Exhibit_1_and_2_SCHEDULE-SOW_20190612.doc

SOLICITATION NO. 12837119R0012

1. PART i—THE SCHEDULE

SECTION B—SUPPLIES OR SERVICE AND PRICES/COSTS

SCHEDULE OF ITEMS

DIVISION 01-GENERAL REQUIREMENTS

DIVISION 02-EXISTING CONDITIONS

DIVISION 03-CONCRETE

DIVISION 05-METALS

DIVISION 08-OPENINGS

DIVISION 09-FINISHES

DIVISION 11-EQUIPMENT

DIVISION 23-HEATING, VENTILATION, AND AIR CONDITIONING (HVAC)

DIVISION 26-ELECTRICAL

DIVISION 32-EXTERIOR IMPROVEMENTS

ADDITIVE BID ITEMS

DIVISION 02-EXISTING CONDITIONS

DIVISION 23-HEATING, VENTILATION, AND AIR CONDITIONING (HVAC)

DIVISION 32-EXTERIOR IMPROVEMENTS

MISCELLANOUS

2. SECTION C—DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

3. GENERAL INFORMATION

3.01 INTRODUCTION

A. This project consists of providing all materials, equipment, labor, transportation and incidentals for renovation of both the Bradshaw and Chino District Offices and provide moving services for temporary relocation of employees. The work includes selective demolition of walls, construction of new walls, new windows and doorways, demolition and/or relocation of new electrical wiring and lighting, HVAC diagnostic testing, installation of government furnished ceramic floor tiles and reception counter, installation of vinyl and carpet tiles, interior painting, telecommunication upgrades, construction of new handicapped accessible ramp, false gable and exterior stucco finish for front entrance, landscaping, new irrigation system and moving services to relocate furniture, boxes and related work components for employees to and from temporary work spaces.

3.02 BACKGROUND

A. There are two locations involved in this project – Bradshaw District Office and Chino District Office. The Bradshaw District Office has four (4) buildings onsite. The Chino District office has three (3) buildings onsite. The main and yard offices at Bradshaw and the main and yard offices at Chino are included in this project. Currently, these buildings are occupied.

B. The Bradshaw main office is approximately 10,944 square feet and was constructed in 1956. The Bradshaw yard office is approximately 1776 square feet and was constructed in 1959. The buildings have service connections to electricity (APS), water (City of Prescott), telecommunications (AT&T) and sewer (City of Prescott).

C. The Chino main office is approximately 3,565 square feet and was constructed in 1984. The Chino yard office is approximately 771 square feet and was constructed in 1963. The buildings have service connections to electricity (APS), water (City of Prescott), telecommunications (AT&T) and sewer (onsite septic system with leachfield).

3.03 LOCATION

A. Bradshaw District Office is located in the Prescott, AZ. Chino District Office is located in Chino Valley AZ. Both are within Yavapai County, Arizona.

B. Bradshaw District Office: is located at 344 S. Cortez in Prescott, AZ. From Phoenix take Interstate 17 North to Exit #262 to Prescott onto Highway 69. Follow 69 for 34 miles into Prescott. Stay left and continue on Gurley Street. Turn left on Cortez St. The office will be on the right side of the road past Carleton St.

C. Chino District Office: is located at 735 N Highway 89 in Chino Valley, AZ. From Phoenix take Interstate 17 North to Exit #262 to Prescott onto Highway 69. Follow 69 for 20 miles and take a right onto Fain Rd. Fain Rd will become Highway 89A past Robert Rd. Take exit 317 onto Highway 89 towards Chino Valley. Follow signs for Chino Valley/Ashfork. Follow Highway 89N for approximately 8 miles. The Chino District Office will be on the right side of the road after you past East Road 1 North.

3.04 GENERAL SITE CONDITIONS AND WEATHER

A. The construction site experiences moderate temperatures between May-September with monsoon rains hitting around July-August. The winters are generally cold with expected snowfall.

3.05 USE OF PREMISES

A. Contractor shall have limited use of buildings indicated. Contractor's use of premises is limited only by the Government's right to perform work or to retain other contractors on portions of Project and as follows:

B. The Government will not occupy premises during construction and will move to temporary office spaces. However, due to neighboring residential areas, perform construction during normal waking hours from 7:00am to 6:00pm Sunday through Saturday.

C. Driveways, Walkways, and Entrances: Keep driveways, walkways and entrances serving premises clear and available to emergency vehicles and employees. Do not use these areas for parking or storage of materials.

D. Smoking is not permitted within the building.

E. Confine storage of materials to areas as approved by the COR.

F. Contractor shall provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. Contractor shall minimize disturbance of all undisturbed areas.

3.06 Preservation of Natural Features

A. Confines all operations to work limits of the project. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

B. Provide temporary barriers to protect existing trees and plants and root zones.

C. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with COR and remove agreed-on roots and branches that interfere with construction.

D. Do not fasten ropes, cables, or guys to existing trees.

E. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

3.07 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

A. Contracting Officer’s Representative (COR) - The COR is a Forest Service official designated by the Contracting Officer to perform day-to-day contract administration, including site inspections for quality assurance.

B. Facilities - Existing Government facilities and utilities are available as indicated below.

1. Temporary electricity – There is electricity available onsite.

2. Temporary telephone –The site is located within city limits, therefore, cellular phone service is available.

3. Temporary water – There is water service onsite.

4. Temporary sanitation –There are bathrooms available onsite for the Contractors to use.

5. Temporary solid waste disposal – the Contractor shall provide solid waste disposal for any waste generated due to contract work or Contractor occupancy at the site.

6. Temporary storage and laydown space – there is no designated storage space at the work sites. Space may be utilized as needed and approved by the COR. Storage and laydown shall be located and used so as to not damage existing improvements, vegetation and ground surface.

7. Fuel and oil storage – no bulk petroleum products shall be stored at the project site.

C. Controls - All sites are located within city limits. Emphasis will be placed on the safety of the public and Contractor personnel and on protecting the Contractor’s work.

1. Security – the Contractor shall take reasonable measures to secure equipment and contract work against theft and vandalism. The Forest Service is not responsible for theft and vandalism.

2. Work zone barriers –Work zones shall be delineated and marked to adequately warn visitors from operating equipment and hazardous conditions. The Contractor is responsible for providing barrier materials and maintaining barriers such as temporary barricades, barrier tape, curbs, etc., at work zones.

3. Work limits – ground disturbance and equipment shall be confined to the minimal area in each area of work. The Contractor is responsible for establishing the work limits and marking or otherwise communicating the limits to Contractor personnel.

4. Fire protection – refer to contract Fire Plan requirements that determine Contractor responsibility for measures and equipment to prevent fires, work restrictions during fire danger, and assistance to be rendered in case of fire.

5. Equipment Washout – there will be no equipment washout onsite.

6. Clean up – the Contractor shall remove all temporary facilities and restore prior conditions as part of project closeout. Any damage to existing improvements shall be repaired at the Contractor’s expense. Any disturbance to soil and vegetation outside of work limits caused by the Contractor shall be restored or mitigated according to direction from the COR.

3.08 HVAC DIAGNOSTIC TESTING

A. The Bradshaw Office HVAC system was renovated in 2002. There are issues with the current system with failing unit, inadequate cooling or heating, failing thermostats and electrical problems. The Contractor shall conduct a diagnostic testing of the HVAC system and complete a report outlining recommendations. The Government will, based on the report, select a recommended solution. If necessary, a contract modification shall be initiated by the Government to cover the additional HVAC work.

3.09 GOVERNMENT FURNISHED MATERIALS (GFM)

A. The Contractor shall notify the COR at least 5 calendar days prior to picking up or returning Government-furnished materials. The COR and Contractor shall jointly inspect all materials prior to use. The Contractor’s liability for Government furnished materials shall start at time Contractor accepts the material at storage area and shall terminate upon completion and final acceptable of work.

B. Replacement and/or Supplemental Materials – Any defective materials discovered prior to Contractor’s acceptance of materials shall be replaced by the Government. If the quantity of GFM accepted by Contractor is insufficient to complete the specified work, supplemental materials shall be provided by the Government at no expense to the Contractor.

C. Surplus Materials – After completion and final acceptable of the work, surplus GFM shall be returned to specified storage area in same condition as originally accepted. Damaged surplus materials shall be replaced at Contractor’s expense. The Contractor’s liability for surplus material shall terminate upon unloading and storage at storage area.

D. Government-Furnished Materials (GFM) shall be limited to the following:

1. Glazed Porcelain Tiles (64 cases, Marazzi Montagna Rustic Bay 6 in. x 24 in. Glazed Porcelain Floor and Wall Tile (14.53 sq. ft. / case))

2. Reception Countertop (1 each, handcrafted wood countertop to be installed on reception counter system)

3. Security Door Lockset (1 each, AlarmLock Weather Proof Electronic Digital Lock System stand-alone with level handle)

4. Sign at reception counter.

5. Information sign on building exterior.

6. Projector screen and projector from Supervisor’s Office

7. White boards from Supervisor’s Office

3.010 ASBESTOS SURVEY AND NESHAP

A. The Contractor shall complete an asbestos survey prior to work starting. After completion of survey, an Asbestos NESHAP Notification/Permit Activity Application for Demolition Activities must be filed with Arizona Department of Environmental Quality prior to commencement of work at all sites.

B. The contractor shall provide all labor, materials, tools, equipment, services, testing, supervision and incidentals necessary to perform work of sampling and testing where applicable in accordance to Federal, State and local environmental laws and regulations laws, demolition, removal and disposal of building structures that appear to contain lead-based paint and asbestos containing material. The contractor shall show proof of certification in compliance by EPA to engage in lead-based paint and asbestos removal activities as per 40 CFR 745.225, 226 & 227. The contractor shall comply with the Federal Regulatory Agencies: U.S. Environmental Protection Agency (EPA), U.S. Housing and Urban Development Agency (HUD), U.S. Occupational Safety and Health Administration (OSHA), U.S. Department of Transportation (DOT), U.S. Department of Health and Human Services (HHS), U.S. Department of Labor (DOL). They shall also comply with local and State laws, regulation and regulatory agencies; and Arizona Department of Environmental Quality (ADEQ).

C. After asbestos survey is completed and it is determined that areas designated for selective demolition do contain hazardous materials; do not disturb and notify COR. Hazardous materials will be removed by Government by contract modification or under a separate contract.

3.011 QUALITY REQUIREMENTS

A. All work shall be performed in a workman like manner, to the quality and standard of the industry. Contractor shall be an experienced firm that has expertise in demolition work similar in material and extent to that indicated for this Project. Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. Comply with ANSI A10.6 and NFPA 241. Conduct pre-demolition conference at onsite at both locations.

B. The contractor is required to pay wages according to Davis Bacon Act labor rates.

C. Bonding is required when the contract price exceeds $25,000.

D. A permit will be required from City of Prescott for work on Bradshaw District Office and from Town of Chino Valley for work on Chino District Office in this contract.

E. Work will be inspected by a Forest Service representative.

3.012 SUBMITTALS

A. Contracting Officer/COR approval is required for all submittals.

B. Prepare and maintain submittal register, as the work progresses.

1. Column (a): Lists specification drawing sheet number in which submittal is required.

2. Column (b): Lists each submittal description

3. Columns (f) and (g) are contractor action codes:

a. NR - Not Received

b. AN - Approved as noted A - Approved

c. RR - Disapproved, Revise, and Resubmit

4. Columns (k) and (l), are COR action codes:

a. A - Approved as submitted; Completed

b. B - Approved, except as noted on drawings; Completed

c. C - Approved, except as noted on drawings; resubmission required; Resubmit

d. D - Returned by separate correspondence; Completed

e. E - Disapproved (See attached); Resubmit

f. F - Receipt acknowledged; Completed

g. G - Other (Specify); Resubmit

h. X - Receipt acknowledged, does not comply with contract requirements; Resubmit

C. Deliver one copy of submittal register updated by Contractor to Government with each invoice request. Deliver in electronic format, unless a paper copy is requested by Contracting Officer.

D. When approving authority is Contracting Officer, the Government will:

1. Note date on which submittal was received from QC Manager.

2. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

3. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

E. Upon completion of review of submittals requiring Government approval, stamp and date submittals.

F. Submittals will be returned to the Contractor with the following notations:

1. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

2. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

3. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

G. Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the FAR clause entitled CHANGES, is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

H. If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

3.013 WORK SCHEDULE

A. The contractor shall complete all work within 75 calendar days. The Government will shut down both Bradshaw and Chino Office to allow the Contractor to complete the work. Work shall not be done simultaneously at both sites. The work shall begin and end at Chino before work can be started at Bradshaw to allow for temporary relocation of employees (see Section 1.18 Part B). The work at Chino shall be completed within 30 days. The work at Bradshaw shall be completed within 45 days. Contract time may be suspended if winter weather conditions prevent work.

3.014 SPECIAL CONDITIONS

A. The successful offeror is required to be registered in the System for Acquisition Management (SAM) prior to award of this contract. To check current registration or to complete registration, go to www.sam.gov.

3.015 DRAWINGS

The following drawings are part of this contract (Exhibit 3)

G - 01 COVER SHEET

G - 02 GENERAL NOTES

C - 01 BRADSHAW DEMOLITION PLAN

C - 02 CHINO VALLEY DEMOLITION PLAN

A - 01 BRADSHAW FLOORPLAN

A - 02 CHINO VALLEY FLOORPLAN

A - 03 BRADSHAW CEILINGS

A - 04 BRADSHAW FLOORING

A - 05 CHINO VALLEY FLOORING

A - 06 BRADSHAW YARD OFFICE

A - 07 BRADSHAW FRONT ELEV.

A - 08 WALL CROSS-SECTIONS

A - 09 BRADSHAW RECEPTION

A - 10 BRADSHAW CONFERENCE

A - 11 PARTITION DETAILS

A - 12 DOOR AND WINDOW SECTIONS

A - 13 BRADSHAW FINISH SCHEDULE

A - 14 BRADSHAW FINISH SCHEDULE-2

A - 15 CHINO VALLEY FINISH SCHEDULE

E - 01 BRADSHAW LIGHTING

E - 02 CHINO VALLEY LIGHTING

E - 03 BRADSHAW LIGHTING SCHEDULE

E - 04 BRADSHAW LIGHTING SCHEDULE

E - 05 BRADSHAW LIGHTING SCHEDULE

E - 06 CHINO LIGHTING SCHEDULE

E - 07 CHINO LIGHTING SCHEDULE

L - 01 BRADSHAW LANDSCAPE-SOUTH

L - 02 BRADSHAW LANDSCAPE-NORTH

L - 03 BRADSHAW SITE DETAILS

L - 04 CHINO LANDSCAPE

3.016 MEASUREMENT AND PAYMENT

A. Measurement and payment for contract work will be made only for and under PAY ITEMS included in the SCHEDULE OF ITEMS.

3.017 POINT OF CONTACT

Ophelia Goatson-James

Prescott National Forest

344 S. Cortez Street

Prescott, AZ 86303

(928) 443-8172 (phone) ophelia.goatson-james@usda.gov (email)

Richard Polanco Prescott National Forest

344 S. Cortez Street

Prescott, AZ 86303

(928) 443-8167 (phone) richard.polanco@usda.gov COR will be determined at contract award.

3.018 DETAILED DESCRIPTION OF WORK

A. The Contractor must complete the construction in accordance with the project drawings, notes, details and finish schedules (Dwg A-104). Construction includes, but is not limited to, the framing of proposed meeting rooms and walls, installation of doors, acoustical ceiling assemblies, electrical and lighting fixtures, flooring, HVAC, fire-protection systems, direct-digital-control (DDC) systems, and painting of the work area.

1. Metal Framing Components - G: Submit framing components to show sizes, thicknesses, layout, material designations, methods of installation, and accessories. Framing components must comply with ASTM C955 and the following. See submittal requirements below. Structural and finished carpentry work shall be executed by personnel having been regularly engaged in carpentry work of the type and complexity of the work of this Contract for at least three years.

2. Steel Studs - G: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, and as follows:

a. Minimum Base-Metal Thickness: 20 gauge, 3-5/8 inches;

b. Flange Width: 1-1/4 inches.

3. Steel Track - G: Manufacturer’s standard U-shaped steel track, of web depths indicated, unpunched, with straight flanges, and as follows:

a. Minimum Base-Metal Thickness: 20 gauge, 3-5/8 inches;

b. Flange Width: 1-1/4 inches.

4. Wall Installation: Install cold-formed steel framing according to AISI S202 and to manufacturer's written instructions unless more stringent requirements are indicated. See Dwg A-08 for a typical wall-elevation detail. Cut studs square and set with firm bearing against webs of top and bottom tracks. Position studs vertically in tracks and space as indicated in design. Do not splice studs. Provide at least two studs at jambs of doors and other openings 2-feet wide or larger. Provide jack studs over openings, as necessary, to maintain indicated stud spacing. Provide tripled studs at corners, positioned to receive interior and exterior finishes. Fasten studs to top and bottom tracks by welding or screwing both flanges to the tracks.

5. Steel Doors and Frames - G: Submit manufacturer's descriptive literature for doors, frames, and accessories in accordance with the door schedule and door-types detail on Dwg A-12. Include data and details on door construction, panel (internal) reinforcement, insulation, and door edge construction. Doors must be 1-3/4-inch thick, unless otherwise indicated. Form frames to sizes and shapes indicated, with knock-down field-assembled corners. Provide steel frames for exterior door and wood frames for interior doors unless otherwise indicated. NOTE: Ensure all door jambs are properly framed and reinforced in accordance with Dwg A-11 for structural rigidity and proper door operation. All surfaces of doors and frames must be thoroughly cleaned, chemically treated and factory primed with a rust inhibiting coating.

6. Frame, Door and Hardware Installation: Set frames in accordance with Dwg A-12. Hang doors in accordance with clearances specified in Dwgs A-11 and A-12. Finished doors and frames must be strong and rigid, neat in appearance, and free from defects, waves, scratches, cuts, dents, ridges, holes, warp, and buckle. Molded members must be clean cut, straight, and true, with joints coped or mitered, well formed, and in true alignment..

7. Framing Tolerances: Framing members which will be covered by finishes such as wallboard, plaster, or ceramic tile set in a mortar setting bed, must be within the following limits:

a. Layout of walls and partitions: 1/4 inch from intended position;

b. Plates and runners: 1/4 inch in 8 feet from a straight line;

c. Studs: 1/4 inch in 8 feet out of plumb, not cumulative; and

d. Face of framing members: 1/4 inch in 8 feet from a true plane.

8. Insulation - G: Deliver materials to site in original sealed wrapping bearing manufacturer's name and brand designation, specification number, type, grade, R-value, and class. Install R-11 Insulation batting within framed walls in accordance with project details (Dwg A-11). Install and handle insulation in accordance with manufacturer's instructions. Keep material dry and free of extraneous materials.

9. Gypsum Board and Joint Compound - G: Provide gypsum board types, and joint treating materials manufactured from asbestos free materials only. Submit Safety Data Sheets and manufacturer maintenance instructions for gypsum materials including adhesives. Provide 48inch-wide, 5/8-inch-thick gypsum board with tapered edges conforming to ASTM C1396/C1396M. Provide gypsum board types, and joint treating materials manufactured from asbestos free materials only. ASTM C475/C475M. Structural and finished carpentry work shall be executed by personnel having been regularly engaged in carpentry work of the type and complexity of the work of this Contract for at least three years.

a. Installation of Gypsum Board: Apply gypsum board to framing and furring members in accordance with ASTM C840 or GA 216 and the requirements specified. Apply gypsum board with separate panels in moderate contact; do not force in place. Stagger end joints of adjoining panels. Neatly fit abutting end and edge joints. Use gypsum board of maximum practical length; select panel sizes to minimize waste. Cut out gypsum board to make neat, close, and tight joints around openings. In vertical application of gypsum board, provide panels in lengths required to reach full height of vertical surfaces in one continuous piece. Lay out panels to minimize waste; reuse cutoffs whenever feasible. Treat edges of cutouts for plumbing pipes, screw heads, and joints with water-resistant compound as recommended by the gypsum board manufacturer.

b. Finishing of Gypsum Board: Tape and finish gypsum board in accordance with ASTM C840, GA 214 and GA 216. Provide joint, fastener depression, and corner treatment. Tool joints as smoothly as possible to minimize sanding and dust. Do not use self-adhering fiber glass mesh tape with conventional drying type joint compounds; use setting or hardening type compounds only. Protect workers, building occupants, and HVAC systems from gypsum dust.

10. Paint - G: The Contractor must furnish painting materials in accordance with the Finish List on Dwg A-13-15 and submit product data for all painting materials. The current Master Painters Institute (MPI), "Approved Product List," which lists paint by brand, label, product name and product code as of the date of contract award, maybe used to determine compliance with the submittal requirements of this specification. The Contractor may choose to use a subsequent MPI "Approved Product List," however, only one list may be used for the entire contract and each coating system is to be from a single manufacturer. All coats on a particular substrate must be from a single manufacturer. No variation from the MPI Approved Products List is acceptable. Painting practices must comply with applicable federal, state and local laws enacted to insure compliance with Federal Clean Air Standards. Paints must be in sealed containers that legibly show the contract specification number, designation name, formula or specification number, batch number, color, quantity, date of manufacture, manufacturer's formulation number, manufacturer's directions including any warnings and special precautions, and name and address of manufacturer. Pigmented paints must be furnished in containers not larger than 5 gallons. Painting work shall be executed by personnel having been regularly engaged in the preparation and application of paints and other architectural coatings of the type and complexity of the existing system for at least three years.

a. Painting Application: All areas, materials, and surfaces must be painted in accordance with the project finish schedule. All paint colors must be verified prior to application. Apply paints, primers, varnishes, enamels, undercoats, and other coatings to a minimum dry film thickness (DFT) of 1.5 mil each coat unless otherwise specified. All existing surfaces to receive two (2) coats of paint. All new work to receive three (3) coats of paint. Paints and thinners must be stored in accordance with the manufacturer's written directions, and as a minimum, stored off the ground, under cover, with sufficient ventilation to prevent the buildup of flammable vapors, and at temperatures between 40 to 95 degrees F. Do not store paint, polyurethane, varnish, or wood stain products with materials that have a high capacity to adsorb VOC emissions. Do not store paint, polyurethane, varnish, or wood stain products in occupied spaces. Unless otherwise specified or recommended by the paint manufacturer, paint may be applied by brush, roller, or spray. Use trigger operated spray nozzles for water hoses. Rollers for applying paints and enamels must be of a type designed for the coating to be applied and the surface to be coated. NOTE: The Contractor must not use Forest Service facilities (restrooms, kitchens, utility sinks, etc.) to clean rollers, brushes or painting tools. Remove any wall anchors, screws, pins, nails, etc., fill in, and patch all holes prior to painting.

11. Flooring (Tiles GFM, all other Contractor furnished): Install GFM provided floor coverings (tile), linoleum and carpet tile as detailed in the project drawings. Contractor must furnish all miscellaneous materials, including cove base molding, required for flooring installation. Store all materials in original protective packaging in a safe, dry, and clean location. Store panels at temperatures between 40 and 90 degrees F, and between 20 and 70 percent humidity. Replace defective or damaged materials. Flooring work shall be executed by personnel having been regularly engaged in the preparation and installation of floor covering components and materials of the type and complexity of the existing system for at least three years.

a. Flooring Substrate Preparation: After demolition, repair and patch existing subflooring surface to ensure new flooring is sound, firm, and level. The Contractor must use leveling and patching compounds provided by or recommended by the flooring manufacturer. Broom and vacuum clean substrates to be covered immediately before installing carpet. After cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Proceed with installation only after unsatisfactory conditions have been corrected.

b. Flooring Adhesive - G: Adhesives and concrete primers must comply with applicable regulations regarding toxic and hazardous materials. Use wet adhesive with a maximum VOC content of 50 grams/liter. Provide water resistant, mildew resistant, nonflammable, and nonstaining adhesives and concrete primers for carpet installation to meet local air quality standards, and as required by the carpet manufacturer. Provide release adhesive for modular tile carpet as recommended by the carpet manufacturer. Provide adhesives flashpoint of minimum 140 degrees F in accordance with ASTM D3278.

c. Flooring Molding - G: (Cove Base) The Contractor must furnish flooring molding and submit product data for all floor molding materials. Install in accordance with the drawings where floor covering material changes or a floor covering edge abuts a vertical surface. Provide a heavy-duty vinyl molding designed for the type of carpet being installed.

12. Electrical: Furnish and install materials and electrical fixtures in accordance with the project drawings, and notes. Electrical work is detailed on Dwgs A-09, A-10, E-1, E-2, E-3, E-4, E-5, E-6, E-7. Electrical work shall be executed by personnel having been regularly engaged in the installation of electrical components and systems of the type and complexity of the existing system for at least three years.

a. Material and Devices – G: Submit material, equipment, and fixture lists for the following items showing manufacturer's style or catalog numbers, specification and drawing reference numbers, warranty information, and fabrication site. Materials and equipment to be provided must be the standard cataloged products of manufacturers regularly engaged in the manufacture of the products.

i. Electrical Metallic Tubing (EMT) must be in accordance with UL 797 and be zinc coated steel. Couplings and connectors must be zinc-coated, rain-tight, gland compression with insulation throat. Crimp, spring, or setscrew type fittings are not acceptable.

ii. Flexible Metallic Conduit must comply with UL 1 and be Aluminum. Fittings for flexible metallic conduit must be specifically designed for such conduit.

iii. Intermediate Metal Conduit must comply with UL 1242 and be galvanized.

iv. Toggle switches must comply with EIA 480, control incandescent, mercury, and fluorescent lighting fixtures and be of the heavy duty, general purpose, noninterchangeable flush-type. Toggle switches must be commercial grade toggle type, single -pole, three-way two-position devices rated 20 amperes at 277 volts, 60 hertz alternating current (ac) only.

v. Receptacles must be commercial grade, 20A, 125 VAC, 2-pole, 3-wire duplex conforming to NEMA WD 6, NEMA 5-20R.

vi. Outlet boxes for use with conduit systems must be in accordance with ANSI/NEMA FB 1 and ANSI/NEMA OS 1 and be not less than 1-1/2 inches deep. Furnish all pull and junction boxes with screw-fastened covers.

vii. Junction Boxes: Volume greater than 100 cubic inches, UL 50, hot-dip, zinc-coated, if sheet steel.

viii. Wire size: Minimum wire size must be No. 12-American-Wire-Gauge (AWG) for power and lighting circuits; No. 10 AWG for current transformer secondary circuits; No. 14 AWG for potential transformer, relaying, and control circuits; No. 16 AWG for annunciator circuits; and, No. 19 AWG for alarm circuits.

ix. Lighting Fixtures: The Contractor must furnish all fixtures shown on Dwg E-01, E-02, E-03, E-04, E-05, E-06, and E -07. Contractor shall also furnish all materials to complete the installation of the lighting fixtures. Set lighting fixtures plumb, square, and level with ceiling and walls, in alignment with adjacent lighting fixtures, and secure in accordance with manufacturers' directions in conformance with the requirements of NFPA 70. Independently support fixtures from the building structure by a minimum of four wires or straps per fixture and located near each corner of each fixture. Ceiling grid clips are not allowed as an alternative to independently supported light fixtures.

b. System Shutdown: Work requiring shutdown or temporary disruption of electrical systems must be coordinated with the NSWCPD TPOC. Coordinate the work to minimize the duration of any electrical system shutdowns or disruption.

B. Moving Services – As part of the renovation process, there will be planned temporary relocation of employees to other offices to allow Contractor to complete the necessary work at both the Bradshaw and Chino offices. Contractor shall provide moving services to relocate boxes and furniture from existing office locations into temporary storage during the demolition and construction work. No employees will remain in the offices during demolition or construction work. When construction work is complete, the contractor shall move all boxes and furniture back into offices. Employees are responsible for packing all boxes and labeling boxes and furniture. Employees are responsible for necessary files, and computers to temporary work locations.

1. Contractor shall coordinate moving schedule with work schedule as indicated in Section 1.13.

2. As shown on the drawings, each room at each office will be given a unique identifier for the employee and Contractor to use to identify where furniture and articles should be transported for final location.

3. Boxes and furniture located at the Supervisor’s Office shall be relocated to Chino Valley Ranger Station and Bradshaw Ranger Station once construction has finished at each of these buildings. The Supervisor’s Office is located at: 2971 Willow Creek Road, Building 4, Prescott AZ 86301. Employees are required to identify all pieces of furniture to be relocated to Chino and Bradshaw by the time of the pre-bid tour.

3.019 ADDITIVE ITEMS

A. BRADSHAW ASBESTOS MITIGATION (IF REQUIRED)

1. After asbestos survey is completed and it is determined that areas designated for selective demolition do contain hazardous materials; do not disturb and notify COR. Hazardous materials will be removed by Government by contract modification or under a separate contract.

B. REPLACE HVAC SYSTEM – BRADSHAW RD

1. Replace HVAC system in accordance with Exhibit 4 and specifications outlined herein. Install two bollards for each of the units being replaced on the parking lot, set in concrete and pained safety yellow, 5-foot tall, concrete encased.

2. Heating, Ventilating, and Air Conditioning (HVAC): HVAC work shall be executed by personnel having been regularly engaged in the installation of heating, ventilation, and air conditioning components, equipment, and systems of the type and complexity of the existing system for at least three years.

a. Additional Information - See additional requirements for Direct Digital Control (DDC) Systems in Section 1.18 Part A 12.c. below.

b. Materials and Equipment – FIO: Submit all manufacturer material and equipment data sheets for new items furnished for project use. Except for the fabricated duct, plenums and casings in the project drawings, provide components and equipment that are standard products of manufacturers regularly engaged in the manufacturing of products that are of a similar material, design and workmanship. Standard products must have been in satisfactory commercial or industrial use for 2 years prior to bid opening. The 2-year use must include applications of equipment and materials under similar circumstances and of similar size. The product must have been for sale on the commercial market through advertisements, manufacturers' catalogs, or brochures during the 2-year period. This requirement applies to all equipment, including diffusers, registers, fire dampers, and balancing dampers. Furnish ductwork, fittings, and accessories as required to provide a complete installation.

c. Direct Digital Control Systems (DDC) Installer - G: This paragraph specifies that all contract requirements of Dwgs HDDC-102 and HDDC-103 must be accomplished directly by a first-tier subcontractor. No work required must be accomplished by a second-tier subcontractor. The installer must meet the following requirements:

i. Installer must have an established working relationship with the Control System Manufacturer as a factory authorized dealer for a minimum of 3 years.

ii. Installer must have successfully completed Control System Manufacturer's control system training. Upon request, Installer must present record of completed training including course outlines.

iii. Installer must have demonstrated knowledge of Automated Logic Control (ALC) hardware and software products, along with proof of training certification in ALC products for all engineers and technicians working on the project.

d. System Shutdown: Work requiring shutdown or temporary disruption of HVAC systems must be coordinated with the COR. Coordinate the work of the different trades to avoid interference between piping, equipment, structural, and electrical work. Provide complete, in place, all necessary offsets in piping and ductwork, and all fittings, and other components, required to install the work as indicated and specified in project drawings. Coordinate the work to minimize the duration of any HVAC-system shutdowns or disruptions.

C. NEW HVAC IN COMM ROOM – BRADSHAW RD

1. Replace HVAC system in telecommunications room in accordance with Exhibit 4 and specifications outlined above under Section C REPLACE HVAC SYSTEM – BRADSHAW RD.

D. REPLACE HVAC SYSTEM – CHINO VALLEY RD

1. Replace HVAC system in accordance with Exhibit 5 and specifications outlined above under Section C REPLACE HVAC SYSTEM – BRADSHAW RD.

E. REPLACE CONCRETE – BRADSHAW RD

1. Replace additional concrete apron as described on Sheet L-01, L-02, and L-03, Exhibit 3.

F. CONCRETE STAMP AND SEALER – BRADSHAW RD

1. Concrete stamp and seal, per sheets on Sheet L-01, L-02, and L-03, Exhibit 3.

G. REPLACE ADMIN SITE SIGN – CHINO VALLEY RD

1. Remove and dispose existing portal signs, sign base, and foundation entirely. Construct and install new sign base and signs per Exhibit 6.

H. REPLACE FLAG POLE – CHINO VALLEY RD

1. Remove existing flagpole and replace with ESR20B41-02, or approved equal, with Ground Sleeve Installation and top ornament, per Exhibit 7. Government will provide final staked location.

I. FURNISH AND INSTALL WALLPAPER MURALS

1. Government will provide high resolution photography for the wall murals. Install on walls where indicated on the drawings.

J. REPLACE EXISTING CAT CABLING – BRADSHAW RD

1. Remove existing CAT cabling from the communication room to all existing rooms at the Bradshaw Ranger District, per Exhibit 8.

K. REPLACE BLINDS – BRADSHAW RD

1. Remove existing window covers, blinds, mounting hardware, etc. and replace with Premium 1-inch Faux Wood Blinds, Pecan, or approved equal, at the Bradshaw Ranger District, with dimensions and quantities per Exhibit 9. Patch holes from previous window coverings as required.

Prescott National Forest, Bradshaw and Chino Valley Ranger Districts