RFQ 1240LN25Q0014 Precast Concrete Vault Toilet.pdf

West Fork Campground Precast Vault Toilet Madison Ranger District

Beaverhead-Deerlodge NF Solicitation Number: 1240LN25Q0008

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Beaverhead-Deerlodge National Forest Solicitation Issue Date: 04 SEP 2025

This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; offers are being requested and a written solicitation will not be issued.

Method of solicitation: Request for Quotation (RFQ).

The solicitation document and incorporated provisions and clauses are those in effect through Federal Acquisition Circular FAC 2025-05.

Responsible sources may submit a quotation which, if timely received, shall be considered by this agency.

North American Industry Classification (NAICS): 332311 - Other Concrete Product Manufacturing: Size Standard is 750 Employees.

Set Aside: 100% small business set-aside.

General Information: The intent of this solicitation is to obtain quotes for one precast vault toilet and delivery. See below for complete project description.

Provide Quote By: 11:00 AM, Mountain Standard Time on 11 SEP 2025. To: E-mail:

shawn.harwood@usda.gov

Offerors must have an active entity registration in the System for Award Management prior to award. www.sam.gov

Vendor shall also be registered in the Invoice Processing Platform, www.ipp.gov to submit invoice after acceptance of delivery.

Questions: Deadline for questions is 09 SEP 2025 at 3:00 PM, Mountain Time. For solicitation questions email Shawn Harwood at shawn.harwood@usda.gov.

Documents To Return:

This document with all areas highlighted in yellow completed by quoter.

• Pages 2 & 33-38

• Specifications for item(s) quoted.

• Acknowledge Amendments (per the instructions in Block 11 on the SF-30) if applicable.

mailto:shawn.harwood@usda.gov http://www.sam.gov/ http://www.ipp.gov/ mailto:shawn.harwood@usda.gov

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SECTION B – CONTINUATION OF SF-1449

Schedule of Items/Price Schedule

Project Description: West Fork Campground Precast Vault Toilet

Vendor Name: Vendor UEI:

Vendor Email: Vendor Phone:

GSA Contract # (if applicable)

Quote Item

Description Method of Measurement

Unit Est.

Qty

Total Price

1 West Fork Campground Precast Vault Toilet

LS EA 1 $

Quote must include all costs associated with delivery.

Schedule Notes: PLEASE READ THE DESCRIPTION OF REQUIREMENT CAREFULLY.

SECTION C—DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C-1 - PROJECT DESCRIPTION AND LOCATION

(a) Scope of Contract. The work of this contract consists of prefabrication, on-site delivery, off loading, and placement of one-unit precast concrete vault toilet at a prepared site.

(b) Project Location.

a. West Fork Campground:

i. The proposed installation site is at the West Fork Campground, located between the West Fork Madison Road and the Sundance Bench Road, approximately 35 miles south of Ennis, MT. Latitude 44.887142, longitude -111.582611.

(c) Information. Parties with questions may contact Jake Stewart, 406-641-2352.

(d) Pre-Bid Tour. There will be no pre-bid tour of the site. Interested parties may arrange a site visit by calling Jake Stewart, 406-641-2352.

(e) Period of Performance. Delivery will be between August 1 – August 31, 2026.

(f) Work Schedule . Working hours for the Contractor will be between the hours of 8:00 a.m.

and 5:00 p.m., excluding Saturdays, Sundays and Federal Holidays.

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C-2 GENERAL SPECIFICATIONS

(a) Contractors Responsibilities. The Contractor shall comply with all applicable laws, ordinances, safety codes, regulations, orders and decrees. The Contractor shall be responsible for all damages to persons or property that occur as a result of the actions of the Contractor, all subcontractors, and all employees or agents of the Contractor or subcontractors.

(b) Protection of Government Property. The Contractor shall take all necessary precautions to prevent damage to government property. All damage shall be repaired at the Contractor’s expense.

(c) Cleanup. Maintain the project work area in a clean and orderly condition throughout the progress of work under this contract. Upon completing the work, the Contractor shall remove from the work and premises any rubbish, tools, equipment, and materials that are not the property of the Forest Service. Upon completing the work, the Contractor shall leave the work area in a clean, neat, and orderly condition satisfactory to the COR.

(d) Materials and Workmanship. All materials and workmanship shall meet all applicable Federal, State, and local regulations and codes.

(e) Permits and Inspections. The contractor will obtain all necessary permits, arrange and coordinate all needed inspections, and pay for all necessary permits and inspections.

C-3 PROJECT SPECIFICATIONS

The following specifications are a part of this solicitation and any resultant contract and are attached. 13120 Precast Vault Toilet

SECTION 13120 - PRECAST VAULT TOILET

PART 1 – GENERAL

DESCRIPTION

The work of this contract consists of prefabrication, on-site delivery, offloading and placement of one-unit precast concrete vault toilet at a prepared site.

To avoid the high-water table on site, the contractor will deliver the Precast Concrete Toilet between August 1st and August 31st, 2026. The Precast Concrete Toilet will be ready to ship no later than August 1st. On August 1st or before, the COR will communicate with the contractor and coordinate the exact date of delivery.

This section includes specifications for the construction of precast concrete vault toilet buildings.

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DESIGN REQUIREMENTS

Vault Toilet Design The units shall conform to the design criteria for vault toilets as described by the U.S.D.A. Forest Service in their publication, “In Depth Design and Maintenance Manual for Vault Toilets” (July 1991 – Publication No. 9123 1601), by the San Dimas Technology and Development Center, 444 East Bonita Avenue, San Dimas, California 91773. Contractors may request an electronic copy of the publication by contacting the CO.

Structural Live Loads – Buildings shall be designed to meet the following load requirements in accordance with the International Building Code (IBC).

Snow Load – 250 psf Wind Load – 120 mph (fastest mile) or 140 mph (3-second gust), Exposure C Earthquake – Maximum considered ground motion shall be 175 (0.2 second spectral response acceleration) and 125 (1.0 second spectral response acceleration), Site Class D. Design requirements associated with Uniform Building Code (UBC) Zone 4 are acceptable.

Floor – 250 psf

Other Loads Vault(s) shall be designed to support the building, screen area and structural loadings evenly.

The contractor is responsible for adding reinforcement as needed to facilitate handling, assembling building components and transporting without incurring structural damage or cracking of the building components.

Accessibility Prefabricated vault toilet buildings shall conform to the requirements of the “Uniform Federal Accessibility Standards” (UFAS) and the “Americans with Disabilities Act Accessibility Guidelines” (ADAAG).

Buildings shall have full 60-inch turning diameter in each interior and entry area.

Standard Design Options:

Roof Texture – Simulated wood shake.

Wall Exterior Texture – Simulated barn wood.

Screen Options – Full screen Door size: 3’-0” x 6’-8”.

Door Orientation – Right-hand entry or left-hand entry Signs – Men, Women, Unisex and Accessible Symbols Vault size: 1,000 gallons nominal capacity.

Vault access cover – Locking cover with watertight gasket seal.

Vault Vent Pipe Screen – Optional bird screen to be installed on top of vault vent pipes with approximately 0.50” by 1.0” opening size.

Tolerances Precast concrete panels shall be cast within ¼” of dimensions shown on shop drawings.

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QUALITY ASSURANCE

Reference Standards ASTM C33 – Concrete Aggregates ASTM C39 – Method of Test for Compressive Strength of Cylindrical Concrete

Specimens ASTM C143 – Method of Test for Slump of Concrete ASTM C150 – Standard Specification for Portland Cement ASTM C192 – Method of Making and Curing Test Specimens in the Laboratory ASTM C 595 Standard Specification for Blended Hydraulic Cements ASTM C 618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural

Pozzolan for Use in Concrete ASTM 1211.1 – Recommended Practice for Selecting Proportions for Normal and

Heavyweight Concrete.

PCI MNL 116 – Quality Control for Plants and Production of Precast Prestressed

Concrete Products AISC - Specification for the Design, Fabrication and Erection of Structural Steel

Buildings AWS D1.1 – Structural Welding Code

Minimum Contractor Requirements Precast concrete manufacturing plant shall be Precast/Prestressed Concrete Institute (PCI) certified.

Welders shall be currently qualified according to AWS D1.1.

Testing The Contractor shall be responsible for all sampling and concrete testing.

Sampling and testing shall be conducted by an independent testing laboratory, unless otherwise approved by the Contracting Officer.

All testing shall be performed by qualified individuals who have been certified ACI Technician Grade 1.

Sampling shall be in accordance with ASTM C172.

The following test shall be performed for first batch poured each day.

Slump, ASTM C143 Air content, ASTM C231 Compressive strength, ASTM C39

1 cylinder at 7 days 1 cylinder at 28 days

Contractor shall provide copies of test results to the Contracting Officer upon request.

Water Tightness Test Contractor shall certify that the vault liner was tested at the plant and is watertight.

The vault must be filled with potable water and allowed to sit for 48 hours. If leakage is observed or measured the vault liner shall be repaired or replaced and retested.

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At Contractor option the vault liner may be tested at the site after placement of the vault but prior to backfilling.

The Ordering Unit Contracting Officer may require the Contractor to conduct additional tests at the site if the water tightness of the vault is in question.

All costs to conduct onsite water tightness tests, or to repair or replace a leaking vault will be the responsibility of the Contractor.

SUBMITTALS

After award of contract and before starting work, the Contractor shall provide written certification that all materials incorporated into the work complies with this section and the Toilet Building will meet the design specified in this section.

Submit construction documents including floor plans and elevations, dimensions, identification and location of all parts and accessories.

Building installation manual.

DELIVERY AND HANDLING

OFFLOADING AND ASSEMBLY

The Contractor is responsible for unloading and assembling all components of the precast concrete vault toilet.

The Contractor shall notify the Ordering Unit Contracting Officer 10 days prior to the anticipated delivery date and 2 days (48 hours) prior to the exact date of delivery.

Deliveries shall only be made between the hours of 8:00 a.m. and 4:30 p.m. (local time), Monday through Friday, unless otherwise approved by the Ordering Unit Contracting Officer.

CLOSEOUT SUBMITTALS

Operation and Maintenance Manual Provide three copies of the operation and maintenance manual to the Ordering Unit Contracting Officer at the time of delivery.

Operation and Maintenance Manual should include, but not limited to, start-up procedures;

recommended types of cleaners and cleaning tools that should be used; instructions on when and how to pump the vault; plus any additional information needed to ensure a properly functioning and odor free toilet.

WARRANTY

Special Warranty on Building and Accessories: Written warranty, signed by Contractor agreeing to repair or replace building and/or accessories that fail or are damaged within the specified warranty period as a result of normal use and/or typical weather conditions. Items in this item include precast concrete building in its entirety, and all caulking, sealant, grout, adhesive, mortar, primer, paint, penetrating stain, concrete sealer, windows, wall vents, vault toilet risers, grab

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Special Warranty on Water Tightness of Vault Liner: Written warranty, signed by Contractor agreeing to repair or replace vault liners or entire vaults that fail to remain watertight within the specified warranty period.

Warranty Period: 7 years from date of Acceptance

PART 2 – PRODUCTS

PRECAST CONCRETE FORMWORK

Forms shall be constructed of plywood, lumber, or steel sheets or plates free of defects, which could cause blemishes. Forms must be removable without injuring the concrete and must be constructed to maintain tolerances between mating surfaces of buildings components.

Form liners shall be used to provide the desired exterior appearance.

Form coating shall be non-staining type that will not leave residual matter on surface of concrete or adversely affect proper bonding of subsequent coatings, caulking, grout, or adhesive applied to concrete surfaces.

Use form release agent or coating as recommended by manufacturer of the form liner.

Coatings containing mineral oils or other nondrying ingredients are not permitted.

CONCRETE REINFORCEMENT

Reinforcing steel shall meet the requirements of ASTM A615, grade 60.

Welded wire fabric shall meet the requirements of ASTM A185.

CONCRETE MIX REQUIREMENTS

Concrete shall be supplied by a ready-mix or precast concrete products firm regularly engaged in the business.

Concrete shall meet the following requirements:

Aggregate size shall be Course No. 67 or fine aggregate (see Table 2, ASTM C33, or

Table 1, ASTM C33) as approved by Contracting Officer.

Minimum cement content: 6.5 sacks per cubic yard.

Cement type: ASTM C150 Type II, IIA, III, V (sulfate resistant) or ASTM C-595

Type IP (sulfate resistant) for building and vault.

Maximum water-cement ratio: 0.45.

Slump: 3 to 5 inches by ASTM C143.

Air content: 4.0 to 7.0 percent by ASTM C231.

Minimum concrete strength: 4,500 psi at 28 days.

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Water shall be potable.

Admixtures:

Air-entrainment, ASTM C260.

Water reducing agent, ASTM C494, Type A.

Use of other admixtures is subject to approval by the Contracting Officer.

COLORED CONCRETE

The following components shall be precast with integrally colored concrete:

Toilet building roof panels Toilet building wall and screen panels

Color additive shall conform to ASTM C979.

The same brand and type of color additive shall be used throughout the manufacturing process.

All ingredients shall be weighed and be mixed adequately to ensure uniform dispersion of the color.

Color additive shall be the color specified on the delivery order.

Color additive shall be as provided by Davis Colors 800-356-4848, or approved equal.

Recommended colors include:

“Dune”, “Mocha” or “Rustic Brown” - Davis Color No. 6058.

“Pebble”, “Sequoia Sand”, “Yosemite Brown”, or “Flagstone Brown” – Davis

Color No. 641.

“Adobe” – Davis Color No. 61078.

“Silversmoke”, “Light Gray” or “Dark Gray” – Davis Color No. 8084

CONCRETE PANEL THICKNESS

Minimum thickness of concrete panels shall be as indicated.

Vault wall - 4” Floor and porch slabs - 5” if reinforcement steel is prestressed or post tensioned or 6” without prestressed or post tensioning reinforcement.

Vertical walls and screens - 4” for uniform panels or as shown below for tapered panels.

Top/ Mid-Height Bottom

3 inches/ 4 inches 5 inches 3 1/2 inches/ 4 inches 4 1/2 inches

Roof slab – 5”

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CONCRETE CURING COMPOUND

Curing compound shall be colorless, complying with ASTM C-309, type I or I-D.

STRUCTURAL STEEL

Steel angles and plate connectors, ASTM A36 Filler metals for welding: ASTM A233, E70XX Series welding electrodes.

CAULKING, SEALANT, GROUT, ADHESIVE AND MORTAR

Caulking and sealant shall remain flexible and non-sag at temperatures from - 50° to + 140° Fahrenheit.

Exterior joints at roof ridge, roof/wall connection, and wall panel joints: 100% silicone caulk, clear or colored to match concrete, GE Silicone II, 800-626-2000, or approved equal.

Interior joints: Paintable Latex Caulk, GE Speedpaint 35-Year Siliconized Acrylic Latex caulk, 800-626-2000, or approved equal.

Grout shall be non-shrink type and shall match color of surrounding concrete as nearly as possible.

Epoxy concrete adhesive shall be two component, rigid, non-sag gel adhesive for bonding to dry or damp surfaces, moisture insensitive. Color to match surrounding concrete as nearly as possible.

Portland cement mortar shall consist of one part Portland cement, three parts sand, and enough water to make a workable mixture. Bonding agent may be added to mixture in lieu of separate application of adhesive to panel.

CONCRETE PAINT AND PIGMENTED SEALER

Paint, pigmented sealer, and accessory materials shall conform to Federal Specifications or be similar “top-of-the-line” products of the manufacturers listed below. The Government reserves the right to reject “top-of-the-line” products, which in its opinion are not comparable to the Federal Specification requirements.

Products used shall not contain more than 0.06 percent (six hundredths of one percent) by weight of lead.

Exterior concrete surfaces Walls and roof

Water-based, acrylic, penetrating pigmented sealer with water repellent properties, same color as the walls or roof, followed by a clear acrylic anti-graffiti sealer.

Canyon Tone Stain “W” as manufactured by United Coatings, 800-541-

4383, or approved equal.

Concrete porch slab

Clear acrylic sealer.

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Interior concrete surfaces Walls and ceiling

One or two-part water based epoxy paint as manufactured by Sherwin-Williams Company, 800-321-8194, or approved equal.

Primer/block filler as recommended by paint manufacturer and as approved.

Water based, acrylic, penetrating pigmented sealer with water repellent properties, color white, followed by a clear acrylic sealer.

Canyon Tone Stain “W” as manufactured by United Coatings, 800-541-

4383, or approved equal.

Concrete floor slab

One or two-part, water based epoxy paint with a silica sand suspension to provide a non-slip uniform texture, as manufactured by Sherwin-Williams Company, 800-321-8194, or approved equal.

Primer/block filler as recommended by paint manufacturer and as approved.

Metal surfaces Metalastic DTM acrylic modified enamel paint, semi-gloss, as manufactured by

Sherwin-Williams Company, 800-321-8194, or approved equal.

Primer as recommended by paint manufacturer and as approved.

Paint colors shall be as follows:

Concrete walls and ceiling, inside building: White.

Concrete floor and cove, inside building: Gray.

Metal window and doorframes, louvered vents, and doors, interior and exterior: Dark

Brown.

Metal vault access lids and frames, exterior: Dark Brown.

Metal bar-type toilet paper dispenser (unless stainless steel): White.

Items under this section shall be included in the extended warranty for the building as described in Part 1.

CONCRETE EXTERIOR SURFACE SEALER

Weatherproofing sealer Clear, water based penetrating sealer with water repellent and graffiti resistant properties.

Acrysheen as manufactured by United Coatings, 800-541-4383, or approved equal.

WINDOWS

The window area for each room in the toilet building (except the chase) shall provide natural lighting and shall be at least 10 percent of the floor area.

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Window glazing shall be ¼ inch thick pebble finish (or clear sandblasted on both sides) colorless LEXAN polycarbonate. Window frame and glazing shall be removable from the interior.

WALL VENTS

Frames shall be C3 x 4.1 channel steel.

Louver shall be inverted split Y, non-vision, and 18 gauge-galvanized steel with factory prime coat, FDLS series, as manufactured by Anemostat Door Products, 310-835-7500, or approved equal.

Each vent shall have an exterior insect screen on or attached to the louver.

VAULT TOILET RISER

Toilet riser shall be constructed of seamless cross-linked polyethylene, complete with molded plastic heavy-duty open-front seat and cover assembly, designed to fit hole in floor slab. Color: White or off-White. Top of toilet seat must be 18” above the floor, ± ½”.

Heavy duty seat and cover assembly as manufactured by Romtec, Inc., 18240 N. Bank Road, Roseburg, Ore. 97470, 541-496-3541, or approved equal.

GRAB BARS

Stainless steel tubing, 1-1/2 inch outside diameter mounted 1-1/2 inches from wall, 18 gauge, type 304 Stainless steel concealed screw-mounting flanges, Bobrick series B-6806, 888-610-8889, or approved equal.

TOILET PAPER DISPENSER

Bar-type toilet paper dispenser shall be constructed of stainless steel with satin finish or steel with glossy white enamel finish with neoprene sleeve, designed to hold three standard rolls of toilet paper. Holder shall not prevent the free turning of the paper rolls. The dispenser shall be manufactured by Romtec Inc., 18240 N. Bank Road, Roseburg, Oregon 97470, 541- 496-3541 or approved equal.

STEEL DOORS

Doors Flush panel type, 1-3/4-inch thick, minimum 16 gauge prime-coated steel reinforced-core door, with minimum 20 gauge internal stiffeners and fiberglass insulation, 747 Series, as manufactured by Curries Company, 800-377-3948, or approved equal.

Door Frames Door frames, shall be knock-down or welded type, single rabbet, minimum 16 gauge galvanized prime-coated steel. Width to suit wall thickness, as manufactured by Curries Company, 800-377-3948, or approved equal.

Provide three rubber door silencers on latch side of frame.

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Door Frame Anchors Provide three anchors per jamb located approximately at same level as hinge locations.

Use anchor type suitable for fastening to precast concrete and designed for future removal of frame.

Anchors may be omitted if frame is cast in panel.

Door Hinges Door hinges shall be 3 per door, 4-1/2” x 4-1/2”, U.S. 26D finish (dull chrome) with adjustable tension (adjusted to a 5 lb maximum pull) and automatic closing as manufactured by the Stanley Company, 800-337-4393, or approved equal.

Lockset ANSI A156.2 Series 4000, Grade 1 cylindrical lockset for exterior door.

Lever handle inside and outside.

Either handle operates latch unless outside handle is locked by push-button inside.

Push-button automatically releases when inside lever handle is turned or door is closed.

Emergency slot on exterior so door can be unlocked from outside with a coin, screwdriver, etc.

Inside lever handle always active.

U.S. 26D finish (dull chrome).

Model No. 5402LN as manufactured by Yale Security Group, 800-438-1951, or approved equal.

Door Louver (if provided) Louver shall be fixed, inverted split Y, non-vision, and 18 gauge-galvanized steel with factory prime coat, FDLS series, as manufactured by Anemostat Door Products, 310-835-7500, or approved equal.

Door louvers will not be acceptable on any models with exterior screen walls or models with other types of obstructions that will prevent proper venting of the toilet facility.

Vent shall have an exterior insect screen on or attached to the louver.

Door sweep shall be provided at bottom of door and shall be an adjustable brush type.

Door Stop Door stop shall have a cast metal base, U.S. 26D finish, with convex gray rubber 2

3/8” diameter bumper with a 1” projection, suitable for installation on concrete.

DOUBLE COAT HOOK

Stainless steel formed construction with a satin finish and nail in anchor. Upper hook shall extend at least 2/1/2 inches from wall. Lower hook shall extend at least 1 ¼ inches from wall. Mounting height above floor to centerline of coat hook shall be a maximum of 48 inches. Both hooks shall be curved or angled to hold items securely.

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VAULT CLEANOUT COVER

Plate for vault cleanout cover lid shall be ¼ inch thick diamond plate steel. Cleanout coverlid shall be hinged and configured so that it can be locked with a padlock and held in the open position when cleaning the vault. The vault cleanout shall have a steel angle frame cast into the concrete and the entire assembly slightly raised to allow water to drain away from the opening. The hatch and frame shall be primed and painted on the interior and exterior.

A neoprene sheet (full width x length) shall be adhered to the entire bottom surface of cover lid to provide an airtight seal.

Provide gasket between frame and cover for water tight seal.

SIGNS (SYMBOLS)

With each order, the Contractor shall be notified as to the number of toilet signs MEN’S, WOMEN’S, OR UNISEX. The required signs shall be mounted on the exterior wall of the toilet building adjacent to the latch side of the door.

Handicapped accessibility signs, unisex signs, Men’s and Women’s signs shall be ADA compliant and shall conform to the following:

Signs shall be fabricated out of fiberglass and shall be suitable for exterior mounting.

International symbols and text shall be raised 1/32 of an inch. Lettering shall be typestyle Standard Medium and a minimum of 5/8” high.

Grade 2 Braille shall be shown below text.

All signs shall be white text and symbols on brown background.

Signs shall be BEST Standard Word & Picture signs as manufactured by BEST Sign Systems, 800-235-2378, or approved equal.

An interior sign reading “PLEASE DO NOT PUT TRASH IN TOILETS. IT IS EXTREMELY DIFFICULT TO REMOVE – Thank you” shall be installed above the each toilet riser.

SIGN HARDWARE

Sign fastening hardware shall be tamper-proof stainless steel or galvanized steel.

VAULT VENT PIPE

Vault vent pipe shall be polyethylene (PE) plastic pipe, 12” nominal size, 12.75” outside diameter, minimum 0.392” wall thickness, 32.5 standard dimensional ratio (SDR), PE 3408 high density, black color, UV stabilized, Driscopipe 1000 as manufactured by CP Chem Performance Pipe, 800-527-0662, or approved equal.

Optional bird screen to be installed on top of vault vent pipe with approximately 0.50” by 1.0” opening size

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VAULT LINER

One-piece, seamless liner, suitable for wastewater applications.

Acrylonitrile/butadiene/styrene copolymers (ABS), 752 virgin plastic, initial sheet thickness 0.375”, and final stamped thickness a minimum 0.25”.

Low Density Polyethylene (LDPE), minimum uniform thickness of 0.25”.

Other materials for vault liners may be submitted to the Contracting Officer for approval.

Liners shall be attached to the concrete walls and the bottom of the vault. Penetration through the liner to attach to the concrete walls will not be permitted.

Vault liners shall be provided with an extended warranty as described in Part 1.

PART 3 – EXECUTION

CONCRETE FORMWORK

Support and brace forms sufficiently to prevent distortion of forms due to pressure of the concrete during concrete placement, vibrating of concrete, and curing.

Vertical grooves in form liner pattern shall be continuous except for openings for doors, windows, and vents.

Horizontal butt joints between form liner panels will not be allowed.

Vertical butt joints between form liner panels shall be made at vertical groove in liner pattern except at outside corners.

Vertical grooves in form liner pattern shall be arranged so that there is equal space between vertical window or doorframe edges and the adjacent vertical grooves at each opening.

Form ties will not be allowed.

Remove all snow, ice, dirt, sawdust, shavings, or other debris within the forms before placing concrete.

CONCRETE REINFORCEMENT

Detail reinforcement in accordance with ACI 318.

Steel reinforcement shall be centered in the cross-section area of the walls and shall have at least one inch of concrete cover on the under surface of roof and floor. Provide diagonal reinforcement at openings.

Accurately place and adequately support steel reinforcing or strand in final position prior to starting placement of concrete. The maximum allowable variation for center-to-center spacing of reinforcing steel is ½ inch.

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Use full lengths of reinforcing steel whenever possible and keep the number of splices to a minimum. When splices are necessary on long runs, splices shall be alternated from opposite sides of the component for adjacent steel bars. Lap bars No. 4 or smaller, a minimum of 12 inches. Lap bars larger than No. 4, a minimum of 24 bar diameters.

Bend bars cold unless otherwise approved by the Contracting Officer. No bars partially embedded in concrete shall be field bent except as approved by the Contracting Officer.

COLD WEATHER CONCRETE

Cold weather concrete placement shall be in accordance with ACI 306.

Do not place concrete if ambient temperature is expected to be below 35°F during the curing period unless heating is provided to maintain the concrete surface temperature of at least 45°F.

HOT WEATHER CONCRETE

The temperature of the concrete shall not exceed 80°F at time of placement, and when the ambient temperature reaches 90°F, the concrete shall be protected with moist covering or other methods approved by the Contracting Officer.

MIXING AND DELIVERY OF READY MIX CONCRETE

Mixing and delivery shall be accomplished in accordance with ASTM C94, sections 9, 10, and 11 as appropriate for manufacturer.

Aggregate and water will be adjusted to compensate for differences in the saturated surface-dry condition.

PLACING AND CONSOLIDATING CONCRETE

Concrete shall be discharged as soon as possible after mixing and time shall not exceed 30 minutes.

Avoid segregation. Place in layers not more than 24 inches deep. Do not move concrete with vibrators or tampers.

Consolidate concrete with suitable mechanical vibrators operating within the concrete or attached to steel forms. Vibrate at any point sufficiently to accomplish compaction, but do not prolong to a point where segregation occurs.

Floor of building shall be one-piece to prevent separation of panels as a result of freeze/thaw.

Vault Concrete shall be placed around the inverted liner forming one integral piece.

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FINISHING CONCRETE

Interior Floor and Exterior Slab: Strike flush to within 1/8-inch variation in 6 feet. Float and trowel slabs smooth until no marks remain. Apply a final light broom finish to exterior slabs only.

Interior Wall Surfaces, Interior Screen Wall Surfaces, and Ceiling:

Finish shall be that provided by smooth steel form, or smooth trowel finish with no trowel marks.

All lifting points on screens shall be on panel edge. Plug with bolts or caulking after erection.

Exterior Textured Surfaces:

Building Walls and Exterior Screen Walls

Finish shall be as indicated on the delivery order using an approved form liner.

Roof Panels

All exterior surfaces of the roof panels shall be as indicated on the delivery order using an approved form liner. The underside of the overhang shall have a smooth finish.

Cracks and Patching:

Cracks in concrete components caused by contractor fabrication, shrinkage during curing, handling, shipping, and installation shall be cause for rejection if the Government determines that the crack affects the serviceability or structural integrity of the component.

Fill small holes, depressions, and air or rock pockets in all surfaces with non-shrink Portland cement based patching material while concrete is still green and within one day of form removal. Patch shall match the color, finish, and texture of surrounding surface.

Patching will not be allowed on any component with holes, ships, or exposed reinforcement totaling more than 18 cubic inches or with any defects more than 2 inches deep. Those components will be rejected and must be replaced at Contractor’s expense.

CURING AND HARDENING CONCRETE

Keep all concrete surfaces wet for at least six days after being placed. Acceptable methods include ponding, wet burlap, curing paper, plastic sheets, and membrane curing compound. Other methods are subject to the approval of the Contracting Officer.

COLORED CONCRETE

The following concrete components shall be integrally colored.

Toilet building roof.

Toilet building exterior walls.

Toilet entrance screen.

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The same type and brand of cement, coloring agent, aggregates, and other additives shall be used throughout. In addition as far as is reasonably practicable, all ingredients shall be from the same lot or manufacturing process. Aggregates shall be from the same source.

All volumes of concrete shall be uniform in all respects to ensure consistency of the color of the finished concrete. All ingredients shall be weighed. Add color by weight as recommended by the manufacturer of the concrete color. The mixing operation shall be adequate to uniformly disperse the color throughout each batch.

Wash and thoroughly clean the mixer and transporting equipment before mixing colored concrete. Repeat each time a change is made to a different color to avoid any carry-over.

STRUCTURAL JOINTS

Joining details other than those described below will not be allowed unless approved by the Contracting Officer prior to manufacture of the buildings.

Wall components shall be joined together with epoxy concrete adhesive and two welded plate pairs at each joint. Each weld plate shall be a minimum of 6 inches long and located one pair in the top quarter and one pair in the bottom quarter of the seam. Weld plates shall be anchored into concrete panels and welded together with a continuous weld. Welds shall be thoroughly cleaned prior to application of caulk or paint. Adhesive shall be applied for the entire length of the seam. Seal interior seams with paintable caulk. Seal exterior joints with caulk to match building color or clear. Linseed oil shall be applied under silicone sealant on brown integrally colored components only, where such treatment is necessary to prevent brown color from appearing pinkish.

Walls and roof shall be joined with weld plates, minimum 2 ½” x 5” at each building corner.

Where the Contracting Officer determines that the joint between wall panels and the joint between walls and roof shall be gas-tight, seal with silicone caulk. Where the joint between the walls and roof is not true enough to prevent point loading, the joint shall be grouted with approved rigid non-shrink grout that distributes the weight of the roof evenly around the perimeter of the building walls.

The joint between the floor slab and walls shall be joined together with epoxy concrete adhesive and two weld plates pair for each wall component, one near each end of each wall panel, or each corner on each side, whichever is greater. Each weld plate shall be a minimum of 6 inches long. Weld plates shall be anchored into concrete panels and welded together with a continuous weld. Adhesive shall be applied for the entire length of the seam.

Grout formed keyway to provide smooth cove between walls and floor.

The joint between building and vault shall be sealed gas-tight with continuous butyl tape or flexible joint material such as neoprene rubber, Ram-Nek, and sealant.

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PAINTING AND STAINING

Apply materials in strict accordance with manufacturer’s recommendations.

Examine work to ensure all surfaces are properly prepared to receive finish.

Allow a minimum of 14 days curing time for concrete before paints are applied to concrete. Allow longer curing time when recommended by paint manufacturer.

If needed to insure uniform application, prepare concrete surface for application of paints by acid etching with a 30 percent solution of hydrochloric acid. Flush with water and allow to thoroughly dry.

Painting shall NOT be done under the following condition:

Outside in cold, frosty, foggy, or damp weather.

In winter, unless temperature is 50°F or over and surfaces are dry and hard.

In dusty areas.

Apply coats, additional to those shown in the Schedule of Finishes, when undercoats or other conditions show through final coat of paint, until paint film is of uniform finish, color, and appearance.

Gray concrete epoxy paint on the floor shall also cover the cove at the junction between wall and floor. The line between the gray floor and the white wall shall be straight and parallel to the floor.

Schedule of Finishes:

Metalwork: Steel doors, door vents and frames, window frames, vault access lids and frames, and roof posts.

One coat metal primer.

Two coats enamel.

Interior concrete surfaces Walls and ceiling of building: 1 coat latex block filler and minimum 2 coats paint/pigmented sealer. Pigmented sealer shall be followed by 1 coat of clear sealer.

Interior floor: Primer coat and minimum 2 coats of epoxy paint.

Exterior slab: 1 coat of clear penetrating sealer.

Exterior surfaces of building walls, roof, and screens, which will not be painted: 2 coats stain followed by 1 coat sealer.

Seal colored concrete as recommended by the manufacturer of the concrete color, if different from above.

Cleanup: Repair all defects and remove all paint spatters, etc.

Protect interior painted surfaces from direct exposure to sunlight and weather during manufacture, assembly, and installation.

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ACCESSORIES

Attach grab bars and toilet paper holder to walls at the heights required for ADA. Fastening system must be able to withstand 300 pound loading of each grab bar and on top of toilet paper holder.

Install coat hook a maximum of 48” above the floor.

METAL DOORS AND FRAMES

Install steel door and frame in accordance with manufacturer’s recommendations. Fit-door accurately in frame. Mount louvers on door, if required, with cadmium-or zinc-plated corrosion resistant Phillips head metal screws

Install hardware in accordance with hardware manufacturer’s instructions after finish paintwork is completed. Install a sweep on bottom of door and adjust so it contacts the floor when door is closed. Install door bumper on vestibule wall to meet door handle.

Adjust hinge tension after building is installed so that the maximum force necessary for pushing or pulling the door open is 5 pounds and the door takes at least three seconds to move from 70 degrees open to within three inches of the latch. Verify smooth operations of door and hardware. Adjust as necessary to provide smooth operation and required hinge tension.

WINDOWS

Exterior steel frame shall be installed in concrete panel using headed anchor studs.

Install glazing and interior steel frame using tamper proof screws.

VAULT CLEANOUT COVERS

After paint on lid has completely cured, install full length/width neoprene gasket seal to cleanout cover lid to assure gas-tight seal when lid is locked in place. Do not stretch seal material during application. Damaged, degraded, or non-air tight seals are not acceptable and must be replaced at the Contractor’s expense.

SIGNS

Install signs in cast-in recesses on toilet building walls using tamper-proof masonry anchors at each corner.

END OF SECTION 13120

e

West Fork Campground Site Vault Toilet ± Legend

Legal Description: T 11 S, R 1 E, Section: 10

0.05 0.1 0.2 Miles

Proposed Toilet Site

B-D Forest Boundary

!Twin Bridg Vicinity Map

!Sheridan

!Ennis

!Virgina City

Project Area

West Fork Campground

Path: T:\FS\NFS\BeaverheadDeerlodge\Project\SNEPA\GIS\d6_madison\WF_CampgroundSite\MXDs-ARPX\ArcPro\WFCampgroundSite\WFCampgroundSite.aprx

This map is intended to depict physical features as they generally appear on the ground and may not be used to determine title, ownership, legal boundaries, legal jurisdiction, including jurisdiction over roads or trails, or access restrictions that may be in place on either public or private land.

The USDA Forest service makes no warranty, expressed or implied, including the warranties of merchantability and fitness for a particular purpose, nor completeness or utility of these geospatial data, or for the improper or incorrect use of these geospatial data. These geospatial data and related maps or graphics are not legal documents and are not intended to be used as such. The data and maps may not be used to determine title, ownership, legal descriptions or boundaries, legal jurisdiction, or restrictions that may be in place on either public or private land. Natural hazards may or may not be depicted on the data and maps, and land users should exercise due caution. The data are dynamic and may change over time. The user is responsible to verify the limitations of the geospatial data and to use the data accordingly.

USDA is an equal opportunity provider, employer, and lender.

Created By: Patrick Warner and 04/05/2024 This map replaces all versions of same title printed with prior dates

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SECTION C - CONTRACT CLAUSES

Clauses Incorporated by Reference

FAR 52.204-13 System for Award Management Maintenance (OCT 2018) FAR 52.204-18 Commercial and Government Entity Code Maintenance (AUG 2020) FAR 52.212-4 Contract Terms and Conditions – Commercial Products and Services

(NOV 2023) (DEVIATION FEB 2025)

FAR 52.223-2 Reporting of Biobased Products Under Service and Construction Contracts

(MAY 2024) (DEVIATION FEB 2025)

FAR 52.223-10 Waste Reduction Program (MAY 2024) (DEVIATION FEB 2025) FAR 52.244-6 Subcontracts for Commercial Products and Commercial Services (JAN

2025) (DEVIATION FEB 2025)

AGAR 452.204-70 Modification for Contract Closeout (DEVIATION JUN 2024)

Clauses Incorporated by Full Text

FAR 52.212-5 Contract Terms and Conditions Required to Implement Statutes or Executive Orders – Commercial Products and Commercial Services (JAN 2025)

(DEVIATION FEB 2025)

(a) The Contractor shall comply with the following Federal Acquisition Regulation (FAR) clauses, which are incorporated in this contract by reference, to implement provisions of law or Executive orders applicable to acquisitions of commercial products and commercial services:

(1) FAR 52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements (JAN 2017) (section 743 of Division E, Title VII, of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L. 113-235) and its successor provisions in subsequent appropriations acts (and as extended in continuing resolutions)).

(2) FAR 52.204-23, Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab Covered Entities (DEC 2023) (Section 1634 of Pub. L. 115-91).

(3) FAR 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment. (NOV 2021) (Section 889(a)(1)(A) of Pub. L. 115- 232).

(4) FAR 52.209-10, Prohibition on Contracting with Inverted Domestic Corporations (NOV 2015).

(5) FAR 52.232-40, Providing Accelerated Payments to Small Business Subcontractors (MAR 2023) (31 U.S.C. 3903 and 10 U.S.C. 3801).

(6) FAR 52.233-3, Protest After Award (AUG 1996) (31 U.S.C. 3553).

https://www.usda.gov/sites/default/files/documents/agar-class-deviation-contract-closeout-clause.pdf https://www.acquisition.gov/far/52.203-19#FAR_52_203_19 https://www.acquisition.gov/far/52.204-23#FAR_52_204_23 https://www.acquisition.gov/far/52.204-25#FAR_52_204_25 https://www.acquisition.gov/far/52.209-10#FAR_52_209_10 https://www.acquisition.gov/far/52.232-40#FAR_52_232_40 https://www.govinfo.gov/link/uscode/31/3903 https://www.govinfo.gov/link/uscode/10/3801 https://www.acquisition.gov/far/52.233-3#FAR_52_233_3 http://uscode.house.gov/browse.xhtml%3Bjsessionid%3D114A3287C7B3359E597506A31FC855B3

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(7) FAR 52.233-4, Applicable Law for Breach of Contract Claim (OCT 2004) (Public Laws 108-77 and 108-78 (19 U.S.C. 3805 note)).

(b) The Contractor shall comply with the FAR clauses in this paragraph (b) that the Contracting Officer has indicated as being incorporated in this contract by reference to implement provisions of law or Executive orders applicable to acquisitions of commercial products and commercial services: [Contracting Officer check as appropriate.]

☐ (1) FAR 52.203-6, Restrictions on Subcontractor Sales to the Government (JUN 2020), with Alternate I (NOV 2021) (41 U.S.C. 4704 and 10 U.S.C. 4655).

☐ (2) FAR 52.203-13, Contractor Code of Business Ethics and Conduct (NOV 2021) (41 U.S.C. 3509)).

☐ (3) FAR 52.203-15, Whistleblower Protections under the American Recovery and Reinvestment Act of 2009 (Jun 2010) (Section 1553 of Pub. L. 111-5). (Applies to contracts funded by the American Recovery and Reinvestment Act of 2009.)

☒ (4) FAR 52.203-17, Contractor Employee Whistleblower Rights (NOV 2023) (41 U.S.C.

4712); this clause does not apply to contracts of DoD, NASA, the Coast Guard, or applicable elements of the intelligence community—see FAR 3.900(a).

☒ (5) FAR 52.204-10, Reporting Executive Compensation and First-Tier Subcontract Awards (Jun 2020) (Pub. L. 109-282) (31 U.S.C. 6101 note).

☐ (6) [Reserved].

☐ (7) FAR 52.204-14, Service Contract Reporting Requirements (OCT 2016) (Pub. L. 111-

117, section 743 of Div. C).

☐ (8) FAR 52.204-15, Service Contract Reporting Requirements for Indefinite-Delivery

Contracts (OCT 2016) (Pub. L. 111-117, section 743 of Div. C).

☒ (9) FAR 52.204-27, Prohibition on a ByteDance Covered Application (JUN 2023) (Section

102 of Division R of Pub. L. 117-328).

☐ (10) FAR 52.204-28, Federal Acquisition Supply Chain Security Act Orders—Federal

Supply Schedules, Governmentwide Acquisition Contracts, and Multi-Agency Contracts.

(Dec 2023) (Pub. L. 115–390, title I I )

☒ (11)(i) FAR 52.204-30, Federal Acquisition Supply Chain Security Act Orders— Prohibition (Dec 2023) (Pub. L. 115–390, title II)

☐ (ii) Alternate I (Dec 2023) of FAR 52.204-30.

☒ (12) FAR 52.209-6, Protecting the Government’s Interest When Subcontracting with

Contractors Debarred, Suspended, or Proposed for Debarment. (JAN 2025) (31 U.S.C.

6101 note).

☐ (13) FAR 52.209-9, Updates of Publicly Available Information Regarding Responsibility Matters (OCT 2018) (41 U.S.C. 2313).Updates of Publicly Available Information Regarding Responsibility Matters (Oct 2018) (41 U.S.C. 2313).

☐ (14) [Reserved].

☐ (15) FAR 52.219-3, Notice of HUBZone Set-Aside or Sole-Source Award (OCT 2022) (15

U.S.C. 657a).

https://www.acquisition.gov/far/52.233-4#FAR_52_233_4 http://uscode.house.gov/browse.xhtml%3Bjsessionid%3D114A3287C7B3359E597506A31FC855B3 https://www.acquisition.gov/far/52.203-6#FAR_52_203_6 http://uscode.house.gov/browse.xhtml%3Bjsessionid%3D114A3287C7B3359E597506A31FC855B3 https://www.govinfo.gov/link/uscode/10/4655 https://www.acquisition.gov/far/52.203-13#FAR_52_203_13 http://uscode.house.gov/browse.xhtml%3Bjsessionid%3D114A3287C7B3359E597506A31FC855B3 http://uscode.house.gov/browse.xhtml%3Bjsessionid%3D114A3287C7B3359E597506A31FC855B3 https://www.acquisition.gov/far/52.203-15#FAR_52_203_15 https://www.acquisition.gov/far/52.203-17#FAR_52_203_17 https://www.govinfo.gov/link/uscode/41/4712 https://www.govinfo.gov/link/uscode/41/4712 https://www.acquisition.gov/far/3.900#FAR_3_900 https://www.acquisition.gov/far/52.204-10#FAR_52_204_10 http://uscode.house.gov/view.xhtml?req=granuleid%3AUSC-prelim-title31-section6101&num=0&edition=prelim https://www.acquisition.gov/far/52.204-14#FAR_52_204_14 https://www.acquisition.gov/far/52.204-15#FAR_52_204_15 https://www.acquisition.gov/far/52.204-27#FAR_52_204_27 https://www.acquisition.gov/far/52.204-28#FAR_52_204_28 https://www.govinfo.gov/link/plaw/115/public/390 https://www.acquisition.gov/far/52.204-30#FAR_52_204_30 https://www.govinfo.gov/link/plaw/115/public/390 https://www.acquisition.gov/far/52.204-30#FAR_52_204_30 https://www.acquisition.gov/far/52.209-6#FAR_52_209_6 http://uscode.house.gov/view.xhtml?req=granuleid%3AUSC-prelim-title31-section6101&num=0&edition=prelim http://uscode.house.gov/view.xhtml?req=granuleid%3AUSC-prelim-title31-section6101&num=0&edition=prelim https://www.acquisition.gov/far/52.209-9#FAR_52_209_9 http://uscode.house.gov/view.xhtml?req=granuleid%3AUSC-prelim-title41-section2313&num=0&edition=prelim https://www.acquisition.gov/far/52.219-3#FAR_52_219_3 http://uscode.house.gov/view.xhtml?req=granuleid%3AUSC-prelim-title15-section637a&num=0&edition=prelim http://uscode.house.gov/view.xhtml?req=granuleid%3AUSC-prelim-title15-section637a&num=0&edition=prelim

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☐ (16) FAR 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns (OCT 2022) (if the offeror elects to waive the preference, it shall so indicate in its offer) (15 U.S.C. 657a).

☐ (17) [Reserved] ☒ (18) (i) FAR 52.219-6, Notice of Total Small Business Set-Aside (NOV 2020) (15 U.S.C.

644).

☐ (ii) Alternate I (Mar 2020) of FAR 52.219-6.

☐ (19) (i) FAR 52.219-7, Notice of Partial Small Business Set-Aside (NOV 2020) (15 U.S.C.

644).

☐ (ii) Alternate I (Mar 2020) of FAR 52.219-7.

☐ (20) FAR 52.219-8, Utilization of Small Business Concerns (JAN 2025) (15 U.S.C.

637(d)(2) and (3)).

☐ (21) (i) FAR 52.219-9, Small Business Subcontracting Plan (JAN 2025) (15 U.S.C. 637(d)(4)).

☐ (ii) Alternate I (Nov 2016) of FAR 52.219-9.

☐ (iii) Alternate II (Nov 2016) of FAR 52.219-9.

☐ (iv) Alternate III (Jun 2020) of FAR 52.219-9.

☐ (v) Alternate IV (JAN 2025) of FAR 52.219-9.

☐ (22) (i) FAR 52.219-13, Notice of Set-Aside of Orders (MAR 2020) (15 U.S.C. 644(r)).

☐ (ii) Alternate I (MAR 2020) of FAR 52.219-13.

☐ (23) FAR 52.219-14, Limitations on Subcontracting (OCT 2022) (15 U.S.C. 637s).

[Contracting Officer check as appropriate.]

☐ By the end of the base term of the contract and then by the end of each subsequent option period; or

☐ By the end of the performance period for each order issued under the contract.

☐ (24) FAR 52.219-16, Liquidated Damages—Subcontracting Plan (SEP 2021) (15 U.S.C.

637(d)(4)(F)(i)).

☐ (25) FAR 52.219-27, Notice of Set-Aside for, or Sole-Source Award to, Service-Disabled Veteran-Owned Small Business (SDVOSB) Concerns Eligible Under the SDVOSB Program (FEB 2024) (15 U.S.C. 657f).

☐ (26) (i) FAR 52.219-28, Postaward Small Business Program Rerepresentation (JAN 2025) (15 U.S.C. 632(a)(2)).

☐ (ii) Alternate I (MAR 2020) of FAR 52.219-28.

☐ (27) FAR 52.219-29, Notice of Set-Aside for, or Sole-Source Award to, Economically Disadvantaged Women-Owned Small Business Concerns (OCT 2022) (15 U.S.C. 637(m)).

☐ (28) FAR 52.219-30, Notice of Set-Aside for, or Sole-Source Award to, Women-Owned Small Business…