B08_Solicitation_Attachment_1_Scope_of_Work_(SOW__PWS__SOO)_and_Specs_dated_2_18_26.pdf

STATEMENT OF WORK

-for-

CONSTRUCTION SERVICES

-of-

Selective Deconstruction and Mold Remediation

-on the-

Headquarters Office (Asset No. 10077414)

-at the-

Green River National Wildlife Refuge

10847 Green River Road 2, Spottsville, Kentucky 42458

IMD Project No: 719GR

U.S. Fish and Wildlife Service

Department of the Interior

18 February 2026

Project Narrative

The Headquarters Office (Asset No. 10077414) was built in 1986 as a residential, two-story CMU building with high ceilings on a 2,400-sf footprint. The lower floor is mostly deconstructed and largely open space, while the upper floor is a functional living space with a kitchen, a dining room, a living room, three bedrooms, a bathroom connected to the hallway, and a master bathroom; most furniture and personal belongings have been removed from the building.

The HVAC system consists of one (1) packaged HVAC system, and one (1) split HVAC system with a possible air handler and propane heater in the attic. Separate and functional ductwork serves each floor; the ducts on the first floor are mostly exposed.

The Headquarters Office at Green River National Wildlife Refuge was recently inundated by riverine floodwaters in the April 2025 flood event. The presence of mold was identified during a June 2025 investigation (Attachment C). There is no known lead-based paint or asbestos in the building, but such condition cannot be ruled out at this time (Attachment D).

The entire building will be unoccupied (living or working) during the completion of this Work.

1 LOCATION

A. The work site is located on the Green River National Wildlife Refuge at:

10847 Green River Rd 2, Spottsville, KY 42458

2 PRIMARY WORK

A. This Work consists of the following Primary Work Components, described in the Work Plan (Attachment A), to be completed in subsequent order:

1 Base: Test for Lead-Based Paint and Asbestos-Containing Materials 2 Base: Implement Mold Containment 3 Base: Selective Deconstruction and Dispose of Refuse 4 Base: Primary Mold and Microbial Treatment 5 Base: Inspection for Mold Clearance Testing 6 Base: Whole-House Dehumidifiers and Restart HVAC System 7 Option: Odor Treatment

3 AUXILIARY WORK

A. Provide on a weekly basis:

a. Construction Daily Reports [§01 34 00 (I)]

b. Time Logs [§01 11 00 (K) (2)]

c. Construction Progress Documentation [§01 32 00], including:

i. Daily activity logs and checklists

ii. Construction photographs

iii. Look-ahead schedules

B. Monthly Invoicing Process [§01 20 00] C. Weekly Progress Meetings [§01 32 00 (D) (2)] D. Conduct daily cleanup of Site to result in safe and tidy work environment.

E. Safely and legally contain and dispose offsite all refuse and deconstructed materials produced by this Work.

4 SPECIFICATIONS

A. Comply with all applicable Federal, State, and Local laws, regulations, policies, codes, and guidance.

B. Comply with the entirety of the Federal Acquisition Regulation.

C. Unless directly specified in the Solicitation Documents, comply with all applicable specifications provided in Attachment B: U.S. Fish and Wildlife Service, Southeast Region

(4), Specifications for Construction Projects, Division 01 General Requirements, August 2025.

D. All plumbing and HVAC connections shall be properly sealed (watertight for plumbing and airtight for HVAC); shall be neat, tidy, and professional in appearance; and shall conform to all applicable Federal, State, and Local building codes, and industry best practices.

E. All Work shall meet or exceed a standard of due diligence expected of industry professionals, shall be neat and tidy in appearance, and shall be completed to industry best practices.

F. All communications between the Contractor and U.S. Fish and Wildlife Service personnel shall be polite, professional, courteous, and respectful in nature.

G. Non-hazardous materials and solutions are preferred by the U.S. Fish and Wildlife Service wherever possible.

H. Immediately notify COR if more extensive contamination than expected is discovered throughout the duration of this Work.

I. Identify and immediately eliminate slip, trip, or fall hazards, and other workplace hazards, throughout the duration of this Work.

J. Departure from Solicitation Documents for equivalent means and methods must be approved by the CO and COR in writing. Any departure does not preclude the Contractor from honoring warranty or other closeout conditions.

5 SITE ACCESS

A. There are no restrictions on working days or working hours for this site.

B. Refer to §01 11 00 (K) for additional information.

6 DIMENSIONS AND QUANTITIES

A. Dimensions provided are estimates, which have not been field-verified via survey by the Government. Bidders shall make their own measurements in preparation of their bid.

B. The Contractor is responsible to determine exact quantities in preparation for the Work.

7 GOVERNMENT-FURNISHED MATERIALS AND SERVICES

A. The Government will not provide labor, equipment, materials, utilities, or security.

B. The Government will perform inspections of the progress of Work for its own benefit, but the Contractor is responsible for performing inspections for quality control and quality assurance.

8 MATERIAL AND PRODUCT SUBMITTALS

A. Transmit for review the information for materials and products to be installed via email to U.S. Fish and Wildlife Service COR. Action Submittals shall be returned within seven (7) calendar days.

a. Action Submittals:

i. Stairwell

ii. External doors

iii. Dehumidifiers

iv. Dehumidifier ductwork layout

v. Laboratory

vi. Testing agency

b. Informational Submittals:

i. Enzymatic cleaner

ii. Mold treatment methods and products/solutions

iii. Operation and maintenance guidance for dehumidifier and mitigating future mold issues B. Please refer to §01 33 00 for submittal procedures.

9 PERMITTING

A. There are no required permits for this work.

10 PRECONSTRUCTION MEETING

A. Following the issuance of the Construction Notice to Proceed (NTP), a Preconstruction Meeting will be held by the U.S. Fish and Wildlife Service COR to review the Work requirements and to discuss any pertinent needs at the time. The COR may or may not elect to hold this meeting in-person.

a. Provide a project schedule reflective of the critical path and other phases of the Work for approval and acceptance into the contract file.

b. Provide meeting minutes to be submitted to U.S. Fish and Wildlife COR within 72 hours of Preconstruction Meeting for review and acceptance into the contract file.

11 CLOSEOUT INSPECTIONS

A. Prefinal and Final Inspections:

a. Notify the U.S. Fish and Wildlife CO and COR at least fourteen (14) calendar days in advance of requested date for Prefinal and Final Inspections.

b. Prefinal and Final Inspections shall be performed with the Contractor and/or the

Project Supervisor by the COR and/or other designated representatives.

c. Punch Lists: A Punch List may be developed as a result of the Prefinal and Final Inspections of any items not meeting contract requirements for final acceptance.

B. Prefinal Inspection: A Prefinal Inspection shall only be requested after the substantial completion of the Work. Any discrepancies noted on the Prefinal Punch List shall be corrected, submitted, and accepted by the COR prior to scheduling Final Inspection.

C. Final Inspection: A Final Inspection shall only be requested when the Contractor believes the work to be fully completed and is prepared to demobilize from the Site. The Government reserves the right to reasonably object to scheduling a Final Inspection if corrections to discrepancies on the Prefinal Punch List have not been accepted by the COR.

A Final Inspection must be approved before final payment will be approved.

D. Cleanup and Demobilization: Demobilize all tools and equipment offsite, repair any damage caused by construction operations, and conduct a final cleanup of site to result in a clean, tidy, and professional appearance.

12 WARRANTY

A. The Contractor shall warranty the Work completed for one (1) calendar year from the date of final acceptance of the Work by the U.S. Fish and Wildlife Service. Warranty shall be voided in the case of an unresolved pipe burst or roof leak, riverine flooding that visibly enters the building, or the inability to maintain relative humidity between 30% and 60% for prolonged periods.

13 WORK CONDITIONS

A. The Contractor shall shut down the HVAC system, the main electrical breaker, and the main water supply prior to the start of any Primary Work Components and shall restart such services only after having passed the Mold Clearance Test and having replaced all HVAC filters [Work Plan §7(B)].

B. The Contractor shall supply all temporary facilities and utilities required for the Work [§01 51 00].

ATTACHMENTS

A. Work Plan for Construction Services (719GR) B. U.S. Fish and Wildlife Service, Southeast Region (4), Specifications for Construction

Projects, Division 01 General Requirements, August 2025 Version C. Indoor Air Quality Investigation D. Level I Environmental Site Assessment E. Photos of Site Conditions

— END OF STATEMENT OF WORK FOR CONSTRUCTION SERVICES —

WORK PLAN

-for-

CONSTRUCTION SERVICES

-of-

Selective Deconstruction and Mold Remediation

-on the-

Headquarters Office (Asset No. 10077414)

-at the-

Green River National Wildlife Refuge

10847 Green River Road 2, Spottsville, Kentucky 42458

IMD Project No: 719GR

U.S. Fish and Wildlife Service

Department of the Interior

1. Test for Lead-Based Paint and Asbestos-Containing Materials

A. Contractor is responsible for investigation and testing of asbestos-containing materials (ACMs) of greater than 1% asbestos and lead-based paint (LBP) on all applicable materials to be removed, and in newly exposed areas, in accordance with all applicable Federal, State, and Local laws, standards, regulations, rules, and policies. Destructive testing may be conducted when required, but must be restored by and at cost to the Contractor to original or better condition. If materials of concern are discovered or suspected at any point in time throughout the Work, additional testing must be completed, as above. As such, this phase will continue throughout the remaining phases of the Work. The discovery and confirmation of any lead- or asbestos-containing materials, and the subsequent containment, removal, offsite disposal, and replacement with non-hazardous materials to serve original function and of same or better aesthetic quality, compliant with all Federal, State, and Local laws, standards, regulations, rules, and policies, will be considered an unforeseen condition.

a. Testing for presence or absence of ACMs must be conducted by a State-accredited AHERA asbestos inspector.

B. Discovery or concern of any lead-based paint or asbestos-containing materials must communicated immediately in writing to U.S. Fish and Wildlife CO1, COR, and Refuge Manager.

2. Implement Mold Containment

A. HVAC system to be shut down and to remain off until the mold clearance test has been passed, dehumidifiers have been installed, and filters have been replaced.

B. Set up mold containment areas with full containment, negative pressure, and HEPA-filtration units in accordance with OSHA2 and EPA3 full containment guidelines to prevent spread of mold between remediated and yet-unremediated spaces.

3. Selective Deconstruction and Dispose of Refuse

A. Dispose of any remaining refuse, window dressings and treatments, furniture, clothing, décor located inside the Headquarters Office building, on the outdoor upper floor deck and associated stairs, and on the concrete pad around the building to result in a tidy and empty space. Additionally, dispose of all lower floor appliances and two (2) kitchen refrigerators that have been moved outdoors.

B. Decommission interior water well in compliance with all Federal, State, and Local regulations and reporting requirements. Remove tank, hard water filter, water treatment system, and

1 CO: U.S. Fish and Wildlife Service Contracting Officer 2 https://www.osha.gov/publications/shib101003 3 https://www.epa.gov/sites/default/files/2014-08/documents/moldremediation.pdf related appurtenances; cut well casing below grade, cap water well, and backfill to grade if necessary.

C. Deconstruct and dispose of the following construction assemblies on the interior lower floor:

a. External wall finish assemblies4 (approximately 152-LF) to result in exposed CMU walls.

b. Interior framed partition wall assemblies5 (approximately 106-LF) including utility closet, bathroom, stairwell surround, and stairwell closet. Install temporary banisters on sides of exposed stairwell, headroom guard below exposed stairwell, non-slip protection on stairs, and any required structural supports on stairwell to eliminate OSHA and NFPA safety hazards.

c. Ceiling finish assembly6 (approximately 480-SF) to result in exposed ceiling joists and I-beams consistent with the remaining exposed ceilings; retain existing lighting and electrical.

d. Tile flooring assembly7 (approximately 2216-SF) to result in exposed, clean and smooth concrete slab.

e. Cut and cap existing bathtub–shower combo drain below grade and backfill with gravel to grade to eliminate trip and fall hazards. Protect drain stack, other sewage drainage pipes, and all exposed water supply lines from damage during and after the Work.

D. Remove and dispose of carpet assembly8 (approximately 850 sf) on interior stairwell and in three (3) upper floor bedrooms.

E. Remove and dispose of furnishings and interior trim, including crown molding, casings, aprons, and other trims, from all windows and doors to expose the rough openings. Remove insulation and filler material if mold or water damage is observed.

F. Remove and dispose of all floor and ceiling trim on the upper floor.

G. Immediately notify U.S. Fish and Wildlife Service COR9 of any substantial signs of mold, water damage, or pest damage beyond the conditions documented in this Work Plan and associated Solicitation Documents are discovered during this Work.

H. Immediately notify U.S. Fish and Wildlife Service COR of any discovered hazardous electrical components. Safely cut and cap any exposed or discovered electrical wiring displaying observed unsafe properties, such as splitting, fraying, or signs of burning. In walls to be deconstructed, safely cut and cap any electrical wiring at ceiling height and remove any electrical components below ceiling height. Any electrical wiring to existing HVAC units must be preserved or replaced to ensure functionality. Preserve or replace existing electrical panel and associated electrical wiring.

4 Fiberglass or foam board insulation, 1×2 furring strips or 2×4 dimensional lumber, drywall, screws, nails, and construction adhesive; typical 5 2×4 dimensional lumber, and drywall; typical 6 Exposed drywall; may contain insulation 7 Tile, mortar, grout, and possible underlayment 8 Carpet, padding, tack strips, and possibly glue; typical 9 COR: U.S. Fish and Wildlife Service Contracting Officer’s Representative

4. Primary Mold and Microbial Treatment

A. Comprehensively remove visible mold growth and return indoor air and surfaces to typical background levels throughout the entirety of the interior of the Headquarters Office building to produce a safe and healthy working and living environment. Mold encapsulation will not be considered an acceptable means to completion of this component of the Work. Areas and surfaces include, but are not limited to:

a. Underneath, behind, on, and inside of remaining appliances on upper floor, including in the kitchen and bathrooms;

b. All surfaces of floors, walls, ceilings, and associated molding, including stud wall and associated wood structural panels below lintel beam at sealed garage door opening;

i. As an alternative to microbial treatment on the sealed garage door opening, Contractor may replace the wall assembly below the lintel beam and treat the surrounding area.

c. All doors, windows, closets, shelves, and associated trim;

i. As an alternative to microbial treatment on external lower floor doors, Contractor may elect to replace external lower floor doors with pre-hung, six-panel steel doors with key locks that are in compliance with ADA/ABA accessibility requirements, and OSHA and NFPA emergency exit door requirements; coordinate with U.S. Fish and Wildlife Service COR for door color.

d. Lighting fixtures, chandeliers, and fans;

e. Inside and outside of cabinets and drawers, including those in the upper floor kitchen and bathrooms;

f. All HVAC components (outdoor, lower floor, upper floor, and attic), including ductwork, vents, drip pans, evaporator and condenser coils, and blower fans and assemblies.

Dispose of existing filters and replace only after passing Mold Clearance Test.

B. Treat formerly carpeted areas on interior stairwell and three (3) upper floor bedrooms (total approximately 850-sf) to ensure comprehensive removal of microbial contamination and prevention of microbial growth and odors. At a minimum, this should include vacuuming via a sealed HEPA vacuum followed by the application of an enzymatic cleaner and subsequent subfloor extraction according to manufacturer’s recommendations to achieve a clean and dry subfloor free of substrate, stains, odors, moisture not typical of standard commercial building materials prior to encapsulation with an oil-based primer (Kilz, Zinsser, or equivalent) applied via spraying and back-rolling.

a. As an alternative to microbial treatment on stairwell, Contractor may elect to replace stairwell with same or better quality.

C. Treat dark-colored stain below missing gutter downspout on the external northwest corner of the building with means suitable for brick facades to result in a visually clean appearance.

5. Inspection for Mold Clearance Testing

A. Successful completion of mold remediation and microbial treatment will be determined via a Mold Clearance Test. The Contractor shall subcontract a fair and impartial, independent, third-third party testing agency to conduct a Mold Clearance Test in compliance with Specifications [§01 50 00]. Contractor shall shut down all air scrubbers and related air purifying equipment and notify the U.S. Fish and Wildlife Service COR in writing no less than seven (7) calendar days prior to date of inspection.

a. The inspecting agency must meet the following requirements:

i. Lab accreditation

ii. Licensed mold assessor/inspector

b. The Mold Clearance Test shall include at a minimum:

i. Thorough visual inspection throughout the building

ii. Air tests for mold spore counts at locations determined by the U.S. Fish and

Wildlife COR at time of testing:

1. six (6) on the upper floor

2. four (4) on the lower floor

3. two (2) outdoors for baseline conditions

iii. Swab tests at locations determined by the U.S. Fish and Wildlife COR at time of testing:

1. three (3) on the upper floor

2. three (3) on the lower floor

iv. Moisture meter readings on exposed wood at locations determined by the U.S.

Fish and Wildlife COR at time of testing:

1. five (5) on the lower floor

2. five (5) on the upper floor

v. Laboratory analysis for the above sampling

vi. Any additional sampling or testing recommended by testing agency

c. Criteria for passing the Mold Clearance Test shall include all of the following:

i. No visible mold shall be observed inside the building

ii. The total concentrations of each indoor aerial sample must be less than the lower of the two total concentrations measured outdoors.

iii. The type and concentration of mold spores inside the building must be equal to or less than that observed outside the building for both aerial and swab tests or as determined by expert interpretation.

iv. Moisture readings on all exposed wood must be below 16%.

v. According to expert judgement, the mold conditions throughout the building must not constitute a credible threat to human health and must not present credible potential for substantial mold regrowth.

d. The independent testing agency shall submit all findings in a signed and sealed Mold Investigation Report to include at a minimum:

i. Executive Summary

ii. Introduction

iii. Overview of Analytical Results

iv. Sampling Procedures

v. Visual Observations and Recommendations

vi. Mold Collection Field Data Sheet

vii. Sampling Data Sheet

viii. Laboratory Results

ix. Chain of Custody Report

x. Moisture Meter Data Log

B. The testing agency shall provide signed and sealed copies of the mold report and expert judgement simultaneously to the U.S. Fish and Wildlife Service CO, COR, and to the Contractor.

a. Upon receipt of written notice that the Mold Clearance Test has been passed, and no earlier, the Contractor shall remove containment and related appurtenances and shall proceed with subsequent Primary Work Components.

b. If the Mold Clearance Test has not been passed, the Contractor shall re-remediate and will request inspection as above; Contractor shall incur all costs associated with the resulting re-remediation and subsequent testing.

C. The testing agency shall conduct the same test eleven (11) months from the date of final acceptance of the Work by the by the U.S. Fish and Wildlife Service to verify the Warranty conditions (Statement of Work §12).

6. Whole-House Dehumidifiers and Restart HVAC System

A. Install and securely mount one (1) whole-house dehumidifier into each of the two (2) existing HVAC systems for the upper and lower floors in alignment with manufacturer’s recommendations and industry best practices. The lower floor dehumidifier should be hung from the ceiling; the upper floor dehumidifier may be either hung from the ceiling or installed into the attic. No component of the dehumidifiers or condensate drain lines shall be installed in such a way as to violate OSHA and NFPA headroom safety standards.

a. The specifications for the dehumidifiers shall include:

A. Ductable design integrable into existing HVAC duct systems B. Sized appropriately for the treatment volumes of each floor C. Automatic restart and defrost functions D. Programmable humidistat E. Maximum noise level of 50 dB F. Filter with minimum MERV 13 rating with widely available aftermarket filters G. Meet or exceed ENERGY STAR Most Efficient 2025 Criteria

b. Install dehumidifiers with:

A. Dedicated return air ducts and grills, located in centralized areas selected to minimize short-circuiting and ensure proper airflow

B. Dedicated dehumidifier supply ducts connected to and integrated with existing HVAC supply ducts

c. Install PVC condensate drain lines routed to discharge outdoors, at least 6-foot above ground surface with:

A. Constant, slightly downward slope away from the dehumidifier B. P-trap between the dehumidifier drainage outlet and its condensate drain line C. Cleanout with accessible cap, located directly downstream of the p-trap D. Adequate support at regular intervals to prevent sagging E. Discharge at least 6-inches away from the exterior wall with adequate drainage away from building F. PVC vent cap with insect screen at discharge point G. Proper drilling and sealing through the external wall to prevent blowouts and gaps, and resulting in a clean appearance at a height greater than 4-FT above grade.

B. Replace all filters on HVAC systems, including components located outside and in the attic, with those of appropriate size and highest air filtration effectiveness rating (MERV or HEPA) recommended by manufacturer for each device. Restart both HVAC systems, set to 65°F and running fan continuously.

C. Start dehumidifiers and set to 45% relative humidity. Maintenance of 45%±5% humidity in both the lower and upper floors for 48 hours shall be considered a closeout condition of in the Final Inspection.

D. Provide waterproofing to prevent water intrusion and air sealing, including sealing cracks and installing insulation, to reduce moisture intrusion and energy loss, within the rough openings of doors and windows in accordance with industry best practices. Replace interior furnishings and trim, including crown molding, casings, aprons, and other trims, from all windows and doors.

E. Replace missing gutter downspout on the external northwest corner of the building to match existing material, color, and finish. Properly splice proposed gutter downspout to existing gutter downspouts, fasten to external wall, and drain away from building. Provide gutter drain and aggregate support underneath sidewalk to ensure proper drainage and prevent damage to sidewalk. Complete this work according to industry best practices to result in a secure gutter downspout with a watertight connection and a tidy appearance.

7. Option: Odor Treatment

A. Conduct whole-house ozone treatment for odor removal. The concentration and treatment time of ozone treatment shall be sufficient for the removal of remaining intrusive odors and for deep penetration of secondary microbial treatment, but not excessive to the detriment of human health or rubber, plastic, paint, or other surfaces, parts, and systems. Exhaust fans or ventilation to the outdoor environment shall not be used after ozone treatment; utilize means such as activated carbon filtration if the removal of residual ozone or VOCs is required after treatment. Provide submittal on treatment plan. The U.S. Fish and Wildlife Service will elect whether or not to exercise this option prior to contract award.

— END OF WORK PLAN FOR CONSTRUCTION SERVICES —

SPECIFICATIONS FOR CONSTRUCTION PROJECTS

DIVISION 01

GENERAL REQUIREMENTS

U.S. FISH AND WILDLIFE SERVICE

SOUTHEAST REGION (4)

VERSION: DECEMBER 2025

01 11 00 SUMMARY OF WORK

A. The Contractor shall furnish all labor, equipment, materials, and supplies necessary to result in fully complete and usable systems and facilities. The Contractor shall bring any discrepancies to the attention of the Contracting Officer (CO) during tendering. Failure to notify the CO of any discrepancies during tendering shall be the responsibility of the Contractor during construction.

B. The Contractor shall not take advantage of any apparent error, omission, discrepancy, or ambiguity on the Statement-of-Work or any other Solicitation Documents. If any error, omission, discrepancy, or ambiguity is found by the Contractor in the Drawings or Specifications, the Contractor shall immediately refer the same to the CO prior to beginning Work on affected task(s), for interpretation and decision via Request-for-Information (RFI), and such decision shall be final.

C. The CO shall have the right to correct apparent errors or omissions in the Statement of Work and to make such interpretations as they may deem necessary for the proper fulfillment of the Contract Documents. During the course of the Work, should any party discover any unaddressed conflicts, ambiguities, or discrepancies between the Drawings and the Specifications to which the Contractor has failed to call attention prior to submitting the offer, then the CO will interpret the intent of the Drawings and Specifications and the Contractor hereby agrees to abide by the interpretation of the CO and agrees to carry out the Work in accordance with the decision of the CO. In such event, the Contractor will be held to have included in the offer the most expensive material and/or method of construction.

D. Schedule of Items

1. Base Bid Tasks shall be included at Contract Award.

2. Option Bid Tasks may be exercised at the time of award or during the Contract Period of

Performance.

3. The price of any necessary ancillary Work (any trade), including mobilization and demobilization, shall be included as incidental to the price offered for the principal price line(s) listed in the solicitation.

4. The solicitation may include multiple Work Items (price lines), and the USFWS reserves the right to award any (or any combination of) Work Items to the extent of available funds.

E. Unless otherwise stated, the Contractor shall be solely responsible for carrying out all tasks, duties, and obligations specified throughout the General Requirements in fulfillment of the Work.

01 11 10 INSTRUCTIONS

A. Provide a written Action Plan for Demolition, Disposal, Recycling, and Construction Activities, which shall be approved by the CO and the COR before any demolition, disposal, recycling, and construction activities can begin in the area in its entirety. Demolition, disposal, recycling, and construction activities on the Station shall be coordinated with the Station Manager.

B. The procedures, means, and methods of construction are solely the responsibility of the Contractor, and the Contractor may choose any that follow general best practices and are calculated to secure results that satisfy the requirements of the contract; however, this is subject to the right of the CO to reject means and methods proposed which, in their opinion:

1. Constitute a hazard to the Project, Work, persons, or property.

2. Will not produce finished Work in accordance with terms of the Contract.

3. Are contrary to specified means or methods included in the Contract.

C. Unless directly specified in the Solicitation Documents, the Government shall not provide or furnish any products, labor, equipment, materials, utilities, or security.

01 11 15 LOCATION OF THE WORK

A. <Station Name> is located at <address> B. The Project is accessible from <existing roads, other instructions>.

01 11 20 PRE-OFFER BID MEETING

A. Pre-Offer Bid Meeting: Refer to Solicitation for scheduled meeting day and time.

01 11 25 INQUIRIES

A. Questions shall be directed to the CO; refer to Solicitation.

01 11 30 SPECIAL NOTICES

A. Period of Performance: Refer to Solicitation.

B. Comply with Davis-Bacon Wage Rates and Buy American. The Contractor shall ensure employees and

Subcontractors are paid on time according to a predetermined pay period or pay schedule. The pay period or pay schedule shall be mutually agreeable between the Contractor and its employees and/or Subcontractors.

C. The Contractor or the Contractor’s designated representative (who will directly oversee the construction Work) shall attend a Preconstruction Meeting with the COR prior to mobilization onto the site. The Contractor or the Contractor’s designated representative shall be on site while any contract-related Work is in progress.

D. Remove and dispose of all demolition items in a legal manner off the USFWS property and in accordance with all Federal, State, and Local Regulations.

01 11 40 WORK RESTRICTIONS

A. Accomplish the Construction Work in a manner that does not interfere with ongoing field station operations.

B. Habitat Restrictions: Wildlife habitat issues may restrict building seasons. The Contractor shall coordinate with the COR and the Station Manager for requirements.

C. Work Hours: Unless otherwise specified, onsite construction Work shall be conducted during normal business hours of operation for that facility, except on Federal holidays, unless approved otherwise.

Requests to change working hours shall be submitted in writing to the CO at least 48 hours in advance.

D. Site Access: The Contractor shall have limited use of premises for construction operations during the construction period. The Contractor's use of premises is limited by the need of the USFWS for uninterrupted operations and the right to perform Work in affected areas.

1. Use of Site: Limit use of Project site to areas indicated within the Contract limits or approved of by the Contracting Officer (CO). Do not disturb portions of Project site beyond areas in which the Work is indicated.

2. Time Log: The Contractor shall submit a log recording the time of entrance and time of exit of all personnel, including any Subcontractors and Suppliers.

3. Condition of Existing Building: The Contractor shall maintain portions of existing buildings affected by construction operations in a weather-tight condition throughout construction period. The Contractor shall repair damage caused by construction operations.

E. Housing for Workers and campsites are not available on site unless explicitly indicated otherwise in the Task Order.

F. Government buildings and other facilities are not available for storage of the Contractor’s materials, equipment, or tools. Government-owned equipment is not available for the Contractor’s use to accomplish any Work.

G. Existing Utility Interruptions:

1. Maintain in operating condition all active utilities servicing other facilities.

2. Repair any damage to active utilities servicing remaining facilities.

3. All work will be in accordance with local, state and national building codes and local regulations governing the utility concerned.

4. Limit all service outages to a maximum of 4 hours unless written permission is obtained from the COR and the Station Manager.

5. Do not interrupt utilities serving facilities occupied by the USFWS or others, unless having arranged to provide temporary utility services according to the requirements indicated and under the following conditions:

i. Notify the COR not less than 10 calendar days in advance of proposed utility interruptions.

ii. Do not proceed with utility interruptions without written permission from both the USFWS and the utility company.

01 20 00 PAYMENT PROCEDURES

A. No measurement of the Work shall be made unless unit prices are included in the Project.

B. Payment: Monthly payment shall be made for approved Work performed in accordance with the contract requirements under the items listed in the Schedule of Items and on the basis of the approved Schedule-of-Values.

C. Application for Payment:

1. Schedule of Values:

i. Prepare a Schedule-of-Values in the format (or approved equivalent format) of the USFWS Form E15.

ii. Submit a detailed Schedule-of-Values within 7 days prior to the start of onsite construction Work and shall format the Schedule-of-Values to match the Pricing

Schedule and provide sufficient additional detail to allow accurate calculation of monthly progress payments.

2. Certified Payrolls: Submit certified payrolls to CO, current to within 1 week of payment application period.

3. Invoicing:

i. Submit the preliminary pay request to the COR via e-mail prior to uploading their pay request to the Internet Processing Platform (IPP) Website (https://www.ipp.gov/). The pay request shall include a Schedule-of-Values with percentage of Work completed.

ii. The COR will return a signed and approved invoice to the Contractor, who shall upload it into IPP.

01 31 00 PROJECT MANAGEMENT AND COORDINATION

A. The Government Standard Forms, specifications, associated plans, solicitation provisions, and contract clauses made a part of the contract are essential parts thereof; the requirements in one are as binding as though contained in all. They are intended to be mutually supplementary to describe and provide for a completed Project.

1. The provisions of Government Standard Forms shall govern in cases of conflict with specifications, contract provisions, and supplemental agreements forms. In all cases of dispute, the CO shall decide which part or parts of the specifications apply to any given parts of the Work with respect to such conflict.

B. Coordination

1. Coordinate scheduling, submittals, and Work of the various sections of specifications to ensure efficient and orderly sequence of installation of interdependent construction elements.

2. Verify that utility requirement characteristics of operating equipment to be delivered in the

Work are compatible with building utilities.

3. Provide field surveying to accurately establish the horizontal and vertical locations of the Work.

C. Government-furnished drawings shall not be scaled to obtain missing or conflicting dimensions. The Contractor shall monitor dimensions and details throughout the progression of the Work. Any errors or discrepancies discovered shall be promptly reported to the COR.

D. Accomplish construction Work in a manner that does not interfere with ongoing station operations, nor allow any construction material, soil, or debris to enter waters of the State.

01 31 10 CONTRACT ADMINISTRATION

A. Authority of the COR is limited to the following functions:

1. Inspect, and either accept or reject Construction Work and Materials, including approval or disapproval of materials, submittals, and shop drawings.

2. Ensure compliance with technical contract terms and conditions.

3. Clarify specifications and drawings in which clarification would not result in modifications of contract cost or time. Any resulting disagreements are to be immediately referred to the CO.

4. Verify and recommend payment estimates on progress payments and forward progress payments to the CO for approval.

5. Enforce safety requirements in accordance with the Federal Acquisition Regulations (FAR), OSHA regulations, and any applicable Solicitation Documents and USFWS policies.

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6. The COR may perform any duties of the Inspector in Section D.

B. The COR is not authorized to take the following actions, all of which remain the sole responsibility of the CO:

1. Make any changes to the contract provisions, period of performance, or contract terms and conditions.

2. Make decisions concerning any claims and disputes.

C. The COR shall immediately notify the CO of any problems encountered, including, but not restricted to, maintaining completion schedules.

D. Authority of the Inspector: An Inspector employed by the Government may assist the COR in observing the Work, obtaining measurements, and enforcing strict compliance with the terms and conditions of the Contract.

1. The Inspector shall have free access to the jobsite at all times while construction Work is in progress, and the Contractor shall furnish such information and assistance as is necessary.

2. The Inspector shall record the construction Work accomplished.

3. Unsuitable materials or construction Work that does not comply with the terms and conditions of the contract may be rejected by the CO as a result of inspections.

4. The Inspector shall observe and ensure construction is performed in conformance with the contract health and safety requirements.

5. The Inspector shall conduct wage rate interviews and report suspected labor standard violations to the CO.

6. The Inspector shall check and verify the progress payment requests.

01 31 20 PERFORMANCE OF WORK BY THE CONTRACTOR

A. Provide the COR all reasonable facilities for obtaining information respecting the character of the materials and progress of the Work. Furnish information to include the number of Workers employed, their pay rate, time worked, and other elements of cost requested by the COR. No personal information from personnel should be included for PII purposes.

01 31 30 GENERAL TECHNICAL REQUIREMENTS

A. Perform the Work in accordance with all Contract documents, including but not limited to drawings and technical specifications, and all provisions of the Contract.

B. The Contractor shall field-verify and validate dimensions, elevations, and Project area features before commencing construction. The Contractor shall promptly notify the CO and the COR of any conflicts upon discovery.

C. Welding shall be performed only by licensed welders and in compliance with American Welding Society (AWS) recommended practices. Welds shall have structural integrity and be neat in appearance.

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

A. Weekly Construction Reports: Submit weekly to COR, to include:

1. Construction Daily Reports: For the Duration of the Construction Contract, submit a Construction Daily Report for each Work Day, which includes the Contract Number, Title and Location of Project, Report Number, Contractor Designation, Subcontractor Designation, Superintendent Designation, Morning Weather Description, Afternoon Weather Description, Maximum Daily Temperature, and Minimum Daily Temperature. Also, include the Day’s Scheduled Activity Number(s), Work Location(s), Work Description(s), Employer(s), Number of Worker(s), Trade(s), Number of Work Hour(s), Work Item(s) Completed, and Job Safety Checklist(s). The Contractor may include additional entry fields on their Construction Daily Reports at their own discretion.

2. Site Observation and Inspection Reports: For the Duration of the Construction Contract, prepare and submit Site Observation and Inspection Reports for each Work Day. Site Observation and Inspection Reports shall be prepared and submitted by the Third Party Testing Company under Subcontract to the Contractor. Where necessary, the Contractor will take corrective actions if the Inspection Company notes any deficiencies.

3. Provide daily activity logs and checklists to record daily activities and submit them weekly to the CO and COR.

4. Provide construction photographs of the Work on a weekly basis and a final set of photographs after date of Substantial Completion and all temporary structures have been removed.

5. Time Logs as per §01 11 40 (D) (2).

B. Schedule:

1. Submit an initial schedule at the Preconstruction Meeting.

2. Develop schedule on commercially available computer scheduling software.

3. Provide schedule showing Work breakdown structure or precedence diagram.

4. Identify day, date, duration, and float for each Work activity.

5. Break down activities by skillset or trade and by geographic location within Work

6. Identify all interfaces with Government that may impact schedule. Keep Government interfaces away from critical path to maximum extent practical.

7. Promptly update schedule to reflect any changes or delays in the Work.

8. Provide 3–4 week look-ahead Schedules. Update Schedule every week and submit to the COR.

Coordinate activities with Station Manager.

C. Project meetings

1. Preconstruction Meeting: COR will arrange a Preconstruction Meeting prior to start of any construction. Require attendance by all parties affected by the Work. Take and distribute meeting notes to all affected parties.

2. Progress Meetings: Coordinate progress job meetings as required by the progress of the Work and shall require attendance by all parties affected by the Work.

3. Record and distribute meeting notes to all affected parties. Notes shall be distributed within 72 hours of meetings.

01 33 00 SUBMITTAL PROCEDURES

A. Master Submittal List: Submit comprehensive submittal register identifying all submittals required.

Submit register at Preconstruction meeting. Identify each submittal by title and appropriate specification section along with responsible party to review and approve. Sequentially number each submittal.

B. Electronically transmit submittals with the Government-furnished Submittal Form 4-18 that will also be used as the document for approving or disapproving submittals. Government shall furnish R1-67 in Word format for use. Submit R1-67 form in Word format for transmittal sheet of each submittal. Obtain written approval before items are ordered. Use a separate R1-67 form for each broad category of material to avoid confusion should a re-submittal be necessary.

C. Submit all submittals to the COR, viewed and signed by the Contractor, indicating they comply with the contract requirements. Submittals without the Contractor’s signature will be returned without action.

D. Submittals shall contain detailed product literature, shop drawings, material samples, and/or finish samples fully describing the items proposed for installation.

E. Conspicuously mark the item submitted to explicitly indicate the specific options, models, mechanical/electrical characteristics, trim styles, colors, sizes, etc. Annotate the submittal to cross reference to the mark numbers/group numbers shown on the drawings and/or specification.

F. Tab and index submittals containing more than ten pages.

G. Explicitly and clearly indicate all features that differ from the contract requirements.

H. Submittals will be returned to the Contractor within 21 calendar days of the date received by the COR.

I. Submit documentation for all products, materials, and equipment proposed for use.

J. Material Certifications:

1. Submit manufacturer’s certificate indicating that the material or product conforms or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

2. Certificates may be recent or previous test results on material or product but must be acceptable to the COR.

K. Samples:

1. Submit exact product or material to be used.

2. Submit product sample of size specified and of sufficient size to clearly show the characteristics, integral parts, and attachment of the product or system.

3. Submit interior and exterior color and texture samples at one time for coordinated review by the COR.

L. Submittal reviews by the USFWS does not waive or alter the contract requirements. Any deviation from the contract requirements must be specifically brought to the attention of the CO and the COR in writing and upon the drawings, or by appropriate change order.

01 34 00 BASELINE SUBMITTAL LIST

A. Descriptive Product Literature: Provide Descriptive Product Literature for the principal components of any trade Work. See also individual design drawings and technical specifications for specific requirements.

B. Progress Schedule: Submit the proposed progress Work schedule for approval within 15 days after award of contract. Itemize each principal component/phase of Work and the calendar days of anticipated performance. Submit a revised schedule any time the actual Work progress delays the scheduled time by more than 14 calendar days.

C. Schedule of Values: Submit a detailed Schedule-of-Values within 7 days prior to the start of onsite Work.

Format the Schedule-of-Values to match the Schedule-of-Items and show sufficient additional detail to allow accurate calculation of monthly progress payments. Lump sum items shall be broken down into their component parts as applicable with a cost shown for each, i.e., mobilization, bond and insurance, and the principal components of the Work.

D. Subcontract List: Submit each proposed Subcontractor on a SF 1413 (Statement and Acknowledgment) in accordance with Paragraph (d)(1) of FAR Clause 52.222-11. SF 1413s within 14 days after award of the contract.

E. Key Personnel Names: Within 14 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list work addresses, telephone numbers, and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Project Superintendent with a minimum of five (5) years of experience in coordinating Subcontractors in the construction industry.

F. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience; include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.

G. Permits, Licenses, and Certificates: Submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work.

H. Quality Control Plan (QCP): Prepare and submit a Quality Control Plan (QCP). Provide delineation of Laboratory and Institute (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.

1. Refer to General Requirements Division 1, Section 01 44 00 Testing and Inspection and related Technical Specifications for specific requirements.

I. Quality Control Test Reports: For the Duration of the Construction Contract, perform Quality Control Tests and prepare and submit Quality Control Test Reports for each material to be provided and installed.

J. Close-Out Documents: Submit documents listed in Specification 01 78 00.

01 35 00 SPECIAL PROCEDURES

A. Immediately stop Work and notify the Inspector, the COR, and the CO if paleontological, archaeological, or historical remains, including burials or skeletal material, are encountered. The CO will notify the Regional Archaeologist so that the provisions of the National Historic Preservation Act, 16 USC 470f, 54 USC 306108, 36 CFR 800, and other relevant laws, regulations, and standards are followed. Work will cease in the immediate vicinity until permitted to resume by written order from the CO. Work in other areas may proceed as approved by the Regional Archaeologist.

B. Site Safety:

1. The Contractor is responsible for safety on the Project site at all times, from issuance of the

Notice to Proceed until final completion and acceptance of the Work by the CO.

2. The Contractor is responsible for ensuring that all onsite activities, equipment, and facilities constructed by the Contractor, Subcontractor, or Supplier conform fully to the Department of Labor, Occupational Safety and Health Administration (OSHA) standards 29 CFR 1910 (Occupational Safety and Health Standards) and 29 CFR 1926 (Safety and Health Regulations for Construction); and any applicable the DOI policies and the USFWS policies.

3. Adhere to all current Federal, State, and Local safety requirements. In the event where any safety standard referenced herein conflicts with another, the more stringent shall govern.

4. Prepare and submit a Site-Specific Safety Plan, a Job Hazards Analysis (JHA), and a Health and Safety Plan (HSP) that is to include detailed Project data 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, conditions, and Site conditions, as well as providing a competent person to conduct frequent and regular inspections.

5. Initiate and maintain, throughout the performance of this contract, an effective safety program that provides adequate policies, procedures, and practices to protect their employees from, and allow them to recognize, job-related safety and health hazards.

6. Each employee of the Contractor and all Subcontractors must be instructed in the recognition and avoidance of unsafe conditions and…