1240LU24Q0032 Attachment 4 FSSS Painting Toilet Buildings KNF.docx

SECTION – 13120

TOILET BUILDING PAINTING SPECIFICATIONS

Typical Building Example

Precast Concrete Toilets

PART 1 - GENERAL

1.1 - Site Work and Utilities

General:

All work shall be completed in accordance with project specifications. The work includes all labor, material, and equipment necessary to perform all the operations for the work specified.

Site work:

The base project consists of the repair and painting of concrete vault toilets. Work is for painting 54 interiors and 41 exteriors. Two additional options to be executed if funds allow.

Utilities:

There are no Government provided utilities available at project work sites. The contractor must provide for their electrical and potable water needs.

1.3 - Timing of Work

Work is intended to begin after May 1, 2024 and be completed by Sept. 30th, 2025.

The sites serve as public recreation areas which shall remain open to the public during construction. No work shall take place on weekends or federal holidays unless approved by the Contracting Officer (CO). All work on the project site shall be performed between the hours of 7 am and 7 pm unless otherwise approved by the CO.

1.4 - Government-Furnished Facilities

1. The work sites will be available to the Contractor for staging and storage during construction. Staging and storage areas shall be approved by the CO. Any damage resulting from the Contractor's use of the site will be repaired or replaced at no cost to the Government.

2. Sanitary facilities are available at sites. The Contractor’s workers may use the available restroom. The contractor shall maintain the restroom in a neat and clean condition.

3. All temporary services and use areas shall be completely removed and the areas restored upon completion of use.

4. Electricity for construction is not available.

5. Water for construction purposes is not available.

6. Transportation to and from the work site for the Contractor's personnel and materials will be provided at the Contractor's expense.

1.5 - Material Sources All materials shall be obtained from a commercial source unless noted otherwise.

1.6 - Clean up and Disposal Disposal of waste material will be off National Forest Land and in compliance with local laws regarding disposal of construction waste.

1.7 - Precautionary Measures Protection of Work:

The Contractor shall take precautions to protect their work and materials during the construction period and shall provide and maintain adequate security to prevent loss or damage to the work and the materials.

Safety:

The Contractor is responsible for safeguarding employees, public, existing facilities, and Forest resources from his operations. The Contractor shall erect signs and fencing barricades as necessary to make unguarded operations safe. When needed signs and barricades shall be maintained at night and on weekends. Precautions such as storing materials shall be practiced to prevent injury to others in the area.

Construction sites (campgrounds, trailhead, boat ramps, parking lots) will be open to the public during construction. The Contractor will be responsible for signing and limiting public access to the toilets.

Security:

No security shall be provided by the Government. The Contractor shall take all precautions deemed necessary to secure the worksite, improvements, and equipment. This may include security fencing and/or a night watchman with mobile communication.

SUMMARY OF WORK AND CONDITIONS

SECTION – 01010

END OF SECTION 01010

01010 - 1

PART 1: GENERAL

1.01 SUMMARY:

A. Section Includes: Furnishing all labor, equipment, supplies, and materials, to paint and maintain at Forest Service campgrounds, trailheads, and dispersed recreation sites across the Kootenai National Forest.

B. Location: Work under this Contract is in Lincoln and Sanders counties of Montana. The work locations are at US Forest Service campgrounds, trailheads, and dispersed recreation sites. Maps showing project sites are included as part of the contract.

1.02 SUBMITTAL:

A. Scope: Submittals include product data, samples, shop drawings, catalogs and manufacturers' literature, schedules, maintenance and operating data, and warranties.

B. Requirements: Refer to the specifications for the submittal required. Allow 7 working days for review. Submittal shall be delivered to the Contracting Officer 10 days after the date of award of the contract and before the Prework Conference.

C. Identification of Submittal: Completely identify each submittal by showing at least the following information.

1. Name and address of submitter, plus name and telephone number of the individual to contact for further information.

2. Name of project as it appears in these specifications.

3. Contract number, drawing number, and specification section number to which the submittal applies.

4. Whether this is an original submittal or resubmittal.

5. For each proposed item or product clearly note the manufacturer’s name and address, trade name, product, lot, style, color, catalog designation or model number, and locations of use.

1.03 QUALITY ASSURANCE.

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as when they were given in full text.

B. Conflict: Where a conflict occurs between reference documents and project specifications, the project specifications shall govern.

1.04 DELIVERY, STORAGE, AND HANDLING:

A. Delivery: The Contractor shall protect products, incorporated into the work, from damage while in transit to the site. Products must be delivered in original unopened containers with manufacturer's name and brand designation and contents legibly indicated.

B. Storage: The Contractor shall provide temporary storage facilities for products complying with manufacturer's recommendations which will protect them from damage until installation on the project and final acceptance. The storage area shall permit access for inspection and handling.

C. Handling: The Contractor shall load and unload products in such a manner that protects them from damage until installation on the project.

1.05 PROJECT/SITE CONDITIONS:

A. Access to the Work: The sites are located across the Kootenai National Forest. See the supplied maps.

B. Environmental Considerations: The project is located within the Kootenai National Forest. The Contractor shall exercise care in preventing any contamination of the area.

C. OSHA Standards: The Contractor shall comply with all OSHA Standards applicable to the work under this contract.

1.06 SEQUENCING AND SCHEDULING:

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, the Contractor shall submit an updated schedule within 3 calendar days.

SECTION – 01009

GENERAL INFORMATION AND REQUIREMENTS

01009 - 4

PART 2: EXECUTION

2.01 PROJECT MEETINGS.

A. Pre-Work Conference:

1. A pre-work conference will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date, and place. The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract.

2. The Contractor, subcontractors, and the persons responsible for coordination of the work shall be present at the meeting.

3. The Contractor shall be prepared to summarize and explain procedures planned for the project.

B. Progress Meetings:

1. Meetings shall be held at the project sites, or as determined by the Contracting Officer.

2. Meetings may be called by either the Contracting Officer or the Contractor. Request shall state who should attend.

C. Final Inspection:

1. Meeting shall be held at the project site, or as determined by the Contracting Officer.

2. The Contractor shall notify the Contracting Officer in writing at least 3 working days before the completion date so the Government can schedule final inspection.

3. The Contractor shall require the superintendent to be present during this inspection.

2.02 Warranty:

A. Materials and equipment furnished under this Contract shall be covered by their commercial warranties. For all products used for painting, repair, sealing or caulking the contractor shall:

1. Obtain all warranties for the products being used.

2. Require all warranties to be executed, in writing, for the benefit of the Government.

3. Submit all warranties to the Contracting Officer prior to the final inspection.

PART 3: MEASUREMENT AND PAYMENT

3.01 METHOD OF MEASUREMENT

A. Units: Work described in this section will not be measured for payment.

3.02 BASIS OF PAYMENT:

A. Payment: No direct payment for the work described under this section will be made. Contractor shall include consideration for this item in the bid price for other items of the Contract.

END OF SECTION 01009

PART 1 - GENERAL

1.1 DESCRIPTION

A. The work of this section consists of maintenance of prefabricated precast concrete vault toilets at recreation sites across the Kootenai National Forest.

B. This section includes specifications for the repair, and painting of precast concrete toilet buildings.

1.2 SUBMITTALS

A. Provide Manufacturer's Literature for the following:

1. Paints – interior

2. Paint/sealer – exterior

3. Caulk

4. Cement, Grout or Mortar

1.3 WARRANTY

A. Warranty on Building and Accessories: Written warranty, signed by Contractor agreeing to repair or replace paint and/or crack repairs that fail or are damaged within a one-year warranty period as a result of normal use and/or typical weather conditions. Items in this item include caulking, sealant, grout, adhesive, mortar, primer, paint, penetrating stain, and concrete sealer.

1. Warranty Period: 1 year from date of Acceptance

PART 2 -PRODUCTS AND PROCEDURES

2.1 CAULKING AND SEALANT

A. Cracks in the interior walls and ceiling are to be repaired prior to painting. The contractor shall roughen the area along the crack, including any paint edges and exposed concrete, with 100- to 125-grit sandpaper, wire brushes, or a dry paintbrush with stiff bristles to remove loose material inside the crack. All surfaces should be clean and free of foreign substances.

B. The cracked area shall be caulked with paintable silicone caulk. An even application of caulk filling the crack along its entire length is required. The contractor shall clean excess caulk from the surface with a damp rag and allow applications of caulk to dry to manufacturer’s specifications before painting.

C. Caulking and sealant shall be a paintable silicone caulk with a minimum 5-year guarantee and excellent UV resistance.

1. 3M Adhesive Sealant 760 UV. Or approved equal.

2.2 CONCRETE REPAIRS

A. The Contractor shall fill large holes, depressions, and air or rock pockets in all surfaces with patching mortar or grout. Adhere to manufacturer’s instructions for site preparation, mixing, application, and curing prior to painting.

B. The contractor shall roughen the damaged areas, including any paint edges and exposed concrete, with 100- to 125-grit sandpaper, wire brushes, or a dry paintbrush with stiff bristles to remove loose material inside the hole. All surfaces should be clean and free of foreign substances.

C. Damages shall be filled with mortar or grout repair products that adhere soundly to the concrete wall and produce a smooth paintable surface. Materials shall be non-shrink or shrink-compensated.

1. Quikrete Commercial Grade Fast Set Repair Mortar. Or approved equal.

D. The Contractor shall report any holes, chips, or exposed reinforcement totaling more than 18 cubic inches or defects more than 2 inches deep.

2.3 CONCRETE PAINT

A. Paint, and accessory materials shall conform to following Federal Specifications or be similar "top-of-the-line" products approved by the Contracting Officer.

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

B. Painting shall NOT be done under the following condition:

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

2. If temperatures are below 50°F. Surfaces must be dry and hard.

C. Apply additional coats, when undercoats or other conditions show through final coat of paint, until paint film is of uniform finish, color, and appearance.

D. 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.

E. Concrete floors that were previously coated with smooth, hard, or glossy finishes should be scarified by sanding or sweep blasting to create a surface profile.

F. Schedule of Finishes:

1. Interior concrete surfaces

a. Paint interior walls and ceilings with 2 coats of paint. Raw masonry and concrete surfaces that are bare due to repair or otherwise, are to be painted with 1 coat of block filler prior to topcoats

b. Interior Walls and Ceiling

1) Paint/Topcoat: Sherwin Williams Pro Industrial Acrylic Coating, Semi-Gloss, B66 W 651, Color Designer White.

2) Block Filler: Sherwin Williams Pro Industrial™ Heavy Duty Block Filler B42W00150, White Or approved equal.

2. Concrete Floor Slab

a. Coats to be applied to reach manufacture’s specified thickness.

b. Sherwin Williams ARMORSEAL Rexthane I Floor Coating, B65-60 Series, Color Deck Gray with H&C Sharkgrip Slip Resistant Additive

3. Concrete Exterior Walls

a. Walls to be cover by 2 coats of paint and 1 coat of sealer

1) Rodda Paint, Cover Coat XL Exterior Gloss Level 1 Velvet Finish 511104, Neutral Base. Color: Brown. Or approved alternative.

i. Closely match color to the exterior of the building being painted.

ii. If using specified Rodda paint, Barnwood finish colors are achieved by mixing water to base brown. Medium Brown is achieved by using 50% paint and 50% water. Adjust water ratio to match existing building.

2) Dayton Superior Ultra Seal EF Concrete Sealer G. Items under this section shall be included in the warranty for the building.

H. Cleanup: Repair all defects and remove all paint spatter.

I. Protect interior painted surfaces from direct exposure to sunlight and weather during installation.

2.4 METAL PAINT

A. Paint, and accessory materials shall conform to following Federal Specifications or be similar "top-of-the-line" products approved by the Contracting Officer.

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

2. Painting shall NOT be done under the following conditions:

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

b. If temperatures are below 50°F. Surfaces must be dry and hard.

F. Prepare surfaces according to manufacturer’s specifications.

G. Schedule of Finishes: Metal Surfaces (Doors, Trim, Posts)

1. Sherwin Williams Industrial and Marine Coatings, DIRECT-TO-METAL Acrylic Enamel Semi-Gloss, B55 series, Color Brown.

END OF SECTION 13120

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