and submit 65% Final Draft Construction Documents consisting of drawings, specifications, and an Engineer’s Opinion of Probable Construction Cost and the Contractor’s Opinion of Probable Construction Schedule. The Contractor shall provide Review Copies of the 65% Final Draft Construction Documents to the USFWS within 45 Calendar Days after Receipt of Review Notes concerning the 65% Draft Construction Document Submittal.

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(1) Electronic Copy of the 65% Final Draft Drawings and Specifications (to include plans, elevations, sections, and construction details).

(1) Electronic Copy of the 65% Final Draft Design Summary / Project Narrative.

(1) Electronic Copy of the Engineer’s Opinion of Probable Construction Cost.

(1) Electronic Copy of the Contractor’s Opinion of Probable Construction Schedule.

(1) Electronic Copy of the 65% Final Draft Permit and Submittal Registry.

Electronic Drawing Deliverables shall be submitted in DWG and PDF File Extensions and include the Color Table (CTB) File Extension for accurate plotting of the line weights in CAD. Deliverables other than Drawing Deliverables shall be submitted in PDF File Extensions and DOCX File Extensions when available. Registries (Registers) for Permits and Submittals shall be submitted in XLSX File Extensions.

5.4 TASK 4. 100% Draft and Final Draft Construction Documents (Drawings and Specifications) – Approved for Construction Set.

(Base TASK).

After Finalizing the Response to the 100% Draft USFWS Review Notes, the Contractor’s Architect-Engineer Company shall develop, prepare, and submit 100% Final Draft Construction Documents consisting of Final Drawings, Specifications, and a Contractor’s Opinion of Probable Construction Schedule.

(1) Electronic Copy of 100% Draft Drawings and Specifications (to include plans, elevations, sections, and construction details) for Review and Approval.

(1) Electronic Copy of 100% Final Draft Drawings and Specifications (to include plans, elevations, sections, and construction details).

(1) Printed 22 x 34 Inch Size Drawings and (1) Printed 8.5 x 11 Inch General and Technical Specifications Manual mailed to Makah National Fish Hatchery.

(1) Electronic Copy of the 100% Draft Design Summary / Project Narrative for Review and Approval.

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(1) Electronic Copy of the 100% Final Draft Design Summary / Project Narrative.

(1) 100% Stage Electronic Copy of the Engineer’s Opinion of Probable Construction Cost.

(1) 100% Stage Electronic Copy of the Contractor’s Opinion of Probable Construction Schedule.

(1) Electronic Copy of the 100% Draft and Final Draft Engineering Design Calculations for Landscape Architecture, Civil, Water Resources, Hydrology, Hydraulic, Biological, Environmental, Structural Engineering Design Elements, and All Additional Design Elements and Engineering Disciplines Required for Successful Performance of the Design Work.

(1) Electronic Copy of the 100% Permit and Submittal Registry, which includes a Minimum Listing of Required Submittals to be submitted Prior to, During, and After Demolition and Construction. The Submittal Registry shall incorporate the Permit Registry Prepared and Submitted in TASK 2.

As-Built (As-Build) Record Drawings. The Contractor shall work with the Site Superintendent(s) during Construction to Document any Field Changes and provide CAD As- Build Record Drawings at the Closeout of the Project.

(1) Electronic Copy of As-Build Record Drawings.

(1) Printed Mark-Up 22 x 34 Inch Size Drawings and (1) Printed Mark-Up 8.5 x 11 Inch General and Technical Specifications Manual mailed to Makah National Fish Hatchery.

Electronic Drawing Deliverables shall be submitted in DWG and PDF File Extensions and include the Color Table (CTB) File Extension for accurate plotting of the line weights in CAD. Deliverables other than Drawing Deliverables shall be submitted in PDF File Extensions and DOCX File Extensions when available. Registries (Registers) for Permits and Submittals shall be submitted in XLSX File Extensions.

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5.5 TASK 5. Mobilization and De-Mobilization from Project Site.

Mobilize All Labor, Materials, PPE, Equipment, Tools, and Resources onto the Project Site.

De-Mobilize All Labor, Materials, PPE, Equipment, Tools, and Resources from the Project Site.

5.6 TASK 6. Provide and Install Dewatering System.

(Base TASK).

Design-Build Sheet Pile and / or Coffer Dam Dewatering System in accordance with Recommendations from previous Geotechnical Report Developed, Prepared, and Submitted by Geotechnical Engineering Company.

[De-watering System Design Drawings shall be signed, stamped, and Sealed by a Professional Engineer registered in the State of Washington.]

Provide and Install Emergency Pumping Capability and/or Capabilities.

Provide and Install Emergency By-Pass Piping as required to pump High River flows around De-watered Work Area.

Existing 42" Hatchery Discharge Pipe to be used As Primary De-watering Diversion

(Route River Flow through Hatchery during Construction). Coordinate with Hatchery for Specific Requirements and Timing.)

Refer to 35% Design Drawings for Initial Specific Requirements for De-watering System, which may require Adjustment by the Design-Build Contractor prior to and / or during Work Activities.

Coordinate Construction Staging with Hatchery.

Determine Locations of Equipment Placement during Work Activities and Placement of

Material Lay Down Areas.

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Re-Water River Bed After All Base and/or Option Work Tasks are Accomplished and After a Final Walk Through and Inspection has been Performed by the Government.

5.7 TASK 7. Perform Selective Demolition and Protect Existing Site Features and Structures. PHASE 1. Barrier Weir.

(Option TASK).

De-Energize and Disconnect Electrical Cables, Wires, and Hanging Probes prior to Barrier

Weir Work Activities.

Demolish, Remove, and Dispose of Timber Deck Apron Structure on Downstream Side of

Barrier Weir.

Re-Assemble Electrical Cables, Wires, and Hanging Probes.

Connect and Re-Energize Electrical Cables, Wires, and Hanging Probes System ONLY After

All Project Work is Complete.

[Dispose of Demolished Materials to a Location Off-Site at a Licensed Disposal Facility Unless Otherwise Noted.] (Includes All Associated Excavation, Over-Excavation, Fill, Backfill, and Compaction required for 100% Demolition, Removal, and Disposal of Reinforced Concrete Structure Components Selected for Demolition and to Restore the Site.)

Refer to 35% Design Drawings for Specific Requirements for Demolition, Removal, and Disposal, which may require Adjustment by the Design-Build Contractor and their Designers prior to and / or during Work Activities.

5.8 TASK 8. Perform Selective Demolition and Protect Existing Site Features and Structures. PHASE 2. Fish Sluice Way Structure.

(Option TASK).

Demolish, Remove, and Dispose of Existing Fish Sluice Way Structure – Select Sections. Refer to 35% Design Drawings for Approximate Extents of Demolition. Leave Existing Wing Wall at River Bank Intact. Provide and Install Compacted Fill and Backfill and Crushed Rock Road Surfacing to Match Existing. Re-Vegetate Areas with Vegetation as Necessary.

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[Dispose of Demolished Materials to a Location Off-Site at a Licensed Disposal Facility Unless Otherwise Noted.] (Includes All Associated Excavation and Over-Excavation required for 100% Demolition, Removal, and Disposal of Reinforced Concrete Structure Components selected for Demolition.)

Refer to 35% Design Drawings for Specific Requirements for Demolition, Removal, and Disposal, which may require Adjustment by the Design-Build Contractor prior to and / or during Work Activities.

5.9 TASK 9. Perform Selective Demolition and Protect Existing Site Features and Structures. PHASE 3. Fish Ladder Structure.

(Option TASK).

Sawcut Northeast Lower Wall of Existing Fish Ladder located approximately 3 Feet Below

Grade and Fill in Ladder Section with Demolition Debris and General Fill.

Sawcut, Remove, and Dispose of Existing Lower three (3) Ladder Weirs.

Remove and Dispose of Existing AWS Grill Racks in Vertical Wall of Lower three (3)

Ladder Pools. Sawcut Grill Openings Higher in Concrete Wall.

[Dispose of Demolished Materials to a Location Off-Site at a Licensed Disposal Facility Unless Otherwise Noted.] (Includes All Associated Excavation, Over-Excavation, Fill, Backfill, Compaction, and Re- Vegetation required for 100% Demolition, Removal, and Disposal of Reinforced Concrete Structure Components selected for Demolition and to Restore the Site.)

Refer to 35% Design Drawings for Specific Requirements for Demolition, Removal, and Disposal, which may require Adjustment by the Design-Build Contractor prior to and / or during Work Activities.

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5.10 TASK 10. Site Restoration and Re-Vegetation.

(Option TASK).

Stockpile Topsoil and Place on Surface 12 Inches Thick as Part of Backfill Operation. Rake

Smooth and Provide Hydro-Seed Cover Drought Tolerant Mix on All New and Disturbed Soil Areas.

Protect Existing Bank During Construction to Prevent Soil Sloughing, Soil Erosion, and to Prevent Soil Spill-Off into River Channel.

Integrate New Rip Rap Bank Section Smoothly into Existing Bank Line at Interface.

Perform Channel Bottom Restoration at locations of Channel Bottom Disturbance.

Individually Place Rip Rap Protective Armor on All Disturbed Banks during Construction.

Provide and Install New Rip Rap at Toe of New Barrier Apron Structure.

Refer to 35% Design Drawings for Initial Specific Requirements for Site Restoration and Re- Vegetation, which may require Adjustment by the Design-Build Contractor prior to and / or during Work Activities.

5.11 TASK 11. Provide and Install Site, Sediment, and Erosion Control Measures.

(Base TASK).

Provide and Install Erosion Control Sediment Fences and Curtains.

Provide and Install Temporary Lined Drainage Channel.

Provide and Install Rock Construction Entrance.

Provide and Install Concrete Wash Out Area.

Provide and Install Straw Wattles.

Provide and Install Surface Pipe - Slope to Drain.

Design-Build Fabric Slope Protection under New Rip Rap Banks.

Provide and Install Topsoil and Planting Restoration on Fill Areas.

Refer to 35% Design Drawings for Initial Specific Requirements for Site, Sediment, and Erosion Control Measures, which may require Adjustment by the Design-Build Contractor prior to and / or during Work Activities.

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5.12 TASK 12. Construct and Install Barrier Weir Structure Construction Modifications.

(Option TASK).

(Includes All Associated Excavation, Over-Excavation, Fill, Backfill, and Compaction required for 100% Turnkey Construction / Installation.) Fill to be Placed in Maximum 6-Inch Lifts Compacted Depth.

Refer to 35% Design Drawings for Specific Requirements on Structure Construction Modifications, Repairs, and Retrofits. Note, the Barrier Weir Structure Modification is a Contractor Design-Build. Refer to Geotechnical Engineering Report for specific soil requirements.

5.13 TASK 13. Construct and Install Fish Ladder Structure Construction Modifications.

Extend Fish Ladder Transport Channel out to Main River Channel.

(Option TASK).

(Includes All Associated Excavation, Over-Excavation, Fill, Backfill, and Compaction required for 100% Turnkey Construction / Installation.) Fill to be Placed in Maximum 6-Inch Lifts Compacted Depth.

Refer to 35% Design Drawings for Specific Requirements on Structure Construction Modifications, Repairs, and Retrofits. Note, the Fish Ladder Transport Channel Extension is a Contractor Design-Build Element. Refer to Geotechnical Engineering Report for specific soil requirements.

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5.14 TASK 14. Remove Gravel Bar Downstream of Barrier Weir Structure in Main River Channel and Stockpile Material at an Upland Location more than 200 Feet Distant from Waterways and Agreeable to the Makah Nation, Makah National Fish Hatchery, and Permitting Entities.

(Option TASK).

Remove Gravel Bar Downstream of Barrier Weir Structure in Main River Channel and Stockpile Material at an Upland Location more than 200 Feet Distant from Waterways and Agreeable to the Makah Nation, Makah National Fish Hatchery, and Permitting Entities.

The Size of the Existing Gravel Bar is estimated at 100 Feet Wide by 80 Feet Long by 5 Feet in Depth. The Contractor shall field verify Actual Volume and Weight of Gravel Bar prior to bid or after Contract Award and before performing on-site Gravel Bar Removal.

Contractor shall delineate on the 65% and 100% Construction Drawings the Required Storm Water Management System installation to be provided and installed to prevent Excessive Run Off and Overland Flow at the Stockpile Area and Upland Location.

5.15 TASK 15. Contractor’s Quality Assurance and Quality Control Program.

(Base TASK)

Perform Special Inspections and Tests for the Full Duration of On-Site Work Activities and as part of the Contractor's Quality Assurance and Quality Control Program and Plan (QA-QCPP).

Contractor shall Engage and Subcontract with a Third Party Materials Testing Company.

Materials Testing Company Scope to include but not be limited to:

Laboratory, Shop, and Field Inspection and Test Reports for:

Products and Materials Proposed and Selected for Installation.

Relative Compaction and Geotechnical Site Specific Soils Review.

International Building Code - Special Inspections and Tests for Building and Non-Building

Structures.

Downstream Water Quality Sampling, Testing, and Test Results for Turbidity Monitoring downstream of the Project Site and in accordance with Washington Administrative Codes (WACs). Refer to Baseline Turbidity Plan for Specific Requirements.

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5.16 TASK 16. Design-Build Contractor’s A-E Construction Management Services.

(Option TASK)

The Contractor’s A-E shall provide the following Title III construction management services:

A. Review and Recommend Acceptance or Rejection of construction schedules, submittals, shop drawings, and Operation / Maintenance Manuals. Construction contractor shall electronically furnish submittals to the A-E and COR. Upon receipt of the submittal, the A-E shall Review and Approve / Disapprove the submittal within ten (10) business days. A-E shall distribute responses through a SharePoint website and via email. A-E shall maintain a log for these Documents and Update Each Action as to Determination and Action Required.

B. Participate in Telecom / Video Meetings to provide technical advice or expertise to the Contractor and Government. Weekly Telecom / Video Meetings may be required with All Project Stakeholders. A-E shall provide any necessary input on agenda, meeting minutes, and open items three days prior to each Meeting.

C. A-E shall provide (1) Competent Construction Project Inspector on-site during the critical periods of construction, and on an intermittent basis to verify the Construction Work is Completed in compliance with the 100% Final Draft Construction Documents.

1. If at any time the A-E discovers that the construction contractor is not performing the work in accordance with the contract documents, the A-E shall immediately notify the COR and CO in writing or by email. A-E shall be specific in stating the contractor’s noncompliance and provide recommended corrective actions.

2. A-E shall verify design assumptions align with actual field conditions. A-E will propose design modifications when the field conditions differ.

3. During site visits, A-E shall maintain Accurate and Complete Inspection Reports of the Prime Contractor and their Subcontractors working onsite. At a minimum, the following information shall be provided for each report:

(a) Company names, total number of workers onsite for each company and job titles;

(b) Number and type of equipment onsite;

(c) Description of work activities. This shall include the type of activities, location of

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(d) Photographs to document Construction Progress and support any noted deficiencies;

(e) Signature of the A-E Inspector.

4. A-E shall confirm the Construction Contractor is performing All Quality Assurance and

Quality Control Inspection and Testing required by the Construction Documents. A-E shall review test results to determine if the results are in compliance or not. If not in compliance, A-E shall inform the COR in a timely manner so the USFWS can direct the construction contractor as to the necessary corrective actions.

5. A-E shall inform the COR of any safety rules and regulations, which are not being followed by the construction contractor or their subcontractors. Regulations include, but are not limited to those set by OSHA. A-E shall immediately stop work that endangers the lives of any worker onsite.

At Final Project Inspection, A-E shall provide All Necessary and Required Disciplines / Specialists to perform Final Project Inspection and Commissioning Oversight.

5.17 TASK 17.

(Base TASK)

All Other Necessary Work for a Complete and Operable Project In Accordance With All The Requirements of the Contractor's Professional Engineer's Stamped and Signed Bid Documents (Drawings and In-Drawing Specifications) developed under this Design-Build Contract.

Baseline Submittals to be submitted Prior To, During, and After Construction.

The Contractor shall develop, prepare, and submit the following Baseline Submittals for Pre- De-watering, Pre-Demolition, Pre-Construction, Dewatering, Demolition, and Construction Stages to include but not be limited to the following:

Prepare and Submit a Schedule of Values. Refer to General Specification Section 01 20 00 – Payment Procedures.

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Prepare and Submit a Master Submittal List. Refer to General Specification Section 01 33 00 Submittal Procedures for Master Submittal List Requirements.

Prepare and Submit Subcontractor List and Key Personnel Names. Refer to General Specification Section 01 34 00 – Baseline Submittal List.

Prepare and Submit Site Specific Safety Plan, Job Hazards Analysis (JHA), and Health and Safety Plan (HSP). Provide Detailed Project Data in the Site Specific Safety Plan, Job Hazards Analysis (JHA), and Health and Safety Plan (HSP). Refer to General Specification Section 01 34 00 – Baseline Submittal List.

Prepare and Submit Testing Agency Qualifications, Permits, Licenses, and Certificates.

Refer to General Specification Section 01 34 00 – Baseline Submittal List.

Prepare and Submit Contractor’s Dewatering Plan.

Prepare and Submit Contractor’s Demolition and Construction Schedule, Demolition/Construction Schedule Updating Reports, Daily Construction Reports, Site Condition Reports, and Qualification Data.

Prepare and Submit Quality Assurance and Control Plan (QA-QCP). Provide delineation of Laboratory and Insitu (Onsite) Tests and Inspections to be performed by the Contractor’s Independent Testing Agency under subcontract. Refer to Technical Specifications for Scope and Quantity of Tests and Inspections required for the Project.

Prepare and Submit Site Utilization Plan and Project Identification and Temporary Signs. Refer to General Specification Section 01 51 00 – Temporary Facilities.

Prepare and Submit Product Substitution Requests (if applicable). Refer to General Specification Section 01 63 00 – Product Substitution Procedures.

Prepare and Submit Certificates, Landfill Receipts, Certified Surveys, and Final Property Survey (where required).

Prepare and Submit Proposed Protection Measures and Schedule of Selective Demolition Activities.

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Prepare and Submit Demolition, Recycling, and Disposal Plan, Recycling and Processing Facility Records, Landfill and Incinerator Disposal Records. Refer to General Specification Section 01 74 00 – Cleaning and related Specification Sections.

Prepare, Submit, and Maintain an On-site a Written Spill Prevention and Response Procedure.

Prepare, Submit, and Maintain a Toxic and Hazardous Materials Storage, Application, and Disposal Procedures.

Prepare and Submit Construction Plan. The Construction Plan shall describe how the Contractor plans to perform the Work of the Contract.

Prepare and submit Product Literature, Product Data, Material Safety Data Sheets (MSDS), and Product / Material Certifications for proposed new materials and products to be provided and installed.

Prepare and Submit Contractor’s List of Incomplete Items, Certified List of Incomplete Items, Certificates of Release, Certificate of Insurance for continuing coverage, and Schedule of Maintenance Material Items.

Prepare and Submit Operation and Maintenance Manuals and Final Manual Submittal.

Prepare and Submit Initial and Final Submittal Record Drawings, Record Specifications, Record Product Data. Refer to General Specification 01 78 00 – Closeout Submittals.

Prepare and Submit System Operation and Maintenance Instruction Manual and Course Materials to review the Operation and Maintenance of the new system(s) and provide USFWS Hatchery Employees with sufficient understanding of the system(s).

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Submittals Number of Copies and Format

Schedule of Values Master Submittal List (Submittal

Registry) Subcontractor List and Key Personnel

Names Site Specific Safety Plan Job Hazard Analysis (JHA) Health and Safety Plan (HSP) Qualification Data Testing Agency Qualifications Permits Licenses Certificates Contractor’s Dewatering Plan Contractor’s Demolition and

Construction Schedule Demolition/Construction Schedule

Updating Reports Daily Construction Reports Site Condition Reports Quality Control Plan (QCP) Site Utilization Plan Project Identification and Temporary

Sign Product Substitution Requests (if applicable) Certificates Landfill Receipts Certified Surveys (where required) Final Property Survey (where required) Proposed Protection Measures Schedule of Selective Demolition

Activities

Multiple Electronic Copies (.pdf file extensions)

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Demolition, Recycling, and Disposal Plan

Recycling and Processing Facility Records

Landfill and Incinerator Disposal Records

Written Spill Prevention and Response Procedure

Written Toxic and Hazardous Materials Storage, Application, and Disposal Procedures

Construction Plan Product Literature Product Data Material Safety Data Sheets (MSDS) Product and Material Certifications Contractor’s List of Incomplete Items Certified List of Incomplete Items Certificates of Release Certificate of Insurance for continuing coverage Schedule of Maintenance Material

Items Operation and Maintenance Manuals Final Operation and Maintenance

Manuals Initial and Final Submittal Record

Drawings Record Specifications Record Product Data System Operation and Maintenance

Instruction Manual and Course Materials

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6.0. GENERAL REQUIREMENTS.

Contractor shall provide supervision, labor, materials, equipment, tools, construction equipment, machinery, inspection, testing, start-up, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work.

6.1 Quality Assurance:

a. Contractor shall implement a Quality Assurance/Quality Control (QA/QC) Plan to verify products and services are free of errors or omissions. Use of Contractor’s internal QA/QC plan and procedures is OK; however, they shall be adapted to the specifics of this contract.

6.2 Submittal Reviews:

a. Contractor shall provide electronic submittals indicating Professional Engineer of Record and

Contractor Approval. Distribute the response via email to the USFWS.

6.3 Communications:

a. Contractor shall direct contracting related inquiries in writing or electronically to the CO during the pre-solicitation, solicitation, and contract period of performance. Contractor shall direct technical-related inquiries in writing or electronically to the COR.

6.4 Initial Field Visit

a. After issuance of Contract Award, the USFWS shall arrange for an Initial Conference Call

Project Kick-Off Meeting.

Topics to be covered during the Initial Conference Call Project Kick-Off Meeting:

- Contracting Requirements

- Scope and Objectives

- Ambiguities and Discrepancies

- Existing Facility Drawings

- Construction Work Window

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6.5 Subcontractors:

a. Contractor shall utilize general contractors and specialty subcontractors who are duly-licensed and well-qualified to perform the work, consistent with the contract documents.

Contracting officer may remove from the work any employee they deem incompetent, careless or otherwise objectionable. Refer to FAR Clause 52.236-5 for additional information.

b. Within fourteen (14) days after award of the contract, Contractor shall submit to the CO completed Standard Form (SF) 1413s for each subcontractor. Refer to FAR Clause 52.222- 11 for additional information.

c. Contractor shall obtain written approval from the SBA and USFWS Contracting Officer prior to any subcontracting. Refer to Paragraph (b)(3) of FAR Clause 52.219-12 for additional information.

6.6 Progress Schedules:

a. Prior to the pre-construction meeting, Contractor shall submit to the Hatchery and COR for review and approval, a preliminary project schedule, in .pdf format. At a minimum, schedule shall consider the periods of performance of each task stated within the bid schedule.

b. Contractor shall update the schedule every two weeks. Progress schedules shall be submitted to the Hatchery, CO, and COR. If at any time the contractor’s schedule shows any slippage in critical tasks or completion past the construction completion date, contractor shall narrate the reasoning for slippage and/or late completion.

6.7 Pre-construction Meeting:

a. After contract award and prior to commencement of work, the Hatchery and COR will arrange for a pre-construction meeting at the Makah NFH Office. Contractor, along with their major subcontractors, shall attend the face-to-face meeting. Meeting is expected to take place within fourteen (14) days after issuance of the contract award and take no longer than two (2) hours.

b. Meeting will address the contract requirements and identify and resolve any ambiguities or discrepancies. In accordance with FAR 36.212 and FAR Clause 52.236-26, the conference shall discuss statutory matters such as labor standards (refer to FAR Subpart 22.4). Other

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6.8 Temporary Facilities and Utilities:

a. Contractor shall furnish all temporary utilities needed, except as noted otherwise. Facilities and utilities include but are not limited to: Heating, lighting, non-potable water, telephone, material handling equipment, temporary construction aids and storage enclosures. Refer to FAR Clause 52.236-10 for additional information.

b. No electrical power is available to the Contractor.

6.9 Diligence: Contractor shall perform all construction activities efficiently and with the requisite expertise, skill and competence to satisfy the requirements of the contract documents.

Contractor shall at all times exercise complete and exclusive control over the means, methods, sequences and techniques of construction. Refer to FAR Clause 52.236-5 for additional information.

6.10 Supervision: Contractor shall provide a Project Manager or Project Superintendent on-site at all times while work is underway.