4_Lazy_F_Stabilization_Scope_of_Work_FINAL.docx

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GRTE 4 LAZY F RANCH STABILIZATION Federal contract opportunity
Solicitation number
140P1421Q0063
Issued by
Department of the Interior National Park Service Intermountain Region

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Amendment_2_-_Questions_and_Answers_0002.docx DOCX document
Sol_140P1421Q0063_Amd_0002.pdf PDF
Amendment_1_-_140P1421Q0063_Price_Schedule_0001.docx DOCX document
Amendment_1_-_Main_Lodge_Floor_Plan_0001.pdf PDF
Amendment_1_-_Garage_Floor_Plan_0001.pdf PDF
Sol_140P1421Q0063_Amd_0001.pdf PDF
B03_Teton_County_Wage_Determinations_Building_WY20200017_03192021.pdf PDF
Sol_140P1421Q0063.pdf PDF

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SCOPE OF WORK

4 Lazy F Ranch Stabilization Grand Teton National Park

I. GENERAL

1. Background Information: This Scope of Work (SOW) outlines tasks to perform stabilization of the Main Lodge, Garage and Barn at the historic 4 Lazy F Ranch in Grand Teton National Park (GTNP).

The ranch is located approximately 1.5 miles north of Moose, WY and is situated above the shore of the Snake River.

The 4 Lazy F Ranch was listed as a historic district in the National Register of Historic Places in 1990 and the Main Lodge, Garage and Barn are all contributing buildings. The ranch has been unused for many years and all of the buildings are showing signs of deterioration. GTNP has plans to utilize the ranch buildings for seasonal housing in the future, so it’s important to stabilize the buildings now to prevent further deterioration.
The Main Lodge roof consists of a low sloped main gable roof with two smaller gables off of the front and the back and three small shed roofs on the side elevations. The existing asphalt rolled roof surface is deteriorated and missing in many places which as caused water damage to the sheathing. The Garage is a rectangular log structure with three open bays on the south elevation. The low sloped asphalt roof collapsed under snow load in the winter of 2020. Finally, the Barn has a gambrel main roof with two low sloped shed roofs on each side with log walls. The interior log walls are beginning to bow under the winter snow loads. The main, wood sliding barn doors are no longer able to slide in the tracks and visitors continue to tamper with the doors trying to move them which causes damage to the doors’ components. The wood doors themselves are also deteriorated due to sun and moisture exposure.

2. Acronyms:

a. CO means the Government Contracting Agency’s “Contracting Officer” for this project.

b. COR means the CO’s designated “Contracting Officer’s Representative” for this project.

II. SPECIFICATIONS AND SCOPE

1. Description of Work: The work will consist of the Contractor, in accordance with local, state, and federal regulations, and the terms and conditions of the solicitation/contract, providing all labor, supervision, materials (unless specified elsewhere in this Scope of Work), tools, equipment, supplies, transportation, vehicles, and other items, services and incidentals necessary to perform the specified stabilization work at the Main Lodge, Garage and Barn at the 4 Lazy F Ranch in GTNP. All work required by the project documents to successfully and satisfactorily complete the work in its entirety, will be performed by the Contractor, to include minor items/services that may not be specifically mentioned in the project documents.

2. Location: The Main Lodge, Garage and Barn are each located within the 4 Lazy F Ranch Historic District, 1.5 miles north of Moose, WY at the end of the 4 Lazy F Ranch Road. Moose, WY is located approximately 14 miles north of Jackson, WY.

3. Project Tasks: The Contractor will be required to perform stabilization work on the following three historic log structures. All work shall be in accordance with the Secretary of Interior’s Standards for the Treatment of Historic Properties. All work is to be performed in accordance with applicable Federal, State, and local regulations, including requirements of OSHA, EPA, ADEQ, and county regulations that apply for each location.

a. ( Main Lodge front elevation )Main Lodge: The Main Lodge is a historic log structure with a main low sloped gable roof and a gable roof to the front and the back of the building, roof measuring approximately 36 ’x 84’ (to be verified by contractor). There are also 3 small low sloped shed roofs on the side elevations. The existing roofing is green rolled roofing which is deteriorated and either falling off or in clumps on the roof. This project will provide a temporary roof for the next few years and winters to prevent further moisture damage before a larger rehabilitation project to the building can happen in the future.

Roof Eave Detail, typ.

) The Contractor will be responsible for the installation of a temporary roofing layer over the existing roof surface. The work includes preparing and cleaning the existing roof surface by removing loose asphalt roofing, removing or securing any existing loose or protruding roofing fasteners, and removing and replacing any broken eave boards. Then a layer of ¾” plywood shall be installed and attached over the entire roof followed by a layer of ice and water shield over the whole roof and down the eaves. Next the contractor is responsible for installing green rolled roofing over the entire roof and eaves, color to be approved by COR. Roofs to include the whole main roof, shed roof and porch shed roofs. Install all roofing materials per detail provided and manufacturer’s specifications.

b. ( Garage front elevation )Garage: The log garage approximately 33’ x 24’ (contractor to verify) has three solid log walls and the south wall has three open bays with log posts. The building collapsed under heavy snow loads and needs the damaged material to be removed and the remain structure to be stabilized.

The Contractor will be responsible for stabilizing the partially collapsed Garage building. Work includes removing and properly disposing of all damaged material from the roof collapse including roofing and fascia material, roof sheathing, fasteners, log purlins and log supports. The log walls, windows and opening shall be protected from further collapse during the removal process. Next the contractor is responsible for replacing deteriorated sill logs and two deteriorated posts approximately 8’ tall on the south elevation. All log walls should be stabilized by installing a vertical 2x8 pressure treated board on each side of the wall, then bolting through each board and chinking 1’ from the top and bottom of the wall. The vertical “sandwich” brace will then be supported on the interior and exterior of the wall with a wood 2x8 pressure treated angle brace attached ¾ the way up the wall then down to the ground. Finally, all of the log and wood surfaces will be treated with raw linseed oil to help protect it from further moisture and sun damage. Linseed oil will be provided by GTNP.

c. Barn: The Contractor will be responsible for stabilizing the west interior log wall and perform repairs to the main wood barn doors. The log wall has two 3x boards on either side of the western interior log wall, which beginning to bow. In order to prevent further bowing and potential wall collapse, the contractor will install three through-bolts evenly along the height of the existing vertical boards through the chinking. Do not drill through any logs.

Barn front elevation ) In addition, the historic sliding wood, board and batten, barn doors will be repaired then rehung in their metal tracks and secured in place. The contractor shall reattach any loose door boards to prevent them from detaching further. One of the two metal tracks is on the ground and will be reattached to the building in its original location, so the doors can function again. Then the doors will be rehung in their metal tracks. Minor repairs to the tracks and rollers should be made to ensure the doors roll more smoothly, ensuring any repairs protect the historic fabric. Next, both sliding doors will be secured in the open position using means that cause minimal damage to the historic fabric to prevent visitors from trying to open and close the doors, which causes more damage to the doors and tracks. A door sweep should be added to the interior of the two hinged doors to prevent snow and debris from entering under the door. A snow barrier should be installed over the base of the wood doors to prevent snow build up at the base of the doors in the winter. Finally, red linseed oil based paint will be applied to both sliding doors and both hinged doors on all wood door surfaces, metal door hardware and the metal track. Linseed oil based paint will be provided by GTNP.

III. JOB CONDITIONS AND CONTRACTOR’S USE OF PREMISES

1. Hours of Contractor Performance, Points of Contact, and Work Coordination

a. Work shall be performed between the standard hours of 7:00 p.m. and 5:00 a.m. local time, Monday through Friday, excluding federal holidays, and except when otherwise indicated by the Contracting Officer. Work outside the standard hours is prohibited unless approved by the CO.

Federal Holidays

Independence DayJuly 4
Labor Day1st Monday in September
Columbus Day2nd Monday in October

b. Work Coordination: Before initiating any work, the Contractor shall meet with the COR and agree on: a sequence stabilization work sites, communications; the location of barriers; use of Park restrooms if approved by the COR; and any other incidentals to the project.

c. Project Superintendent: You must employ a full-time site Superintendent for the project. The site Superintendent’s duties shall include the overall management of the project, coordination of the sub- contractors work, and liaison with the Contracting Officer and the Project Inspector. No work shall be performed without the presence of the superintendent or a competent representative on the job-site. A competent representative is as defined by the Occupational Safety and Health Administration (OSHA) Standards for Construction Industry part 1926.32, Definitions (29 C.F.R. 1926 OSHA)

d. 24‐Hour Point of Contact: Provide the CO and COR with a 24‐hour number or numbers where the designated project Superintendent and an alternate can be contacted at any time.

e. Park Dispatch Number: If unable to reach the COR by phone or in case of emergency, contact the Park’s Dispatch Center at 1-(307) 739-3301 or 911.

f. Utilities Interruption: No interruption should be needed for this project but, any work which requires the interruption of Park utilities must be coordinated with the PI at least two (2) workdays in advance of the interruption. Do not proceed with utility interruptions without the PI’s written permission.

2. Public Use Areas

a. The work to be performed is on government property. Contractor’s operations should be conducted to respect the public nature of these properties and, to the extent practical, not to interfere with the public’s visitation and use of the surrounding facilities/grounds/river.

b. Extreme care shall be used when entering, leaving, or operating at the site. Contractor is to provide adequate barriers and/or construction fences and signage in work areas to protect public from entering construction areas and from injury.

c. The Contractor will keep all entrances, vehicular circulation lanes, and pedestrian circulation walks clear during normal operating hours.

d. Safety of visitors, staff, and workers is of the highest priority.

3. Site Use

a. Site Access and Parking: The COR will identify parking areas for Contractor’s vehicles on a case-by-case basis. Vehicles and trailers must be removed at the end of each workday unless arrangements between the Contractor and COR have been specifically coordinated in advance.

b. Field Office: The Contractor is not required nor authorized to provide or stage a field office or trailer in the performance of this contract.

c. Staging: Only upon approval by the COR may the Contractor be allowed a staging area for Contractor’s staging of equipment, tools, supplies, products, parts, materials or other items used in the performance of this contract. The location of the staging area will be designated by the COR.

d. Lodging: Establishment of a camp within the Park will not be permitted. A contractor RV site may be available upon request at the Gros Ventre Campground for a fee.

e. Restrooms: There is a public pit toilet 1.5 miles south of the construction site on the 4 Lazy F Ranch Road that is available for contractor use. Or contractor can bring a porta potty to the site at their expense.

4. Protection of Government Properties

a. Preservation of Structures: Every precaution shall be taken to prevent damage to the structures and the surrounding areas (including surrounding historic buildings and vegetation). Do not disturb any area outside the construction limits. Should any damage be incurred as a result of the Contractor’s operations, it will be repaired and/or the damaged materials replaced, in kind, by the Contractor, to the satisfaction of the Contracting Officer at no additional expense to the Government.

b. Protection of Existing Utilities: Before service work begins, the Contractor shall locate all utilities in the vicinity of any ground disturbance. The Contractor shall be responsible for complying with all regulations pertaining to utilities in the State where work is to be performed. The Contractor shall assume all risks for all utilities located in the vicinity of his work, whether above or below the ground surface. The Contractor shall also be responsible for all damages and assume all expenses for direct or indirect injury caused by his work, to any of the utilities, or any person or property by reason of injury to them, whether such utilities are or are not shown on the drawings, once they have been uncovered by the work.

c. Permits: It is the Contractor’s responsibility to arrange for the marking of utilities and acquiring any permits which may be required in the performance of the work.

5. Preservation of Natural and Cultural Resources:

a. Confine all operations within the work limits of the project. Exercise special care to leave the natural and cultural surroundings undamaged. Do not remove, cut, deface, injure, or destroy resources including buildings, trees, shrubs, vines, grasses, and topsoil outside of the roadway. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government. Contractor will be responsible for all costs associated with restoration of the project area.

b. Do not remove, injure, or destroy trees or other plants without prior approval of the CO. Consult with the CO to remove agreed‐on roots and branches that interfere with construction.

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

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

6. Equipment and Hauling

a. Equipment Restrictions: Use only equipment that can safely negotiate work area and as authorized by the CO.

b. All vehicles and equipment that enter the park and are staged in association with this project, will be inspected by the CO prior to their entry into the Park for mud, weeds, leaks, and other unwanted substances. Steam clean or power wash all earth-moving equipment (including hauling vehicles), inside of cabs and pile driver equipment so that it is clean of all mud and weed seed before their initial entry into the Park. Notify the CO a minimum of 48 hours prior to the entry of vehicles and equipment.

c. Hauling Restrictions: Contractor must comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the State load restrictions with such additional regulations as maybe imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve the Contractor of liability for damage which may result from moving material or equipment.

7. Security

a. The security of Contractor’s materials, tools, equipment and other properties remain the responsibility of the Contractor at all times. The Park will accept no responsibility and shall not be liable for Contractor’s properties left on site should they become lost, damaged or stolen at any time during the contract period.

b. Contractor shall comply with all security requirements as imposed by the Park, which may include but not limited to, Contractor’s and subcontractor’s personnel, drivers and vehicles being subject to checks for valid registration and wants/warrants. Individuals who do not pass the security check will not be authorized access to the site.

IV. POST AWARD

1. Accident Prevention / Safety

a. After contract award and before work begins, submit an Accident Prevention Program/Safety Plan. At a minimum, the Program shall include:

a. Name of responsible individual to carry out the program.

b. Safety meetings

c. First aid procedures

d. Outline the hazards associated with the work and the methods proposed to ensure property protection and safety of the public, Park personnel, and Contractor’s employees.

e. Training, initial and continuing

f. Planning for possible emergency situations such as fires, explosions, spills and or/other emergency situations giving consideration to the nature of the work, site conditions, and degree of exposure of persons and property.

b. The Contractor shall designate and have a Safety Coordinator on site at all times while work is being performed to oversee the Contractor’s Accident Prevention Program/Safety Plan. This may be a responsibility of the Contractor’s Project Superintendent.

c. Comply with all applicable National Park Service regulations and directives pertaining to security, safety, occupational health, fire, traffic, and personnel clearances while at Grand Teton National Park. The park rules are located at www.nps.gov/grte under the policies link. The CO can also provide if requested. Ensure subcontractors are briefed on the same and maintain documentation of such briefings.

d. Follow all OSHA, EPA, NEC, and ADA standards while performing work on site.

e. Install protective barriers to protect visitors and staff. The Contractor shall work with the CO to avoid or minimize interruptions to general visitor access.

f. Protect all exterior surfaces and areas, including landscaping, walks, drives, all adjacent building surfaces and equipment and any labels and signage from project operations and damage by using drop cloths, shields, masking, templates, or other suitable protective means.

g. Take all necessary precautionary and safety measures to prevent fire hazards and spontaneous combustion and to protect the environment from hazard spills. Materials that constitute a fire and/or environmental hazard (paints, solvents, drop clothes, etc.) shall be stored in suitable closed and rated containers or shall be removed from the site on a daily basis.

h. Where toxic and/or volatile / explosive / flammable materials are being used, provide adequate fireproof storage lockers and take all necessary precautions and post adequate warnings (e.g. no smoking) as required.

i. Dispose of contractor generated waste materials and other excess material outside the Park in accordance with federal, state, and local regulations.

j. During work stoppages (including overnights) and at completion of the project, clean work areas and properly dispose of all waste materials, debris, and supplies and store or remove equipment. Close and seal tightly partly used cans of materials including sealant and adhesive containers and store protected in well ventilated fire-safe area at moderate temperature. Do not leave materials where visitors could access when Contractor’s employees are absent from work area.

2. Quality Assurance

a. Contractor will be required to furnish a qualified individual who will be on site at all times while work is being performed to provide oversight of quality assurance. This individual can also be the Contractor’s Project Superintendent.

3. Post Award Conference: Within ten (10) calendar days after award of the contract and prior to the post award conference, the Contractor must provide and submit to the Contracting Officer for approval and acceptance, the following documents:

a. Certificate of Insurance

b. Alternate Payment Protection – Payment Bond or Irrevocable Letter of Credit

c. Accident Prevention Program/Safety Plan

d. Waste and Recycling Plan

e. Proposed Project Schedule

f. Letter designating your Project Superintendent, Alternate Site Superintendent, Safety Supervisor and Quality Control Supervisor. Also provide a 24-hour number(s) where the designated Site Superintendent and Alternate can be contacted at any time.

g. From the Wage Determination of this contract, a list of the position classifications to be used in the performance of this contract.

h. List of subcontractors, if any, along with description of work each will be performing, and a completed and signed SF-1413 Form (Statement and Acknowledgment) for each subcontractor.

4. Progress Meetings: The Contracting Officer may schedule progress meetings with Contractor throughout the duration of the contract. These will be held telephonically or at a location designated by the Contracting Officer.

5. Submittals:

a. Submit to the CO for approval all items as required by the contract documents. Submittals to be transmitted utilizing the NPS Transmittal form that will be provided by the CO.

b. The CO reserves the right to require submittals in addition to those called for in the contract documents. No materials will be installed or used until submittals have been approved and signed by the CO.

c. Upon CO’s receipt of contractor’s submittal(s), CO will return to the Contractor for disposition within three (3) business days.

d. If Contractor’s submittal has been disapproved, Contractor shall have three (3) business days to resubmit

6. Inspections (Interim and Final)

a. Interim Inspection: The Government retains the right to inspect Contractor’s work at any time throughout contract performance. Contractor’s work will not be considered accepted by the Government until a final inspection has been conducted by the Government and the work and materials are found to be acceptable.

b. Final Inspection

a. At the end of each work cycle, the contractor shall notify the Contracting Officer’s Representative when the work is complete and ready for acceptance by the COR.

b. All Contractor’s properties, equipment, tools and materials will be removed from the site and the site left in an acceptable condition at the end of each workday AND immediately upon completion of the contract work.

V. WARRANTY

1. Contractor will provide the workmanship and materials warranty in accordance with the Warranty of Construction clause of the contract.

2. There shall be a maximum 72-hour response time by the Contractor on all warranty items and services under this contract identified as either defective, faulty, malfunctioning or inoperative after acceptance of the work. Should it be determined by the Contracting Officer that warranty items/services, if not corrected immediately would cause, or potentially cause, harm or injury to persons or properties, or have a negative impact on Park operations, a response time sooner than 72 hours will be required of the Contractor.

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