Attachment 1 PWS Harris Building Maint V2.pdf

Petersburg Ranger District (PRD) Harris Building Maintenance Performance Work Statement (PWS) Page 1 of 10

General Information

1.0 General

This is a non-personal services contract to provide facility maintenance services to the Harris Building on the Petersburg Ranger District (PRD) located on the Tongass National Forest (TNF). The Government shall not exercise any supervision or control over the contract service providers performing the services herein. Such contract service providers shall be accountable solely to the Contractor who, in turn, is responsible to the Government.

2.0 Background/Purpose

The Harris Building is a Forest Service multi-purpose facility containing office, storage, and shop space. The purpose of this contract is to perform facility and site maintenance and improvements.

3.0 Description of Services

The Contractor shall furnish all labor, supervision, management, tools, materials, equipment, facilities, transportation, and other items and non-personal services necessary to provide facility maintenance services to the PRD Harris Building. The contractor shall provide services in accordance with (IAW) this Performance Work Statement (PWS), and all applicable federal, state and local laws and regulations.

4.0 Place of Performance

The work shall be performed in Petersburg, Alaska. Petersburg is a small fishing community located in Southeast Alaska along the Wrangell Narrows. There are no road systems connected to Petersburg. Petersburg is accessible by commercial airflight, state operated ferry and commercial barging services.

Building and Location: The Harris Building is located at 123 Scow Bay Loop Road in Petersburg, Alaska, 99833. The building is approximately 11,700 gross square feet. There is a leased gravel-surfaced storage lot on the west side of the Harris Building. The entrance to this lot is sloped at approximately 1:5 (rise to run).

Staging area: The Contractor is allowed a staging area on site as approved by the COR at time work begins after award.

5.0 Period of Performance

The period of performance shall be from Date of Award to 15 September 2024.

6.0 Government Regular Working Hours

The Government's regular working hours are Monday through Friday from 0800 to 1630, except federal holidays or when the government installation is closed due to local or national emergencies, administrative closings, or similar government directed closings.

All work shall be performed during regular Government working hours listed above.

7.0 Federal Observed Holidays

When a federal holiday occurs on a Saturday, federal employees are normally granted the previous Friday as the holiday observance. When a federal holiday occurs on a Sunday, federal employees are normally granted the following Monday as the holiday observance. Below is the list of recognized federal holidays:

Federal Holidays New Year’s Day (January) Labor Day (September) Martin Luther King Jr’s Birthday (January) Columbus Day (October) President’s Day (February) Veteran’s Day (November) Memorial Day (May) Thanksgiving Day (November) Juneteenth Day (June) Christmas Day (December) Independence Day (July)

8.0 Contractor Key Personnel

Contract Manager: The Contractor shall provide a Contract Manager and designated alternate, as applicable, who has full authority to act for the Contractor on all contract matters relating to this contract. The Contract Manager or alternate shall be available during the Government's regular working hours.

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9.0 Government Key Personnel

Contracting Officer (CO): The CO is the only person with the authority to enter into, administer, and or terminate contracts;

make related determinations and findings on behalf of the government; and legally bind the government. The CO shall ensure that the contractor receives impartial, fair, and equitable treatment under this contract. The CO shall determine and document the final assessment of the contractor's performance in the government’s past performance tracking system.

Contracting Officer’s Representative (COR): A COR may be assigned to this contract to monitor all technical aspects and assist in contract administration. The COR may be authorized to perform the following functions: assure that the Contractor performs the technical requirements of the contract; perform inspections necessary in connection with contract performance; maintain written and oral communication with the Contractor concerning technical aspects of the contract;

issue written interpretations of technical requirements (without increasing or decreasing contract scope), including Government drawings designs, and specifications; monitor Contractor's performance and notify both the CO and Contractor of deficiencies; and provide site entry of Contractor personnel. The COR is not authorized to change any of the terms and conditions of the contract.

10.0 Post-Award Conference and Periodic Progress Meetings

The Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office IAW Federal Acquisition Regulation (FAR) Subpart 42.5. The CO and/or COR shall meet periodically with the Contractor to review the contractor's performance. At these meetings the CO will apprise the Contractor of how the Government views the contractor's performance and the contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues.

11.0 Contractor Furnished Equipment

All Contractor furnished equipment and vehicles to be used at the work site shall be cleaned and free of invasive species (noxious weeds), seeds, external grease and oil and shall be inspected prior to entrance onto federal government lands.

The restriction shall include equipment and vehicles intended for off-road use, whether they are owned, leased, or borrowed by the contractor or subcontractor.

12.0 Service Interruptions

If any services must be interrupted (even temporarily) due to maintenance of contract work, the Contractor shall notify the CO and COR at least 3 business days in advance. If the service is due to an emergency breakdown, the Contractor shall notify the CO and COR as soon as practicable.

13.0 Travel

The Contractor shall be responsible for all travel to and from the work site locations.

Security and Safety Requirements

14.0 Identification of Contractor Employees

All contract personnel working in situations where their contractor status is not obvious to third parties are required to identify themselves by wearing clearly written and visible nametags at all times as such to avoid creating an impression in the minds of members of the public that they are Government officials.

15.0 Conduct of Contractor Personnel

The CO may require the contractor to remove from the work site any employee working under this contract for reasons of misconduct, security, or found to be or suspected to be under the influence of alcohol, drugs, or other incapacitating agent. Contractor employee shall be subject to dismissal from the premises upon determination by the CO that such action is in the best interests of the government. Such removal from the work site or dismissal from the premises shall not relieve the contractor of the requirement to provide sufficient personnel to perform the services as required by this PWS.

16.0 Safety

Contractor activities shall be conducted in a safe manner that minimizes accidents as well as any impacts on Government operations and members of the public. Contractor shall comply with applicable federal, state, and local codes and standards, including safety and occupational health requirements, as well as any additional specific requirements contained in this PWS.

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Technical Requirements

17.0 Specific Tasks

General:

A. The contractor shall develop a Work Schedule and Safety Plan and submit it to the COR NLT 15 calendar days prior to work starting. An updated copy shall be provided to the COR as changes occur. If the Contractor needs to leave the work site and return later, then 7 calendar days prior notice shall be given to the COR for work to resume.

1. Work Schedule: Shall provide a timeline of the services to be provided under this contract.

2. Safety Plan: Shall address safety methods to be used to keep Forest Service, contractor personnel, improvements, and the public safe. Plan shall comply with and reference all applicable OSHA Construction and Workplace requirements.

B. Spill Containment and Fuel Storage Plan:

1) Contractor shall provide an EPA/OSHA approved Spill Containment Kit and Hazardous Material Storage Plan to the COR and CO 15 calendar days prior to beginning performance.

2) If any fuel or oil are to be stored onsite (regardless of the amount), the Contractor shall prepare, and submit a EPA/OSHA approved Spill Prevention and Control Countermeasures (SPCC) Plan for the COR to review 15 calendar days prior to beginning performance.

3) Contractor is solely responsible for all clean-up costs of petroleum product spills within project vicinity area caused directly or indirectly by their employees or from their contract operations during the performance of this contract.

C. Materials List and Product Data Sheets: The Materials List and Product Date Sheets shall be provided to the

COR and CO NLT 15 calendar days prior to work starting on site.

D. Utility locates and coordination: The Contractor is responsible for locating all utilities, verifying there are no buried utilities in the areas where ground disturbing activities are proposed, and for notifying the COR immediately if work is expected to conflict with existing utilities.

E. Clean up: The Contractor shall remove all debris from the site and maintain a clean site on a daily basis. All project trash, demolition debris, and residue become property of the Contractor and shall be disposed offsite.

F. The Contractor shall obtain all licenses and permits required for performance of work and for complying with all applicable local, state, and federal laws and regulations.

G. The Contractor shall be responsible for providing their own restroom facilities and servicing.

Task 1 – Mobilization: This work consists of moving personnel, equipment, material, and incidentals to the project and performing work necessary before beginning work at the project site. This work also includes obtaining permits, insurance, and bonds. The contractor shall be responsible for accounting for costs appropriately and for maintaining records, including supporting documentation, adequate to demonstrate that costs claimed have been incurred, are allocable to the contract, and comply with applicable cost principles in FAR subpart 31.2 and agency supplements. The CO may disallow all or part of a claimed cost that is inadequately supported. This task is established as a not to exceed (NTE) amount.

Task 2 – Level Exterior Staircase and Slab: The contractor shall level the exterior staircase, landing slab, and furnish and install new handrail terminations. Appendix 1 shows locations for each item.

2.1 Staircase leveling: raise bottom of staircase stringers as needed to provide level treads. Furnish and install pressure-treated shims under bottom of stringers, angle brackets, and weather wall sill plate. There are windows in the staircase exterior wall, which the contractor shall protect from damage. If concrete anchor bolts are too short after raising staircase, then furnish and install a new, longer galvanized steel angle bracket (longer vertical leg) to fit over existing anchor bolts and stringer bolts. Angle bracket dimensions & thickness to meet or exceed that of the existing angle bracket.

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2.2. Staircase landing topping slab: construct topping slab over settled landing slab at base of staircase. Topping slab minimum compressive strength at 28 days: 5,000 psi. No coarse aggregates permitted. Prepare and apply per manufacturers requirements and recommendations. Elevation of topping slab at base of bottom tread/riser to provide uniform riser height per 2024 IBC section 1011.5.4. Slope top of topping slab away from the staircase at 1%.

2.3. Handrail terminations (4 total): Terminate existing exterior staircase handrails to wall, walking surface, or post, per 2024 IBC, section 1014.7. Use naturally decay-resistant species or apply weather-proof, non-toxic coating. Profile & cross-sectional dimensions of terminations to match existing handrail.

2.4. Security camera mounted on utility pole: Tighten loose cable connection at/near camera shown on Appendix 1 (note 2.4).

Task 3 – Interior Slab Settlement Mitigation: See Appendix 1 for locations of the following items:

3.1 Separate Slab from Pile Caps:

3.1.1 Cut joints completely through slab at three pile caps to separate pile cap from settling slab on grade.

Cut all around pile caps, where bases meet slab on grade. Seal cuts with flexible, impermeable sealant, such as Sikaflex 1c SL or approved equal. Use bond breaker or backer rod below sealant. Furnish and install a hazard safety floor tape, black and yellow, 3 inches wide, adjacent and parallel to all transitions, for full length of transitions, to warn of grade change.

3.1.2 Work includes temporarily relocating stored items, including storage racks, as needed to access the pile cap perimeter. after performing all work required by this task, reinstall items, including storage racks, so that stored items are not on top of pile caps. re-anchor any previously-anchored items using same type, size, quantity, and location of anchors.

3.1.3 At grid C/5: selectively demolish a portion of the wall as needed to cut through slab. After cutting and sealing per Task 3.1.1, patch wall to match existing and adjacent wall, including drywall and painting.

3.2 Patch damaged concrete:

3.2.1 Perform relief cut to separate slab from wall. Cut from garage door to west edge of heater, ~10 ft long.

3.2.2 Remove damaged or crumbling concrete. Clean in and around the damaged area.

3.2.3 Repair material shall be self-leveling mortar containing sand and hydraulic cement and having a minimum compressive strength at 28 days of 5,000 psi. Prepare and apply per manufacturers requirements and recommendations.

3.2.4 Apply anti-skid coating to patched areas with COR approved product as shown in Appendix 1. Anti-skid coating shall be low VOC and match existing grey color.

3.3 Furnish and install transition ramp at thresholds. Remove broken concrete as needed for new ramp to fit flush against adjacent construction. Modify and/or repair substrate as needed to provide smooth, level, and uniform base for ramp product. Ramp shall have no weight limitations, be designed for door thresholds, be compatible with installation on concrete surfaces, and meet ICC A117.1-2017. Trim ramp as needed to provide flush fit at threshold, door jamb, and walls, without any gaps or excess. Adhere ramp using manufacturer's recommended adhesive. Where carpet is existing, furnish and install a new transition strip at carpet-to-ramp transition. Furnish and install hazard safety floor tape, black and yellow, 3 inches wide, along flooring at top and bottom of ramp, adjacent and parallel to top and bottom of ramp, for full width of ramp, to warn of grade change. Apply anti-skid coating to ramp surfaces with COR approved product as shown in Appendix 1. Anti-skid coating shall be low VOC and match existing grey color.

3.4 Furnish and install a transition ramp at hallway: Carefully remove carpet to re-install later. Attach new ramp to exposed concrete. Modify and/or repair substrate as needed to provide smooth, level, and uniform base for ramp product. The transition ramp shall be for the full width of hall. Ramp shall have no weight limitations, be

Performance Work Statement (PWS) Page 5 of 10 compatible with installation on concrete surfaces, and meet ICC A117.1-2017. Trim ramp as needed to provide flush fit at threshold, door jamb, and walls, without any gaps or excess, and to ensure slope is uniform for full width of ramp. Adhere ramp using manufacturer's recommended adhesive. Re-install carpet that was removed earlier and furnish and install new transition strips at carpet cuts/seams.

Task 4 – Earthwork:

4.1 Furnish and install compact D1 aggregate as needed to fill voids under foundation beams which have exposed crawl space. When installing the D1 ensure sufficient fill quantities to account for losses due to sloughing into crawl space. Vertical distance from bottom of siding and top of fill: 2 inch minimum, 4 inch maximum. Grade away from building for 6 ft minimum, measured perpendicular to the face of the wall. Compact in 12-inch lifts by mechanical vibratory means until visual displacement ceases. Total length of voids measured parallel to adjacent wall: 50 linear feet.

4.2 Where ground does not slope away from the building for 6 ft minimum, compact enough D-1 aggregate up to 2 inches from the bottom of siding and grade away from the building for minimum of 6 ft, measured perpendicular to the face of the wall. Exclude locations where building perimeter borders asphalt or concrete.

4.3 Clean ditch/swale to improve drainage from storm drains to culvert under path.

Task 5 – Wastewater Line Re-Route: Re-route the wastewater line so that it is not under the exterior staircase slab. See Appendix 1 for approximate routing. Furnish and install a new cleanout as shown in Appendix 1. Wastewater line materials and installation, including associated earthwork shall comply with Petersburg Borough requirements. Purge and cap abandoned section of wastewater line, and abandon in place.

Task 6 – Insulate and Weatherize Section of Exterior Wall:

6.1 Remove pre-cut siding panels under exterior staircase, at first floor men's bathroom, approximately 20 sf. For the total wall area behind the removed siding: remove existing weather resistive barrier, wood strapping, and insulation. Perform work required by other tasks, then rebuild wall assembly, including furnishing and installing batt insulation, CDX plywood sheathing, and weather resistive barrier, using new products of equal or better quality and function. Seal weather resistive barrier. Re-install siding panels with new metal siding fasteners.

6.2 Furnish and install pipe insulation on water supply piping in exterior wall at first floor men's restroom. Pipe diameters are estimated at 5/8" diameter copper tube size, contractor shall field verify. Pipe insulation: foam, 1 inch wall thickness.

6.3 Weather seal bottom of siding under staircase, to prevent air infiltration into wall assembly: furnish and install 1-1/2" x 3" x 30 ft extruded polystyrene (XPS) insulation closure strip at bottom of siding. Protect XPS strip with galvanized steel or aluminum wrap/flashing. Furnish and install siding manufacturer's foam closure strip, full length, to seal gaps between metal wrap/flashing & back of siding. Seal around 4" diameter corrugated flexible conduit (for fuel oil lines) with spray foam or equal. Field verify all dimensions.

Task 7 – Rebuild Weather Wall at Main Entrance: Retain existing columns, beam, and hardware. Retain existing plexiglass window to be re-installed. Replace sheathing and framing with pressure-treated plywood and pressure-treated framing. Install retained plexiglass window, via pressure-treated wood trim strips or approved equal and seal plexiglass to trim. Paint wall (new and existing components), both sides, color to match existing. Install sheet metal siding, to match main building, on exterior side of wall.

Task 8 – Gutters and Downspouts Improvements:

8.1 Seamless metal gutter profile and color to match existing gutter on west side of building. Relocate surveillance cameras to bottom of eave fascia, or install a mounting block extending below the fascia, or install to siding below, to provide space for the new gutter.

8.2 Relocate metal storage rack components (leaning against building) to adjacent storage yard, to COR approved location. See Appendix 1. Replace damaged downspout section.

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Task 9 – Clean Exterior Windows, Gutters and Downspouts: The contractor shall clean all exterior windows, window trim, gutters, and downspouts. There are approximately 47 windows. Approximately 17 windows are level 1 windows, with top surfaces about 8 ft above adjacent finished grade. Approximately 30 windows are level 2 windows, with top surfaces about 19 ft above adjacent finished grade.

9.1 Clean exterior side of windows and trim. After cleaning, all traces of moss, algae, mold, film, dirt, smudges, water, and other foreign matter shall be removed from frames, casings, and glass. Includes removing bug screens prior to cleaning and reinstalling screens after cleaning is complete.

9.2 Clean all gutters and downspouts. After cleaning, all debris and obstructions shall be removed from gutters, downspouts, and connecting elbows, allowing unrestricted flow of water through the gutters and downspouts.

Task 10 – Pressure Wash Exterior Siding: Remove all traces of moss, algae, mold, film, dirt, smudges, and other foreign matter from siding.

Task 11 – Re-Square Breezeway Door Frames: Remove door frames and reinstall frames so doors and frames are plumb, level, and square and doors can fully open, close and latch without rubbing on frame or floor/threshold.

Optional Work – This work may or may not be award during performance of the contract. If awarded it will be no later than 120 days after award date. If the government determines to exercise any option a letter of intent will be provided to the contractor no later than 10 days prior to the execution of the modification adding the work.

Task 1001 – Replace Column: Replace built-up timber column at grid 5/b, in-kind. Furnish and install new 8x8 timber column, hem-fir no. 1 or better. Furnish and install 2x8 timber each side, hem-fir no. 1 or better. Bolt 2x8's to 8x8 with 5/8" diameter A307 bolt at 2'-0" O.C. countersink head and nut. Furnish and install standard washers under all bolt heads and nuts contacting wood. Retain and re-use framing connectors. Paint new construction, including wood and hardware, color to match existing. Includes shoring roof beam/girder via COR approved method that distributes forces over a large area of the slab on grade. Includes detaching, supporting, and re-attaching affected electrical conduits.

Task 1002 – Shop Slab Coating: Apply COR approved anti-slip epoxy-based coating to concrete floor where shown on drawing. Temporarily relocate easily-movable items to expose floor for coating. Difficult-to-move items that weigh more than 75 lbs and are either not on wheels, or are not suitable for moving with a hand truck/dolly may stay in place. After moving the easily-movable items, we estimate the contractor will be able to coat about 1,000 SF, as shown on the drawings. Move items back to original locations after coating has cured. Estimated quantity: 1000 sf. Color: match existing. Low VOC product.

18.0 Key Deliverables Table

The Contractor shall submit an electronic copy of all deliverables to the CO and COR in PDF format and phrased in layperson language. Below is a list of all deliverables outlining each objective and due date.

Item # Deliverable Objective Due 17-A Work Schedule For government situational awareness and to ensure all material incorporated into the work conforms to intent of project.

NLT 15 calendar days prior to performing work.

17-A Safety Plan For government situational awareness and to ensure all material incorporated into the work conforms to intent of project.

NLT 15 calendar days prior to performing work.

17-B Spill Containment and Fuel Storage Plan

For government situational awareness and to ensure all material incorporated into the work conforms to intent of project.

NLT 15 calendar days prior to performing work.

17-C Materials List and Product Data Sheets

For government situational awareness and to ensure all material incorporated into the work conforms to intent of project.

NLT 15 calendar days prior to performing work.

Performance Work Statement (PWS) Page 7 of 10

Performance Requirements Measures

19.0 Acceptable Performance

Acceptable performance is achieved if 95% of the requirement is successfully satisfied. The Contractor’s acceptable performance will be rated in COR reports and in the Contractor Performance Assessment Reporting System (CPARS) as Satisfactory, Very Good, or Exceptional.

20.0 Unacceptable Performance

Unacceptable performance is achieved if less than 95% of the requirement is satisfied (e.g., work specified by contract is incomplete or work is not IAW the PWS, and manufacturer’s specifications). If the performance is deemed unacceptable for any objective (required task), the COR will determine the possible cause of this unacceptable performance.

Unacceptable performance caused by actions of the Contractor shall be reported to the Contractor’s on-site representative and request its signature on documentation acknowledging notification. Unacceptable performance caused by actions of the Government shall not be held against the Contractor. If the Contractor disputes the results of surveillance, the COR must refer the Contractor to the CO for resolution. The Contractor’s unacceptable performance will be rated in COR reports and in CPARS as Marginal or Unsatisfactory.

21.0 Performance Requirements Summary Table

Task

Performance Objective

Performance Standard

Performance Threshold

Surveillance Method Remedy

2 Level exterior staircase and slab

Work shall be performed IAW this PWS, the terms of the contract, and all applicable federal, state, and local laws and regulations.

When all minimum standards outlined in this task have been met.

95% variation is considered acceptable.

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice payment upon successful completion and acceptance.

3 Interior slab settlement mitigation

Work shall be performed IAW this PWS, the terms of the contract, and all applicable federal, state, and local laws and regulations.

When all minimum standards outlined in this task have been met.

95% variation is considered acceptable.

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice payment upon successful completion and acceptance.

4 Earthwork Work shall be performed IAW this PWS, the terms of the contract, and all applicable federal, state, and local laws and regulations.

When all minimum standards outlined in this task have been met.

95% variation is considered acceptable.

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice payment upon successful completion and acceptance.

5 Waste Line Re- Route

Work shall be performed IAW this PWS, the terms of the contract, and all applicable federal, state, and local laws and regulations.

When all minimum standards outlined in this task have been met.

95% variation is considered acceptable.

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice payment upon successful completion and acceptance.

6 Insulate and weatherize section of exterior wall

Work shall be performed IAW this PWS, the terms of the contract, and

When all minimum standards outlined

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice

Performance Work Statement (PWS) Page 8 of 10 all applicable federal, state, and local laws and regulations.

in this task have been met.

95% variation is considered acceptable.

payment upon successful completion and acceptance.

7 Rebuild weather wall at main entrance

Work shall be performed IAW this PWS, the terms of the contract, and all applicable federal, state, and local laws and regulations.

When all minimum standards outlined in this task have been met.

95% variation is considered acceptable.

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice payment upon successful completion and acceptance.

8 Gutters and Downspout Improvements

Work shall be performed IAW this PWS, the terms of the contract, and all applicable federal, state, and local laws and regulations.

When all minimum standards outlined in this task have been met.

95% variation is considered acceptable.

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice payment upon successful completion and acceptance.

9 Clean Exterior windows, gutters, and downspouts

Work shall be performed IAW this PWS, the terms of the contract, and all applicable federal, state, and local laws and regulations.

When all minimum standards outlined in this task have been met.

95% variation is considered acceptable.

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice payment upon successful completion and acceptance.

10 Pressure wash exterior siding

Work shall be performed IAW this PWS, the terms of the contract, and all applicable federal, state, and local laws and regulations.

When all minimum standards outlined in this task have been met.

95% variation is considered acceptable.

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice payment upon successful completion and acceptance.

11 Re-square breezeway door frames

Work shall be performed IAW this PWS, the terms of the contract, and all applicable federal, state, and local laws and regulations.

When all minimum standards outlined in this task have been met.

95% variation is considered acceptable.

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice payment upon successful completion and acceptance.

12 Replace column Work shall be performed IAW this PWS, the terms of the contract, and all applicable federal, state, and local laws and regulations.

100% of the requirement satisfied.

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice payment upon successful completion and acceptance.

Performance Work Statement (PWS) Page 9 of 10

13 Shop slab coating

Work shall be performed IAW this PWS, the terms of the contract, and all applicable federal, state, and local laws and regulations.

When all minimum standards outlined in this task have been met.

95% variation is considered acceptable.

Periodic and/or random inspections by the COR.

Rework at no cost to Government for defective services.

Full invoice payment upon successful completion and acceptance.

Government-Furnished Property and Utilities

22.0 Government-Furnished Property

NA

23.0 Government-Furnished Utilities

The Government will provide the following Government-Furnished Utilities for the performance of this contract.

Item # Property Description 1 Electricity and water as needed.

Definitions, Acronyms, and Applicable Laws, Regulations, Specifications and Guidance

24.0 Definitions

Acceptance: The act of an authorized representative of the Government by which the Government, for itself or as agent of another, assumes ownership of existing identified supplies tendered or approves specific services rendered as partial or complete performance of the contract.

Business Day: Refers to any day in which government normal business operations are conducted. For this contract, a business day will be IAW PWS Paragraph 6.0, Government Regular Working Hours.

Calendar Day: Refers to the period of elapse time, using Coordinated Universal Time or local time that begins at midnight and ends 24 hours later at the next midnight.

Contracting Officer (CO): A person with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings. The term includes certain authorized representatives of the Contracting Officer acting within the limits of their authority as delegated by the Contracting Officer. "Administrative Contracting Officer (ACO)" refers to a Contracting Officer who is administering contracts. "Termination Contracting Officer (TCO)" refers to a Contracting Officer who is settling terminated contracts. A single Contracting Officer may be responsible for duties in any or all of these areas.

Contracting Officer’s Representative (COR): An individual, including a Contracting Officer’s Technical Representative (COTR), designated, and authorized in writing by the Contracting Officer to perform specific technical or administrative functions.

Contractor: A supplier or service provider that enters into a contract with the Government to provide specific supplies or services to the Government. The term in this contract refers to the prime.

Day: Unless otherwise specified, it means a calendar day.

Defective Service: A service output that does not meet the standard of performance associated with the Performance Work Statement.

Deliverable: Anything that can be physically delivered but may include non-manufactured things such as meeting minutes or reports.

Equipment: A tangible item that is functionally complete for its intended purpose, durable, nonexpendable, and needed for the performance of a contract. Equipment is not intended for sale, and does not ordinarily lose its identity or become a component part of another article when put into use. Equipment does not include material, real property, special test equipment or special tooling.

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Facility: An establishment, structure, or assembly of equipment designated for a specific function; something designed, built, installed, etc., to serve a specific function affording a convenience or service.

Government-Furnished Property (GFP): Property in the possession of, or directly acquired by, the Government and subsequently furnished to the Contractor for performance of a contract. Government-furnished property includes, but is not limited to, spares and property furnished for repair, maintenance, overhaul, or modification. Government-furnished property also includes contractor-acquired property if the contractor-acquired property is a deliverable under a cost contract when accepted by the Government for continued use under the contract.

Government Property: All property owned or leased by the Government. Government property includes both government-furnished property and contractor-acquired property. Government property includes material, equipment, special tooling, special test equipment, and real property. Government property does not include intellectual property and software.

Inspection: Examining and testing supplies or services (including, when appropriate, raw materials, components, and intermediates assemblies) to determine whether they conform to contract requirements.

Invoice: A contractor’s bill or written request for payment under the contract for supplies delivered or services performed.

Line Item: the basic structural element in a procurement instrument that describes and organizes the required product or service for pricing, delivery, inspection, acceptance, invoicing, and payment. The use of the term "line item" includes "subline item," as applicable.

Line Item Number: Either a numeric or alphanumeric format to identify a line item.

Non-Personal Services Contract: A contract under which the personnel rendering the services are not subject, either by the contract’s terms or by the manner of its administration, to the supervision and control usually prevailing in relationships between the Government and its employees. Non-personal service contracts are authorized by the Government IAW FAR 37.012, under general contracting authority, and do not require specific statutory authorization.

Performance Objectives: Describe the work that is to take place.

Performance Requirements Summary (PRS): Identifies the key performance indicators of the contract that will be evaluated by the Government to ensure the Contractor meets standards.

Performance Standard: Describe the desired results that are to be achieved. A measure of comparison; an acceptability criterion; a benchmark or yardstick against which a service will be measured.

Random Sampling: A method of looking at a few individual items in a lot to determine the quality of that lot against a standard.

Service Contract: A contract that directly engages the time and effort of a contractor whose primary purpose is to perform an identifiable task rather than to furnish an end item of supply.

Serviceable Condition: Refers to items that are usable; ready for use; in proper operating condition; durable; clean and in good condition; usable for its intended purpose.

25.0 Applicable Laws, Regulations, Specifications and Guidance The contractor shall perform the required services IAW the specifications in this PWS, and all applicable federal, state and local laws and regulations. Additional requirements and information may be found from the following sources:

EPA: Environmental Protection Agency (https://www.epa.gov)

OSHA: Occupational Safety and Health Administration (https://www.osha.gov)

26.0 Appendix:

Appendix 1: Drawings Harris Building Maintenance Appendix 2: no longer applicable Appendix 3: Photos of Items to Move Task 8 https://www.epa.gov/ https://www.osha.gov/