Attachment_1_SOW_Painting_Gutter_Poject_VC.pdf

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Attached to
NEPE VC PAINT EXTERIOR AND REPAIR GUTTER
Solicitation number
140P8323Q0033
Issued by

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This document outlines the scope of work for a federal contract to paint the exterior of and replace gutters on the Nez Perce National Historical Park Visitor Center. The contract involves furnishing all labor, materials, tools and equipment to repaint approximately 14,000 square feet of exterior cedar siding, metal trim, and roofing, as well as replacing 150 feet of existing 7-inch commercial gutters and downspouts. The work must be completed using high-quality exterior acrylic paint and gutters of equal size and material to the original. Submittals such as material lists, schedules, and safety plans are required before starting work. Upon completion, the contractor must provide paint samples and a final schedule for warranty and closeout.

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File Type Posted
Amend_0001_SITE_VISIT_LOG_0001.pdf PDF
Sol_140P8323Q0033_Amd_0001.pdf PDF
Amend_0001_Q_A_0823__0001.pdf PDF
Attachment_3_Nez_Perce_TERO_Fee_Requirements.pdf PDF
Attachment_2_WDOL_ID20230032.pdf PDF
Sol_140P8323Q0033.pdf PDF
Forms_to_Return_with_QUOTE.docx DOCX document

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Attachment 1 to RFQ 140P8323Q0033 Paint Exterior Building and Replace Gutters Scope of Work (SOW) Nez Perce National Historical Park

ATTACHMENT 1

STATEMENT OF WORK

PAINT EXTERIOR OF NEZ PERCE NATIONAL HISTORICAL PARK VISITOR

CENTER AND REPLACE GUTTERS

PART 1: GENERAL

1.1 PROJECT DESCRIPTION:

A. The work of this contract consists of furnishing all labor, materials, tools, equipment, supervision, and transportation necessary for the repainting of all exterior and undercover or protected exterior surfaces and replacement of the gutters of the Nez Perce National Historical Park Visitor Center. Note, just recently replaced exterior doors, trim and large beams will not need to be painted.

B. The Visitor Center serves as the main contact station for visitors at the park and houses a museum, auditorium, lobby, and offices for the park. The approximate 14,000 square foot facility’s exterior construction is comprised of 5/8” x 5-1/2” tongue and groove cedar siding, metal trim flashing, flat membrane roof, and 7” commercial terne coated stainless steel gutter and two down spouts. The gutter is approximately 150 feet long and is along the west side only. The goal of this project is to help protect and preserve the exterior of the structure while improving overall visual condition of the building.

1.2 SUBMITTALS: The work of this section consists of substantial requirements before and during construction. No on-site work may occur before the Contracting Officer approves the submittals.

CM-16 Submittal Transmittal Form: All submittals shall be transmitted using NPS CM-16 form sent via email. No action will be taken on a submittal item unless accompanied with a CM-16 transmittal form. Complete all applicable fields, sign the form and attach all supporting documentation.

A. Submit a complete list of materials proposed to be provided for this work a minimum of one week prior to the preconstruction conference. Contractor shall furnish a complete first edition printed material (no copies) of paint manufacturer’s general specifications, indicating product type and application information.

B. Colors selected and listed in “1.7 Products” shall be Brand Name or Approved Equal and shall match the original existing color. The Contractor shall not substitute any materials specified in this contract without written permission from the CO.

C. Contractor shall provide Safety Data Sheets (SDS) for all paints, stains, chemicals, and solvents used.

D. List of Proposed subcontractors. Submit a list and the Standard Form 1413 for each subcontractor.

E. Project Schedule Submit a baseline schedule with start date, end date, major work activities and durations, estimated pre-final (substantially complete) and final (entirely complete) inspection dates, and other major milestones. Provide updates to baseline schedule as needed or as requested (when there is a change to the critical path).

i. Purpose: The purpose of the project schedule is to ensure coordination, scheduling, and adjustments to scheduling during the period of performance. The project schedule will assist the Contractor and the Contracting Officer in monitoring the progress of the work, evaluating proposed changes, and processing the Contractor’s monthly progress payment requests

ii. Schedule Development: The project schedule shall cover the entire contract period including showing staggered work at individual buildings over time. In developing the project schedule, the Contractor shall be responsible for ensuring that subcontractor work, if applicable, at all tiers, as well as its own work, is included in the project schedule.

iii. The project schedule shall show the sequence and interdependence of activities required for complete performance of the work. Proposed durations assigned to each activity shall be the Contractor's best estimate of time required to complete the activity.

iv. Seasonal weather conditions shall be considered and included as best as possible in planning and scheduling the work. The project work is expected to progress in a logical manner; preparation and painting work should progress by building in accordance with the scope of work and agreed upon schedule.

v. At the end of any period of work, or if awaiting proper climatic conditions, the building shall be either finished or covered and protected from the elements.

vi. Project Schedule Updates: The Contractor shall update the project schedule as necessary, coordinating with the COR for adjustments and local logistics/access.

vii. Time Extensions: Weather delays shall not automatically mean that an extension of the contract time is warranted or due the Contractor. For time extension considerations, the Contractor and COR shall document conditions and causes, and the CO will determine the extent of equitable time adjustments if necessary. Refer to Section F of the contract clauses.

F. Accident Prevention Plan Accident Prevention Plan: Submit a “site specific” accident prevention plan with the following information (at a minimum). Refer also to PART 5 Safety Requirements.

i. Name of the supervisor responsible for executing the plan;

ii. Emergency contact phone numbers.

iii. Map of local area emergency medical facilities relative to the jobsite.

iv. First aid and emergency medical procedures / forms.

v. Company safety plan / protocol.

vi. Site specific COVID-19 safety plan.

vii. Job hazard analysis (JHA) completed for each major work activity

viii. Before beginning work, report to Contracting Officer if any specification requirements conflict with product manufacture’s warranty requirements.

G. Liability Insurance: Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contractor and all subcontractors.

H. TERO Fee (Contractor’s notification/confirmation with Nez Perce TERO Office.)

I. Applicable Bond(s).

1.3 PRECONSTRUCTION, PROGRESS MEETINGS, AND REQUEST FOR

INFORMATION (RFIs):

A. Preconstruction Meeting- Before the start of construction, the Contracting Officer will arrange for a preconstruction meeting either on site or via teleconference. The meeting agenda will include the following topics:

1. NPS Roles & Responsibilities

2. Key Contractor Personnel

3. Coordination with Subcontractors

4. Correspondence & Submittal Procedures

5. Submittals

6. Park Rules & Regulations

7. Work Hours and Weekend, Holiday, and Night Work

8. Project Information

a. Park Access

b. Jobsite Access & Parking

c. Staging, Storage, and Laydown Area(s)

d. Temporary Facilities & Controls

e. Jobsite Restrictions

f. Resource Protection

g. Weather, Climate, Environmental Conditions

h. Reference Documents

i. Other Contracts / Ongoing Work

9. Labor Standards Provisions

10. Labor Interviews

11. Payroll Reports

12. Payments to the Contractor

13. Change Orders / Modifications

14. Progress Meetings

15. QC Daily Reports

16. Inspections

17. Acceptance and Rejection of Work

18. Closeout Procedures & Submittals

19. Contract Period of Performance

20. Notice to Proceed

B. Progress Meeting(s)-If necessary, the Contracting Officer may request a Progress Meeting during the duration of the contract.

C. Request for Information (RFI)

1. On discovery of the need for additional information or interpretation of the Contract Documents the Contractor shall prepare and submit an RFI to the Contracting Officer utilizing the NPS format.

a. Contracting Officer will only respond to RFI’s submitted by the Contractor;

b. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.

2. RFI Format: Include a detailed, legible description of the subject or item needing information or interpretation on the RFI Format with:

a. RFI Number, numbered sequentially;

b. Date;

c. RFI Subject;

d. Specification Section number and title and related paragraphs, if applicable;

e. Drawing information referenced if applicable;

f. Photographs or sketches if applicable;

g. Contractor’s suggested resolution. If the Contractor’s suggested resolution impacts the contract time and/or contract sum, Contractor shall state the impact in the RFI,

3. Response to the RFI: The Contracting Officer will review each RFI, determine the action required, and respond accordingly.

1.4 PERMITS AND RESPONSIBILITIES:

A. The Contractor shall, without additional expense to the Nez Perce National Historical

Park, be responsible for obtaining and renewing all necessary licenses and permits including the Tribal Employment Rights Office (TERO) fee-see the clauses section for fee information.

B. The Contractor shall be responsible for all materials delivered and work performed until completion and acceptance of the entire work.

C. The Contractor shall use every precaution to prevent damage to this important structure and surrounding features and areas including landscaping. The Contractor is to furnish drop cloths and/or tarpaulins to protect architectural and/or landscape features during removal, preparation and painting work. Any damage incurred as a result of the Contractor’s actions shall be repaired or replaced by the Contractor, as directed by and to the satisfaction of the Contracting Officer’s Representative (COR), at no additional expense to the Nez Perce National Historical Park.

D. The Contractor shall provide, erect, and maintain barricades and warning signs, and take all necessary precautions to ensure the safety of the public and the protection of the work and grounds. All signs and barricades, including their locations must be approved in advance by the COR.

1.5 ON SITE SUPERVISOR:

A. As a minimum, the Contractor must provide one on-site supervisor to direct all contract personnel and maintenance operations.

B. If the on-site supervisor is not on site or absent due to illness or other reasons, the

Contractor shall provide an alternate supervisor to be on site managing and directing all contract personnel and maintenance operations. The alternate supervisor shall have similar job qualifications to those required for the on-site supervisor.

C. The onsite Supervisor shall be available for phone calls during all working hours.

1.6 CONDUCT:

A. The Contractor’s employees shall at all times, while on the job site, conduct themselves in a professional, orderly, and safe manner. Rudeness, fighting, being under the influence of alcohol and/or drugs or bringing and/or consuming alcohol and/or drugs, gambling, soliciting, stealing, and any immoral or otherwise undesirable conduct shall not be permitted on the job site and shall result in immediate and permanent removal from the job site of any employee engaging in such conduct from work.

1.7 PROJECT CONDITIONS:

A. All products used shall be applied within the acceptable temperature, humidity, and weather conditions listed by the products manufacturer. Application of products outside of these conditions will require removal and reapplication.

B. Contractor shall cover and protect surfaces not to be painted and use drop cloths of adequate size to protect adjacent areas.

C. Contractor shall ensure that all surfaces to which paint/stain and other finishing are to be applied are even, smooth, clean, dry, and free from defects affecting proper application.

D. Contractor shall use ladders or scaffolding on the sides of the building that are not paved or parking areas.

E. Electricity (120v), water, and restrooms shall be provided by the park.

1.8 PRODUCTS:

A. Contractor shall use equal to or better than the specifications of the products listed below.

Approximating square footage and quantities of paint is of the responsibility of the contractor.

B. Contractor shall verify with manufacturer that the paint materials that are specified are appropriate for the surfaces and conditions to be painted under this contract.

C. All paint shall be of high-quality exterior grade acrylic paint, 250 to 300 sq. ft. coverage per gallon, 43 +- 2% volume solids, and 58 +- 2% weight solids.

D. Contractor shall store products in an approved ventilated dry area and protect it from contact with soil and from exposure to the elements.

a. Behr Marquee or comparable product by one of the following:

1. Sherwin Williams Duration

2. Valspar Defense

3. Benjamin Moore Aura

b. Colors: Flat-Stonecrest Gray, Flat-Dark Brown, Flat-White

c. Silicon Sealer: Silicon sealer with a 10-year DAP Sealer or approved equal.

d. Clear wood preservative for exterior graphics.

e. Synko exterior spackling paste or approved equal.

E. Contractor shall install gutters of equal size, shape, and material. A drawing of the old gutters will be furnished for fabrication of the new ones.

PART 2: EXECUTION:

2.1 INSPECTION:

A. Thoroughly examine surfaces to be painted and report in writing to the contracting officer any condition that may adversely affect proper application, adhesion, or appearance prior to starting work.

2.2 GENERAL REQUIREMENTS:

A. Remove and/or protect hardware, accessories, device plates, lighting fixtures, factory finished work and similar items or provide ample in-place protection. Upon completion of each area, carefully replace all removed items.

B. Protect surfaces not to be painted by using drop cloths, covers, shields and other protective equipment.

C. Place cotton waste, cloths, and material, which may constitute a fire hazard in closed metal containers and remove daily from site

2.3 SURFACE PREPARATION:

A. All exterior and undercover surfaces to be painted or stained shall be cleaned and dry before application of materials. All loose paint, oxidized stain or calk, shall be removed by scraping, wire brushing, sanding, or pressure washing. All loose paint and loose materials will be contained on the drop cloths and removed from the premises as needed to prevent contamination of the lawn or other surrounding areas with paint residue.

B. Work includes but is not limited to re-nailing siding, countersinking nails. Putty nail holes, sanding and priming, as necessary. Contractor shall fill all Woodpecker holes and voids with Synko exterior spackling paste or approved equal. All wood filler applied shall be allowed adequate time to cure before final preparation.

C. Contractor shall sand all repaired surfaces smooth. Manufacturer’s directions for surface preparation and application of coatings shall be strictly adhered to, including temperature and humidity limitations. Contractor shall follow any additional surface preparation and priming instructions listed in the paint manufacturer’s specifications and recommendations.

D. Contractor shall remove old gutter and down spouts without damaging exterior wall or roof.

2.4 GENERAL APPLICATION:

A. Contractor shall use recommended primer wherever the structure surface has become exposed. Paint shall be applied on all surfaces in a manner so as to provide a uniform finish color as specified by the COR. Apply two coats, excluding necessary primers and secure the COR’s approval of each coat prior to proceeding with the next.

B. Apply material in strict accordance with the manufacturer’s specifications and recommendations.

C. Apply material evenly without runs, sags, and other defects.

D. Cover each surface completely to provide uniform color and appearance. Leave moldings, trim, ornaments, edges, and millwork clean and true to details without excess paint in corners or depressions. Make edges of paint adjoining other materials or color sharp and clean, without overlap.

E. Use minimum drying time, as recommended by manufacturer. The contractor shall not apply each succeeding coat until the undercoat is thoroughly dry.

F. Contractor shall install new gutter and down spouts in the same manner as the ones that were removed, and any mounting holes not used will be filled with Synko exterior spackling paste or approved equal. Wood filler shall be sanded smooth and painted before installation of new gutter.

2.5 CONSTRUCTION SITE MAINTENANCE:

A. The Contractor shall maintain work site in a safe, neat, and orderly manner. All supplies and equipment on the project site shall be stored to avoid any damage.

B. Limited space will be made for the storage of materials, which shall be stored in a clean and neat condition as approved by the COR.

C. All paint scrapings, mud, dirt, debris, foreign objects, or spills of any kind from the contractor’s operations shall be cleaned up daily or as requested by the COR.

D. All Contractor generated refuse and waste shall be hauled from the work site daily. This refuse and waste material shall be hauled in trucks with tight fitting covers to prevent spillage on roadways.

E. It shall be the Contractor’s responsibility to take whatever measures are necessary to assure the protection of the Nez Perce National Historical Park assets and to perform the work so as to cause minimal disruption of ongoing activities near occupied areas.

F. The Contractor assumes the risk and responsibility for the loss or damage to National Park Service furnished property.

G. Upon Completion of work, remove equipment, temporary barriers and all debris and rubbish. Legally dispose of all trash, debris, and rubbish off National Park Service property.

2.6 ENVIRONMENTAL CONCERNS AND SAFETY STANDARDS:

A. The Contractor and each of their employees must work in compliance with all applicable OSHA, Federal, state, and local safety laws and regulations.

B. The Contractor shall provide and ensure that all personnel at the work site use the proper Personal Protective Equipment (PPE) required by OSHA and that a Competent Person is present. When scaffolding or manlift is used, the Contractor shall ensure the appropriate fall arrest systems are worn and the employees are trained and certified for that system.

C. The Contractor shall take all necessary precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to employees, visitors, properties, equipment, and vehicles.

D. Damage caused by the Contractor to any properties shall be repaired or replaced to the satisfaction of the Nez Perce National Historical Park at the expense of the Contractor, Nez Perce National Historical Park at its sole discretion, may elect to repair or replace the damaged property, and deduct such costs from monies due the Contractor.

E. The Contractor shall not leave any tools, parts and/or supplies unattended in the public area at any time while performing the work.

PART 3: CLOSE OUT PROCEDURES QUALITY ASSURANCE, WARRANTY, AND

PAYMENT:

3.1 SUBSTANTIAL COMPLETION AND FINAL INSPECTION OF WORK

A. When the project, or a designated portion of the project, is substantially complete, the Contractor shall request a pre-final inspection in writing at least seven (7) calendar days in advance of the inspection date.

B. If the work is determined to be substantially complete at the pre-final inspection, the Contracting Officer will prepare a Letter of Substantial Completion with a Punch List of deficiencies to be corrected before final inspection / acceptance. The Contractor shall complete the work described in the Punch List within thirty (30) calendar days, as weather permits. Once all Punch List work is complete, the Contractor shall request a final inspection in writing to arrange for the confirmation of punch-list completion.

C. If the Contractor fails to complete the Punch List work within this timeframe, the Contracting Officer may either replace or correct the work with an appropriate reduction in the contract price or charge for re-inspection costs in accordance with the Inspection of Construction clause of the contract.

D. If the work is determined to be not substantially complete at the time of the pre-final inspection, the Contracting Officer will notify the Contractor in writing. The Contractor may request a new pre-final inspection; however, all re-inspection costs may be charged against the Contractor in accordance with the Inspection of Construction clause of the contract.

E. After all deficiencies have been corrected and the project is complete, a Letter of Final Acceptance will be issued by the Contracting Officer.

3.2 CLOSE OUT SUBMITTALS

A. Provide a one (1) year Contractor issued warranty on all workmanship starting from the date of final acceptance.

B. Provide final certifications if applicable.

C. Upon completion of this work, Contractor shall provide the COR with one quart sample of each type and color of paint used in this contract. Also, provide a final paint schedule listing for each type of paint material used, the manufacturer, product name and/or number, color name and/or number and locations installed.

3.3 POST CONSTRUCTION INSPECTION-BEFORE EXPIRATION OF WARRANTY

PERIOD

Before expiration of warranty period, the Contracting Officer will inspect the project and notify the Contractor in writing if there are any deficiencies of the project.

PICTURES: See pages 10-15

West side: Entrance

West side

South side

East side

East side and under patio

North side

West side graphics

7” commercial gutter

Gutter profile

2ea Down spouts

Down spout and drain tube

Down spout and drain tube

File details come from the government source that posted it. Updated .