A04 Attachment 1 TishDrainageDBLPTASOW JJ jd.pdf

ATTACHMENT 1, Solicitation number:

TISHOMINGO NFH

2021 CANAL DRAINAGE & WATER

CONTROL STRUCTURES

Design-Build Statement of Work Johnston County, OK Asset # 10075822

Approvals

Hatchery Manager

Fisheries Supervisor

Chief, FMC

Chief, Infrastructure Management

Project Manager

Environmental Compliance

NA

Cultural Resources

Energy Compliance

United States Fish and Wildlife Service Division of Engineering 500 Gold Ave. S.W.

Albuquerque, New Mexico 87103

STATEMENT OF WORK

For Design and Build Tishomingo National Fish Hatchery

2021 Canal Drainage & Water Control Structures Johnston County, Oklahoma

January 2021

TABLE OF CONTENTS

PART 1: GENERAL

1.1 SERVICES & SCOPE

1.2 CONTRACTOR RESPONSIBILITY

1.3 CURRENT DESIGN LEVEL

1.4 BUDGET PARAMETERS

1.5 CONSTRUCTION SITE

1.6 ENVIRONMENTAL CONSTRUCTION CONSIDERATIONS

1.7 PERIOD OF PERFORMANCE

1.8 PROJECT MANAGER

1.9 GOVERNMENT FURNISHED INFORMATION

1.10 CONTRACTOR SUBMITTAL REQUIREMENTS

1.11 DEFINITIONS

PART 2: DESIGN SERVICES

2.1 DESIGN SERVICES SCOPE

2.2 DESIGN ENGINEER LICENSES

2.3 CODES AND STANDARDS

2.4 CALCULATIONS

2.5 DRAWING STANDARDS

2.6 STATE REGISTRATION OF DESIGN ENGINEERS

2.7 SPECIFICATION STANDARDS

2.8 PERMIT RESPONSIBILITY

2.9 DESIGN SCHEDULE AND REVIEW MEETINGS

2.10 PAYMENT FOR DESIGN SERVICES

PART 3: CONSTRUCTION SERVICES

3.1 GENERAL

3.2 PAYMENT PROCEDURES

3.3 PROJECT SAFETY

3.4 WORK HOURS

3.5 PROTECTIONS

3.6 CLOSEOUT PROCEDURES

3.7 CLOSEOUT DOCUMENTS

PART 4: GOVERNMENT RESPONSIBILITIES

4.1 DUTY TO COOPERATE

PART 5: SCHEDULE

6.1 DESIGN SCHEDULE

6.2 CONSTRUCTION SCHEDULE

PART 1: GENERAL

1.1 SERVICES AND SCOPE: The services required will include all the calculations, design and preparation of construction plans and specifications, for the correction of canal drainage issues at the Tishomingo National Fish Hatchery near Tishomingo, Oklahoma, for the U.S. Fish and Wildlife Service (FWS). Work under this Contract is located in Johnston County, Oklahoma.

1.1.1 PROBLEM STATEMENT: The drainage problem is that, during high water events, the canal overtops (at Area 5) and floods the Headquarters site to the south. The intended solution is to control excess flows moving downstream of the existing road crossing with a culvert and sluice gate type water control structure, and to divert excess water at a controlled level through a box culvert equipped with stop logs (Area 5 on attached site plans), into a natural drainage to the east. Along that natural drainage, another box culvert (at Area 6) is intended to prevent flooding and damage to the trail crossing, prior to the excess water flowing into Pennington Creek to the east. These items are shown on the attached plans and renderings.

The canal is fed through a sluice gate farther north with backed up water from a diversion dam on Pennington Creek. See attached photos. Hatchery Manager has been informed that the 4’ x 4’ sluice gate is designed to pass 10 CFS due to the limitation of head at the sluice gate by the relatively low elevation of the diversion dam. Hydraulic calculations show much greater flow potential if several feet of head exist above the sluice gate. Survey data is required to determine the relative elevations of the diversion dam and sluice gate, in addition to a hydraulic analysis of potential flow into the canal from the diversion dam and from overland flow during rainfall events, in order to properly size the water control structures in this project.

1.1.2 The project consists of hydrologic and hydraulic analysis, design and construction of water control structures, box culvert, and related drainage improvements at the Tishomingo

National Fish Hatchery site, including all civil, structural, and mechanical, systems in accordance with all applicable building codes and civil engineering industry standards. Site details and conceptual designs are shown on the attached site topographic survey and 20% Design renderings, and in this Design-Build Statement of Work.

1.1.3 Materials, equipment, and systems shall be of high quality, durable, and easily maintained.

1.2 CONTRACTOR RESPONSIBILITY: The contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents upon which construction is based.

1.3 CURRENT DESIGN LEVEL: The current design level has been developed to approximately 20% completion consisting of the attached renderings and the descriptions and requirements set forth in this SOW.

1.4 BUDGET PARAMETERS: Total project budget range is $200,000 to $250,000, which includes all design services, all construction described herein, all site development, utilities, and construction contingencies.

1.5 CONSTRUCTION SITE: The construction site is located north of the Headquarters Buildings at the existing Tishomingo National Fish Hatchery. See attached vicinity plan.

1.6 ENVIRONMENTAL CONSTRUCTION CONSIDERATIONS: Executive Order 13101 requires the Government to utilize materials that have recycled content and are environmentally preferable, to the extent practical, considering price, availability, and performance.

1.6.1 Research and specify “Environmentally Preferable Products” and “Recycled Products” wherever possible. This requirement shall include, but not necessarily be limited to considering products containing recycled content for concrete and steel. Utilize products, where practical, that are designated in the Environmental Protection Agency’s Comprehensive Procurement Guideline (www.epa.gov/cpg/).

1.7 PERIOD OF PERFORMANCE: See Section F of the solicitation /contract.

1.8 PROJECT MANAGER: The FWS Engineering Project Manager/Contracting Officer Representative for this project is Jeffrey Johns. Any questions regarding the scope of work and technical matters shall be directed to Jeffrey Johns, Architect/Civil Engineer, U.S.

Fish and Wildlife Service, 500 Gold SW, Albuquerque, NM 87102. Telephone: (505) 248-7955.

See Section G of the solicitation /contract.

1.9 GOVERNMENT FURNISHED INFORMATION: See also Section J of the solicitation /contract.

1.9.1 AutoCAD and pdf files of site survey by Frontier Land Surveying of July 2020 If the DB requires additional survey information, that shall be their responsibility as part of http://www.epa.gov/cpg/ the scope of their contract.

1.9.2 20% Water Control Structure pdf and Sketchup renderings.

1.9.3 Site Plans showing locations of Area 5 (Water Control Structures) and Area 6 (Box Culvert), and an overview of the entire site.

1.9.4 Photos and other historical records, and general site information will be provided if requested and as reasonable, by the government.

1.9.5 Geotechnical information for the site has not been collected and is not available.

If contractor requires this information, it shall be included in the contract proposal and awarded contract.

1.9.6 The government-furnished documents describe the general intent and desired components, functions and adjacencies. Modifications in the Contractor's proposal and during the design phase that are deemed to enhance the overall solution to the drainage problems, functionality or construction and cost, will be considered by the government.

1.10 CONTRACTOR SUBMITTAL REQUIREMENTS:

1.10.1 Submit for approval of the Contracting Officer within 10 days of Notice of Award, a Design/Build Management Plan for this project which includes a schedule of design review meetings and design submittals. The Contracting Officer may revise this schedule in consultation with the DB and FWS Engineering Project Manager and when approved this will become the schedule for the design portion of the project. There will be a minimum of four design phase milestones: A Design Kickoff Meeting; a Preliminary Construction Documents (50%) review, a pre-final Documents review (90%) and a Final document review (100%). The reviews shall include all aspects of design.

1.10.2 The Contractor shall submit the reports required in Section H to the FWS Engineering Project Manager (Contracting Officer’s Representative.)

1.10.3 Submittals during the construction phase are discussed in Part 3 Construction Services.

1.11 DEFINITIONS

1.11.1 Construction is defined as, but not limited to, constructing (giving form by combining the parts), altering, repairing, adding to, subtracting from, improving, restoring, moving, wrecking or demolishing any building, highway, road, excavation or other structure, project, or improvement attached to real estate.

1.11.2 Contracting Officer (CO) is defined as a person with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings on behalf of the United States of America. The term includes certain authorized representatives of the Contracting Officer such as the Contracting Officer's Representative and Construction Inspector acting within the limits of their authority as delegated by the Contracting Officer.

1.11.3 COR means Contracting Officer's Representative and for this project is the Project Manager and is the Point of Contact for all technical questions and issues.

1.11.4 CI or FI (Field Inspector) means the Government Construction Inspector.

1.11.5 Day or Days shall mean calendar days unless otherwise specifically noted.

1.11.6 DB means Design-Builder and is the contracting entity selected to design and build the project.

1.11.7 Design Consultant is a qualified, licensed design professional who furnishes design services required under the Contract Documents. This may be an employee of the DB, is retained by DB, or is employed or retained by anyone under contract with DB.

1.11.8 Service or FWS means United States Department of Interior, Fish and Wildlife Service, Region 2 (Southwest Region).

1.11.9 Government may also be referred to as the Owner, Contracting Officer, Contracting Officer's Representative, the Service, or Fish and Wildlife Service (FWS).

1.11.10 Incident Rate (IR) is the number of recordable incidents resulting in days away from work for each 100 full-time employees per year, based on 2,000 hours worked per employee per year.

1.11.11 Local Authority Having Jurisdiction: Duly adopted local code authority, agency, or serving utility governing or serving the location of the project.

1.11.12 Management Plan: DB's project approach for planning, design, and construction and includes, at a minimum, but is not limited to the following:

1.11.14.1 Schedule (design and construction activities)

1.11.14.2 Project Staffing Plan

1.11.14.3 Safety Plan

1.11.14.4 Subcontracting Plan

1.11.14.5 Organization Chart with Roles and Responsibilities

1.11.14.6 Quality Assurance/Quality Control (QA/QC) Plan

1.11.14.7 Commissioning Plan

1.11.13 Notice to Proceed (NTP): Each Project Phase, i.e., design phase and construction phase, requires a written NTP from the Contracting Officer (CO). The NTP will identify the next Project Phase(s) that are approved. The NTP will identify any qualifications, limitations, or exceptions to the work in each Phase.

1.11.14 Open Book Accounting is the allowance of the government to have free and open access to financial and accounting documents that the Design/Builder has associated with the project being designed and constructed.

1.11.15 Project Specifications are specifications that state what the required results will be with measurable or observable criteria for verifying compliance. This may include the use of specific product cut sheets in addition to specifications.

1.11.16 Schedule is a chronological layout of the work to be performed prepared using commercially available scheduling software.

1.11.17 Subcontractor is any person or entity retained by DB as an independent contractor to perform a portion of the Work and shall include materialmen and suppliers.

1.11.18 Sub-Subcontractor is any person or entity retained by a Subcontractor as an independent contractor to perform any portion of a Subcontractor's work and shall include materialmen and suppliers.

1.11.19 Work is comprised of all DB's design, permitting, construction and other services required by the Contract Documents, including procuring and furnishing all materials, equipment, services and labor reasonably inferable from the Contract Documents.

PART 2 DESIGN SERVICES

2.1 DESIGN SERVICES SCOPE: Services shall include the full range of civil, hydrologic, hydraulic, environmental, structural, mechanical, and geotechnical engineering design and documentation for construction of the new facilities including the preparation of plans and specifications, and schedule of values.

2.2 DESIGN ENGINEER LICENSES: The design professionals responsible shall be licensed in Oklahoma.

2.3 CODES AND STANDARDS: The DB shall assure that the design meets the requirements of all applicable local, state, and federal codes in the latest editions, including but not limited:

• Clean Water Act

• NPDES Permits and other federal, state, and local environmental and sanitary/ health rules, regulations, and requirements, as applicable

• American Concrete Institute standards

• American Institute of Steel Construction standards

• AASHTO Drainage standards

2.4 CALCULATIONS: Design calculations shall bear the stamps of licensed engineers responsible for their preparation.

2.5 DRAWING STANDARDS:

2.5.1 Furnish full, complete, accurate and coordinated engineering drawings and schedules.

2.5.2 All drawings shall be prepared using AutoCAD release 2019 or later. Drawing files (.DWG) and specifications shall be submitted at the final submittal, by way of shared drives, flash drives or other methods. Also, Adobe .PDF files of each .DWG file shall be submitted at the final submittal.

• General: Ensure that drafting and lettering on all drawings is done to such scale and legibility to permit clear and accurate readability by construction personnel.

• Sheet size: 24" X 36" with 1/2 inch borders on three sides and 1½ inch border on the binding side.

• Lettering size: 1/8" (actual size) minimum height.

• Title Blocks: FWS typical title block will be furnished to the DB upon request. Use “Title Sheet Block” on first drawing only. Use “Standard Title Block” on all other drawings.

• Index to drawings: on first sheet (Title Sheet).

• Location/Vicinity map: On first sheet (Title Sheet).

• Project Number: Place FWS furnished Project Number on each drawing sheets in the appropriate place in each title block.

• Asset Numbers, Work Order Numbers, etc: Place FWS furnished asset numbers and other data on the Title Sheet as directed by FWS Project Manager.

• Graphic Scale: All drawings shall have a graphic scale for all scales used on that sheet.

• Arrange all categories of drawings, so that individual facilities and their respective plans, sections, details, etc. within that category are grouped together in a logical way.

2.6 STATE REGISTRATION OF DESIGN ENGINEERS: All final drawings and specifications prepared by the DB shall bear the signatures and professional seals of the engineer under whose direct supervision the documents were produced and who is licensed to practice that profession in the State of Oklahoma,

2.7 SPECIFICATION STANDARDS:

2.7.1 Specifications shall be written specifically for this project. Specifications shall be developed using Masterspec + or Microsoft Word software.

2.7.2 COR will provide applicable sections of Division 1 specifications. DB shall prepare other divisions. Prepare specifications following Constructions Specifications Institute Division and Section format.

2.7.3 Submit updated copies of the Management Plan if changes are made. This shall include outline copies of the Safety Plan, QA/QC Plan, Scheduling, and Schedule of Items.

2.8 PERMIT RESPONSIBILITY: The DB shall obtain and pay for any permits applicable to Federal construction projects including, but not limited to environmental permits, necessary for the performance of the Work pertaining to transportation, utilities, erosion and sedimentation control plans, and any storm water discharge permits associated with construction activities, as required.

2.9 DESIGN SCHEDULE AND REVIEW MEETINGS: Periodically meet with COR and other FWS representatives to review the design and discuss and resolve issues. The design shall be refined and developed so that the DB can move forward to the next phase of the process.

Meeting times and locations shall be as agreed to by DB and COR. Meetings shall include a Design Kickoff Meeting; Preliminary Construction Documents (50%) Review Meeting; Pre-final Construction Documents (90%) Review Meeting; and a Final Documents (100%) review.

Meeting notes will be made by the DB Contractor and distributed to their Design consultants, the Contracting Officer, the COR, and the Hatchery Manager. After review by the FWS, notes will be corrected if necessary by the DB Contractor and redistributed to the same group named above.

2.9.1 Kick-Off: Conduct a site visit and design meeting with FWS personnel, to include a site visit to the Hatchery construction site. The time and date of this meeting will be mutually agreed upon by the Hatchery Manager, the DB Contractor and the COR. The DB Contractor shall have, at a minimum, their Project Manager, and Civil Engineer to attend this meeting. The purpose of the meeting will be to review the design program, review and determine applicability of the FWS furnished project information, verify existing conditions, discuss any DB proposed changes to FWS provided information, and start the Preliminary Construction document design process.

2.9.2 Preliminary Construction Documents (50%): Provide design calculation results and preliminary construction documents showing important construction details and preliminary specifications, The specifications shall include a submittal log to allow construction to continue on schedule. The Government will require 14 days for review of these documents.

2.9.2.1 Preliminary Construction Documents shall include coordination with all Authorities Having Jurisdiction, state and local authorities, and others required.

2.9.3 Pre-Final Construction Documents (90%): Provide drawings and specifications which are complete with the exclusion of minor details. The Government will require 14 days for review of these documents.

2.9.3.1 A Design Review Meeting for this submittal will be held, attended by the DB contractor, Project Manager and Civil Engineer.

2.9.4 Final Construction Documents (100%): Provide drawings and specifications which are complete for construction. The Government will require 14 days for review of these documents.

2.10 PAYMENT FOR DESIGN SERVICES: Payment for Design Services will be made for each item listed in the Schedule of Items attached at Section J, after each progress goal is completed by the Contractor and approved by the Government.

PART 3 CONSTRUCTION SERVICES

3.1 GENERAL

3.1.1 Contractors, if required by state law, shall possess and maintain, for the duration of this project, a state license as a contractor in the State of Oklahoma. Note that in-state general contractors are not required to have a state license, however out-of-state contractors are required to complete a “Non-Resident Contractor” registration and applicable bonding, per Oklahoma state regulations.

3.1.2 Provide supervision, labor, materials, equipment, tools, construction equipment and machinery, inspection, testing, start-up, water, 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.

3.1.3 Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours.

3.1.4 Perform all construction activities efficiently and with the requisite expertise, skill, and competence to satisfy the requirements of the Contract Documents. At all times exercise complete and exclusive control over the means, methods, sequences, and techniques of construction.

3.1.5 Utilize Subcontractors who are duly licensed and qualified to perform the Work consistent with the Contract Documents. Government may reasonably object to DB's selection of any Subcontractor based on its information with respect to the subcontractor’s past performance and technical qualifications.

3.1.6 DB is responsible for quality control of its own work and work performed by its subcontractors and their sub-subcontractors. Provide and pay for the services of an independent construction materials testing laboratory accredited by an acceptable laboratory accreditation authority. Laboratory shall sample and test materials and perform required special inspections.

Copies of all test reports shall be submitted to the designer of record and the COR as soon as practicable. Laboratory shall be authorized to perform work in the state where project is located. Government may reasonably object to DB's selection of laboratory.

3.1.7 Design Consultants, in coordination with the COR, shall visit the site a minimum of three times to inspect the construction. They shall prepare a site visit report for each visit and shall submit the reports to the COR within 5 calendar days after the visit. One of the visits shall be for the Final Inspection. The reports shall include comments about overall quality and accuracy of the construction. The reports shall also note all deficiencies observed.

3.1.8 RFIs: During construction, Design Consultants shall provide supplemental information and answer questions to clarify design. This information shall be documented on Request for Information (RFI) forms. The DB may use any format they choose for the Request for Information form but all shall be identified with the words “Request for Information” at the top of the form along with the Government Contract Number, Project Location, Project Title and the Design-Build Contractor’s Name. RFI’s shall be logged and filed and shall be part of the Closeout Documents submitted to the Government. As RFI’s are generated and answered, submit copies to the COR and CO for information.

3.1.9 Product, Equipment, Systems and Material Submittals: During construction, Contractor shall provide design consultants with product and material submittals for all items requiring submittals in the contract specifications. Those items specified on a proprietary basis, by manufacture and/or model number, or with product stamps allowing inspectors to verify compliance with the specifications, do not require submittals, unless the DB elects to do so. This information shall be documented on submittal forms. The DB may use any format they choose for the submittal forms but all shall be identified with the words "Submittal" at the top of the form along with the Government Contract Number, Project Location, Project Title, Specification Section and/or Drawing reference, and the Design-Build Contractor’s Name. Submittals shall be logged and filed and shall be part of the Closeout Documents submitted to the Government. As product submittals are generated and answered by the Designers, submit copies to the COR and CO for information.

3.1.10 Assume responsibility for the proper performance of the Work of Subcontractors and all acts and omissions in connection with such performance. Nothing in the Contract Documents is intended or deemed to create any legal or contractual relationship between Government and any Subcontractor or Sub Subcontractor.

3.1.11 Record Drawings and Specifications: Maintain one set of working drawings and specifications, for record purposes, on the project site while work is in progress. Clearly and accurately record the as-constructed work in red. Record swing-tie distances from permanent points for all underground items. Include modifications, submittal log, and RFIs.

3.1.12 Government buildings and other facilities are not available for storage of DB's materials, equipment, and tools except for designated staging areas. Government owned equipment is not available for DB's use to accomplish any Work.

3.1.13 Housing for workers and campsites are not available on site.

3.1.14 Contractor shall furnish and pay for all temporary facilities and utilities needed including heat, light, power, water, telephone, sanitary facilities, job offices, material handling equipment, temporary construction aids, and storage enclosures; except if suitable water is present at the site, it may be used for construction purposes at no cost if it does not adversely impact the operations of the station. The DB is responsible for all temporary connections and disconnections. Government furnished electricity is not available for DB’s use.

3.2 PAYMENT PROCEDURES

3.2.1 Payment shall be made in accordance with procedures outline in FAR 52.232-27.

3.2.2 Construction progress payments will be made on a monthly basis based on the work completed per the approved Schedule of Values, as agreed to by the Construction Inspector and the DB Superintendent and COR.

3.2.3 Retainage will not be implemented unless the Contracting Officer determines that construction progress and/or quality are not satisfactory.

3.3 PROJECT SAFETY

3.3.1 The DB shall have the ultimate responsibility for safety on the project site at all times, from issuance of the Notice to Proceed until final completion and acceptance of the project by the Contracting Officer. See Section H of the solicitation /contract and Federal Acquisition Regulation 52.236-13.

3.3.2 Initiate and maintain, throughout the performance of this contract, an effective safety and health program that provides adequate policies, procedures, and practices to protect employees from, and allow them to recognize, job-related safety and health hazards. The program shall include provisions for the identification, evaluation, prevention and control of general work site hazards, specific job hazards, and potential hazards that may arise from foreseeable construction methods and conditions, as well as providing a competent person to conduct frequent and regular inspections. Each employee (DB and subcontractors) must be instructed in the recognition and avoidance of unsafe conditions and the regulations applicable to the work environment.

3.3.3 Provide barricades and warning devices as necessary to safeguard the public, workers, and government personnel. Where project work affects public roads, provide signage in accordance with the current edition of the Manual on Uniform Traffic Control Devices (MUTCD) as published by the US Department of Transportation, Federal Highway Administration.

3.3.4 Rollover Protection and Seat Belts: In addition to the Safety and Health requirements of clause FAR 52.236-13 of Part 2, Section I of this Contract, rollover protection and seat belts required by 29CFR 1926 (OSHA) shall be extended to include equipment regardless of the year of manufacture.

3.4 WORK HOURS: See Section H of the solicitation /contract.

3.5 PROTECTIONS

3.5.1 Comply with all applicable federal, state, and local environmental laws and regulations. This condition applies to, but is not limited to, laws and regulations governing noise levels, air and water quality standards, erosion control, surface runoff, and cultural resources.

3.5.2 Provide erosion control methods (such as watering dry soils) and appurtenances (such as silt fence) as necessary to prevent wind-borne dust and water-borne silt from leaving the immediate work area.

3.5.3 If paleontological, archaeological or historical remains (including burials or skeletal material) are encountered, immediately stop the work and notify the Construction Representative, COR, or Contracting Officer. The Contracting Officer will notify the Regional Archaeologist so the provisions of 36 CFR 800.7 (Resource Discovered During Construction) and other relevant laws are followed. Work will cease in the immediate vicinity until permitted to resume by written order from the Contracting Officer. Work in other areas may proceed as approved by the Contracting Officer.

3.5.4 Heavy equipment operated on FWS roads and parking areas shall comply with highway-legal load limits unless explicitly approved otherwise.

3.5.5 Clearing and working limits shall be no greater than 100 feet from the affected construction areas and no greater than 50 feet from road edges. Any additional clearing needed to complete the project in excess of the outlined limits, will require approval by the COR.

3.6 CLOSEOUT PROCEDURES

3.6.1 Training: Thoroughly familiarize the Hatchery staff with the facility systems and train them to be proficient in their overall systems operation and maintenance.

3.6.2 Tools and spare parts: Deliver to the project site all specialty tools, valve handles, spare parts, keys and similar devices such that the Hatchery staff is able to operate and maintain the work.

3.6.3 Maintenance Materials: Deliver maintenance materials to Hatchery Manager;

coordinate location of storage. (Provide consumable items in such quantities as needed for the first year of operation.)

3.6.4 Systems Commissioning: Before Final Inspection, the Contractor shall implement the Commissioning Plan. A report will be submitted demonstrating that the equipment and systems operate as designed and meet the needs of the Hatchery throughout the entire range of operating conditions.

3.6.5 Final Inspection: Notify the COR at least 10 calendar days prior to the anticipated date of completion of all work. The COR will proceed with Final Inspection as promptly as practicable. The time required for such Final Inspection and for making any corrections as a result thereof shall be included in the contract performance time. The DB representative responsible for the work shall be present at the Final Inspection and shall submit a preliminary list of unfinished work prior to Final Inspection. See Section E of the solicitation /contract.

3.7 CLOSEOUT DOCUMENTS

3.7.1 Operation and Maintenance Manuals: Submit two (2) copies of Operation and Maintenance manual (one to the Hatchery office and one to the COR) for the mechanical equipment. The manuals shall be clear, well organized, clearly indexed, tabbed, highlighted, tailored to the specific make and model of the systems; and shall include schedules and instructions for routine operation, trouble shooting, and periodic maintenance. The manuals shall include complete parts lists keyed to suppliers (name, address, websites, and telephone numbers for each).

3.7.2 Submit a full size set of red-lined drawings and complete set of specifications that clearly indicates the as-constructed work. Submit one set of final working drawings, one set of reproducible drawings on bond paper showing as-constructed conditions, and one electronic set of AutoCAD drawings.

3.7.3 Submit fully executed manufacturer's standard material, product, and equipment warranties, assigned to the Government without any requirement that the Government incur any costs to maintain the warranties in force.

3.7.4 Submit any requested regulatory-agency clearance documents indicating the work complies with their requirements.

3.7.5 After completion of the work and prior to final payment, submit Release of Claims (Form DI-137 provided by the Contracting Officer), properly executed by the DB, releasing claims against the United States arising out of this contract, other than claims specifically excepted from the operation of the release. See Section I of the solicitation /contract.

PART 4 GOVERNMENT RESPONSIBILITIES

4.1 DUTY TO COOPERATE

4.1.1 Government will, throughout the performance of the Work, cooperate with DB and perform its responsibilities, obligations, and services in a timely manner to facilitate DB's timely and efficient performance of the Work and to not unreasonably delay or interfere with DB's performance of its obligations under the Contract Documents.

4.1.2 Government will provide timely reviews and approvals of interim design submissions and Construction Documents consistent with the turnaround times set forth in DB's approved schedule. Contractor agrees to revise the design submittals and construction documents at no cost to the Government until the documents are acceptable to the Government in its reasonable judgment.

PART 5 SCHEDULE

6.1 DESIGN SCHEDULE: shall not exceed 120 days not including Government review and approval.

6.2 CONSTRUCTION SCHEDULE: shall commence upon Government’s

approval of the 100% design phase, and shall not exceed 150 days.