Attachment_1_-_Goat_Lick_Fence_-_Scope_of_Work.docx

SCOPE OF WORK

INSTALLATION AND REPAIR OF WILDLIFE FENCE AT US-2 GOAT LICK WILDLIFE UNDERPASS

GLACIER NATIONAL PARK, MONTANA

FINAL – 01/25/2023

0.0 TABLE OF CONTENTS

1.0 Overview & Project Description

2.0 Existing Conditions

3.0 Scope of Work

4.0 Codes & Authorities

5.0 Required Meetings, Submittals, & Closeout

6.0 Special Conditions & Requirements

7.0 Period of Performance

8.0 Attachments

1.0 OVERVIEW & PROJECT DESCRIPTION

This project will install new sections of wildlife fence and remove and replace existing sections of wildlife fence at the US-2 Goat Lick Overpass bridge, located off of US-2 in Glacier National Park. There is existing wildlife fence on the west, but not the east end of the bridge. This allows visitors to access the wildlife underpass from the east end of the bridge, creating a human-wildlife safety concern.

New wildlife fence will be installed on the east end of the US-2 bridge on both sides of the highway. Repairs will be completed on existing wildlife fencing on the west end of the bridge. The repair and installation of this fencing will provide increased safety for both visitors and wildlife that frequent this area and will tie in with ongoing trail and viewing platform construction at the Goat Lick Overlook.

All work is to occur at the Goat Lick Overlook area, which is located approximately 2.7 miles east of Essex, MT and 2.0 miles east of the Walton Ranger Station on US Route 2.

There are three Contract Line Item Numbers (CLINs) for this project. Bid prices shall be provided for each CLIN. CLIN #1 is the base bid item, and CLINs #2 and #3 will be option items to be considered by NPS. CLINs #2 and #3 will be awarded at the discretion of NPS based on price.

Each CLIN shall include all preparation, mobilization, facilities, management, supervision, labor, subcontracts, equipment, materials, tools, testing, commissioning, training, permitting, insurance, bonds, taxes, and other costs incurred to complete the requirement as defined under Section 3.0 Scope of Work.

1.1. CLIN #1 Construction of New Wildlife Fence

1.2. Bid Option CLIN #2 Removal and Replacement of Existing Wildlife Fence

1.3. Bid Option CLIN #3 Repair of Existing Wildlife Fence

Refer to Section 2.0 Existing Conditions for a description of the existing conditions for each CLIN. Refer to Section 8.0 Attachments for a list of materials and data provided by NPS.

Important points of contact for this project are as follows:

Contracting Officer’s Representative (COR) Kirby Granite Project Manager/Civil Engineer Kirby_granite@nps.gov

(406) 890-5893

Contracting Officer Casey Pehrson NR MABO Contracting Officer Casey_peherson@nps.gov

Glacier National Park Dispatch

(406) 888-7801

2.0 EXISTING CONDITIONS

2.1. Review the attachments for a plan of the proposed fence repairs and site photos that show the conditions of the site as of November 2023.

2.2. CLIN #1 Construction of New Wildlife Fence

2.2.1. There is no fence installed at the southwest and southeast sides of the US-2 Goat Lick Overpass Bridge. This allows visitors to access the steep slopes that goats frequent, creating many potential hazards.

2.2.2. The fence alignment is marked. The alignment traverses steep slopes that cleared of vegetation.

2.3. Bid Option CLIN #2 Removal and Replacement of Existing Wildlife Fence

2.3.1. The existing fence at the at the southwest corner of the bridge located approximately 300 feet eastbound of the Goat Lick Overpass bridge is in poor condition. Soils have slumped, pushing the fence down the slope and creating a large gap in the fence that humans and wildlife may access.

2.4. Bid Option CLIN #3 Repair of Existing Wildlife Fence

2.4.1. The wildlife fence at the northeast corner of the Goat Lick Overpass bridge is in very poor condition. The section of fence starts at the bridge abutment, goes up a steep and unstable slope, and ends at a stable fence post at the top of the slope. The slope heavily eroded, causing several fence posts to be suspended above the ground surface. There are several large gaps in the fence that visitors and wildlife may access.

3.0 SCOPE OF WORK

3.1. The following task list does not dictate the sequence of construction. The Contractor shall determine the appropriate means and methods to accomplish the project objectives. Inspect all existing conditions and understand the full scope of related tasks. Bring any questions or unforeseen conditions to the attention of the CO.

3.2. CLIN #1 Construction of New Wildlife Fence

3.2.1. Chain link fence shall be installed off of the southwest and southeast sides of the US-2 Goat Lick Overpass bridge. Please refer to the attached documents for the approximate fence layout. The fence alignment is marked. These areas have been cleared of vegetation by NPS, but please note that the ground is uneven and on a steep slope.

3.2.2. The southeast run of fence shall be approximately 240 feet in length, starting at the northeast bridge abutment, continuing up the slope into the forest, and terminating at a marked point in the woods. Please note that this run crosses a natural gas transmission line owned by NorthWestern Energy. Coordinate all work in this area with NorthWestern Energy.

3.2.3. The southwest run of fence shall be approximately 135 feet in length, starting from the corner of the retaining wall at the southeast bridge abutment retaining wall and terminating at a marked tree at the newly constructed Goat Lick wildlife viewing platform. This run shall have a walk gate, minimum 3’ width, located near the bridge. This gate will be used for access by NPS and MDT personnel.

3.2.4. The fence shall conform to the following specifications. If the Contractor believes that an alternative fence design is more suitable to meet the project needs or is more cost effective, include the alternative fence design in the proposal.

a. Fabric: 96” height, 9 gauge GBW wire, 2” mesh size. Extend fabric to grade.

b. Top rail: 1-5/8” outer diameter DQ-40 pipe, 1.83 lbs/ft, joined with 1-5/8” sleeve

c. Line posts: 2-3/8” outer diameter DQ-40 pipe, 3.12 lbs/ft, maximum 10 foot spacing on-center, minimum 36” bury below grade. Line posts may be driven into ground or set in concrete.

1) Exception: post spacing of 24’ on center at the NorthWestern Energy gas transmission line (12’ on either side of the transmission line). Adequately brace this fence panel for strength and rigidity. Coordinate work in this area with NorthWestern Energy. The Contractor shall call Montana 811 at least three business days prior to work in this area. Ensure all utilities have been properly marked prior to work.

d. Terminal posts: 2-7/8” outer diameter DQ-40 pipe, 4.64 lbs/ft, minimum 36” bury below grade. Terminal posts may be driven into ground or set in concrete.

e. Bracing: terminal posts braced and trussed to nearest line post with 1-5/8” outer diameter DQ-40 pipe and industrial truss rod tightener

f. Tension wire: 7-gauge solid spring, Class III, attached to top and bottom of fence with 9-gauge steel hog ring spaced 24” on-center

g. Fittings: regular brace band and carriage bolt, pressed steel rail end, pressed steel eye-top, pressed steel cap, 3/16” x 3/4” tension bar, regular tension band and carriage bolt

h. Tie-wire: 8-1/2” length 11-gauge steel drill tie tie-wire spaced 15” on-center for line posts, 6-1/2” length 11-guage steel drill tie tie-wire spaced 24” on-center for rails

3.3. Bid Option CLIN #2 Removal and Replacement of Existing Wildlife Fence

3.3.1. This work is to occur at the southwest corner of the bridge located approximately 300 feet eastbound of the Goat Lick Overpass bridge.

a. Remove and dispose of approximately 32 linear feet of damaged wildlife fence.

b. There is a fence section (6 feet in length) under the bridge deck that is in good condition and shall remain in place. This section is adjacent to a 3’ width walk gate that is also in acceptable condition, but has been separated from the remainder of the fence.

c. Construct a new wildlife fence, approximately 32’ in length, spanning from the southwest bridge retaining wall to the existing walk gate. Tie the existing gate section into the new fence.

d. Follow the fence specifications outlined in the Section 3.3.4. above with the exception that this fence section shall be 72” in height rather than 96”.

3.4. Bid Option CLIN #3 Repair of Existing Wildlife Fence

3.4.1. This work is to occur at the northeast corner of the Goat Lick Overpass bridge. The section of fence to be repaired starts at the bridge abutment, goes up a steep and unstable slope, and ends at a stable fence post at the top of the slope. The slope heavily eroded, causing several fence posts to be suspended above the ground surface. Rails, fittings, tension wire, tie wire, and other fence components are damaged or missing and in need of replacement.

a. Remove and replace approximately 60 linear feet of fence.

b. For all new fence elements, follow the fence specifications outlined in the Section 3.3.4. above. This fence section shall be 96” in height.

4.0 CODES & AUTHORITIES

4.1. All work shall be performed in accordance with the following codes. Should codes conflict, the more stringent requirement shall apply.

4.1.1. Health and Safety Codes

a. 29 CFR 1910 Occupational Safety And Health Standards

b. 29 CFR 1926 Safety And Health Regulations For Construction

c. NFPA 241 Standards For Safeguarding Construction, Alteration, And Demolition Operations

4.1.2. Montana State Codes

a. Montana Dept. of Transportation Standard Specifications for Road and Bridge Construction 2020, V5.0

4.1.3. Building Codes

a. 2023 NFPA 70 National Electric Code

b. 2024 ICC I-Codes

4.1.4. Traffic Control

a. MUTCD US Dept. of Transportation Manual on Uniform Traffic Control Devices

5.0 REQUIRED MEETINGS, SUBMITTALS, PAYMENTS, & CLOSEOUT

5.1. Pre-Construction Meeting

5.1.1. A pre-construction meeting will be held online with the Contractor, CO, COR, and NPS to cover basic procedures and regulations. This meeting will include, at minimum: discussions on Park rules and regulations, wildlife management, correspondence procedures, progress meetings, lines of authority, roles and responsibilities, coordination of subcontractors, submittal procedures, construction schedule, progress payments, acceptance and rejection of work, liquidated damages, labor standards, payroll reports, contract modifications, accident prevention, quality control, waste management and recycling, emergency procedures, road and site constraints, environmental considerations, and value engineering.

5.1.2. Meeting notes will be recorded and distributed by the COR.

5.2. Progress Meetings

5.2.1. Regular progress meetings may be required at the discretion of the CO. Progress meetings shall include, at minimum: submittal status, RFIs, contract modifications, work progress, schedule updates, and status of project record drawings or operation and maintenance manuals.

5.2.2. Meeting notes will be recorded and distributed by the COR.

5.3. Submittals

5.3.1. Submittals will be reviewed by the COR and CO. Submit at least 14 days prior to needed approval.

5.3.2. Submit the following items within 10 days of contract award. Once approved, the CO will issue the Notice to Proceed.

a. Performance Bonds

b. Certificate of Insurance

c. SF1413 forms for all Contractors and Subcontractors

5.3.3. Submit the following items after contract award but before the start of work using the provided NPS CM-16 form. Submittals shall be specific to the project.

a. Material technical data sheets for all proposed materials

b. Letter of Site Superintendent Designation

c. List of all Subcontractors (shall match that given in the Contractor’s proposal)

d. Final Construction Schedule

e. Schedule of Values (see Section 5.4)

f. Safety and Accident Prevention Plan (see Section 6.12), including discussion of the following:

1) Hazardous spills

2) Visitor management

3) Traffic management

g. Waste Management and Recycling Plan

5.3.4. Submit the following items during work or prior to requesting a final inspection using the provided NPS CM-16 form:

a. Contractor Daily Reports

b. Contractor Quality Control Reports

c. Digital Photos

5.4. Payments

5.4.1. The Contractor shall submit progress payments (for approval by the COR) based on the actual percentage of work completed by items listed in the approved Schedule of Values or by Contract Line Item.

a. The Schedule of Values shall include a breakdown of work items within each CLIN into discrete work elements or deliverables for which payments may be requested. Include mobilization, general conditions, overhead, and profit with each item rather than as separate items.

b. The CO may request data to verify the accuracy progress payments.

5.4.2. The Contractor shall provide all field notes, invoices and payroll reports, and other records relating to the basis of payment to the CO. The CO shall use these items as necessary to determine the final amount of progress payments.

5.5. Project Closeout

5.5.1. Submittals

a. Submit all deliverables listed in Section 5.3 Submittals and make any corrections required by the CO’s review.

5.5.2. Final Cleaning

a. The Contractor shall perform a final cleaning of the project area, including removal of all tools, equipment, materials, waste, and any grease, stains, labels, or other foreign materials. The project area shall be clean and ready for use by NPS and the public.

5.5.3. Substantial Completion, Final Inspection, and Acceptance

a. Submit written certification that the project, or designated portion of the project, is substantially complete and ready for final inspection. After final inspections, the CO will issue a punch list for any deficiencies noted. The CO will issue a Letter of Substantial Completion.

b. All deficiencies shall be corrected within 30 days, weather permitting. The CO will issue a Letter of Acceptance when all deficiencies are corrected. If the Contractor fails to complete the work within 30 days of issuance of the punch list, weather permitting. The CO may either replace or correct the work with an appropriate reduction in the contract price or charge for re-inspection costs.

6.0 SPECIAL CONDITIONS & REQUIREMENTS

6.1. Wildlife Protection

6.1.1. Wildlife protections is of utmost importance. All Contractors and Subcontractors shall receive a briefing on working around wildlife, including bears, prior to the start of work. Notify the CO at least 14 days prior to the start of work to schedule this briefing. All construction personnel are required to fully understand and abide by all Park requirements, which will be strictly enforced at all times. Failure to comply may result in a citation and fine. A copy of Bear, Wildlife, and Sanitation Requirements While Working in Glacier National Park will be provided to the Contractor. Key points of this document include:

a. Food handling and storage

1) When not in use, food, beverages, containers, and utensils shall be kept inside of buildings, enclosed vehicles or trailers, storage sheds, or bear-proof coolers.

b. Material handling and storage

1) Mortar bags are known to attract goats, sheep, and deer. These materials should be kept under tarps to deter wildlife.

c. Petroleum product, antifreeze, and chemical handling and storage

1) Petroleum products, antifreeze, and other chemicals are known to attract and kill wildlife. When not in use, these materials shall be kept in bear-resistant containers.

d. Equipment use, maintenance, and refueling

1) Leaky equipment should be repaired immediately.

2) Refueling and servicing shall not occur within 100 feet of a water body.

e. Sanitation requirements, including site cleanliness, trash handling and disposal, and portable toilet requirements

1) Portable toilets must be lockable and be firmly staked into the ground to resist the force of 70 mph winds, or that of a curious grizzly bear.

2) Construction debris and trash must be disposed of in bear-proof bins or dumpsters, unless kept inside of buildings, enclosed vehicles or trailers, storage sheds, or bear-proof containers.

3) Construction debris and food waste shall not be mixed.

4) Immediately collect and contain scraps and waste.

f. Wildlife safety and potential wildlife interactions

1) All personnel should have bear spray readily available.

2) Activities shall be suspended if a bear, wolf, mountain lion, or other aggressive, conditioned, or habituated animal comes near the construction area and creates a potential human-wildlife conflict. Notify Park Rangers immediately for resolution of the potential conflict.

3) Report wildlife sightings to the CO and COR.

6.1.2. Protect natural habitats, including nests, and ecological systems at or near the project site.

6.1.3. Protect any unknown or undiscovered threatened, endangered, or special status species. Immediately stop work and contact the CO and COR if these species are found at the site.

6.2. Natural Resource Protection

6.2.1. Air, Water, and Soil Pollution

a. Employ construction practices that minimize dust production and combustion byproducts.

b. Avoid materials that can leach toxic chemicals into the groundwater. Do not allow toxic chemicals to enter sewers or storm drains. Apply Best Management Practices, including vehicle wash-down areas, equipment storage and maintenance areas protection, and roadway sweeping related to hauling activities.

c. Air quality impacts are expected to be temporary and localized. To reduce tailpipe emissions, vehicles and equipment shall not be left idling any longer than is necessary for safety and mechanical reasons.

d. Volatile wastes shall be stored according to best industry practices and in covered containers.

e. Repair leaky equipment immediately.

1) Do not use equipment that is leaking.

2) Keep a supply of acceptable absorbent materials at the job site in the event of spills.

3) Acceptable absorbent materials are those manufactured specifically for containment and clean-up of hazardous materials.

f. Protect against erosion, contamination, and topsoil depletion.

6.2.2. Invasive Species

a. To prevent the introduction of noxious weeds to the Park, the Contractor shall thoroughly pressure wash all earth-moving and off-road vehicles and equipment with minimum 122°F water at 2,900 psi prior to entering the Park. All equipment must be free of soils, plant matter, and other debris, as determined the COR. Coordinate inspections with the COR at least two business days prior to bringing equipment to the Park. Failed inspections must be corrected at the Contractor’s expense. Vehicles and equipment that are reentering the Park does not have to be cleaned again, provided that it has not operated on a different jobsite. Coordinate with the COR.

b. To prevent the introduction of aquatic invasive species into the Park, all water pumps, hoses, and tanks for use in water bodies must be chlorinated with a 200 ppm chlorine solution. Use a powder calcium hypochlorite or liquid bleach sodium hypochlorite. Allow the solution to stand for at least 12 hours and test to verify that a minimum 150 ppm is present. Chlorinated water shall be disposed of outside of the Park. Vehicles and equipment that is reentering the Park does not have to be chlorinated again, provided that it has not operated on a different jobsite. Coordinate with the COR.

c. All imported rocks, gravel, fill, or topsoil must be sourced from a NPS approved weed-free source.

6.2.3. Soundscapes

a. Minimize noise generated during construction.

6.3. Cultural Resource Protection

6.3.1. The discovery of archeological resources is not anticipated during this project. Work shall be immediately stopped and the Contractor shall notify the CO and COR if archeological resources are discovered during construction. The archeology and cultural resources team will document the location of the findings and, if necessary, develop an appropriate mitigation plan. The Contractor may be required stop work at the location of the findings and move elsewhere until given clearance from the CO.

6.4. Visitor Management

6.4.1. Incorporate visitor management and traffic control precautions and procedures into the Safety and Accident Prevention Plan as outlined in Section 6.11 Safety and Accident Prevention.

a. Please note that much of the work is in or near the US-2 right-of-way. US-2 has a 55 mph speed limit and has high traffic volumes, especially in the spring and summer months.

6.4.2. The Contractor is responsible for jobsite safety and security. The Contractor shall secure the jobsite to prevent any potential hazards to visitors and NPS staff at all times.

6.4.3. Minimize interference with NPS operations, visitors, and traffic near the project area. Coordinate with NPS.

6.5. Contractor Access to the Park and Facilities

6.5.1. The Park does not provide lodging or campsites to Contractors. The Contractor shall not set up camp at (or near) the project site. The Contractor is responsible for finding accommodations on their own.

6.5.2. Coordinate with the COR for access to gates and buildings. The Contractor shall be responsible for safekeeping any loaned keys. The Contractor shall pay to replace lost or damaged keys.

6.6. Contractor Use of Utilities

6.6.1. There is no water, electric, internet, or cell service available at the project site. Plan accordingly.

6.6.2. A vault toilet is available for contractor use in the Goat Lick parking area. For the comfort of all Park visitors, please make effort to keep this building as clean as it was found.

6.6.3. The contractor shall fully remove all temporary facilities prior to the final inspection.

6.6.4. Call Montana 811 at least three business days in advance of anticipated ground disturbance. The Contractor shall ensure that all utilities are properly marked for the duration of ground disturbing work.

a. Please note that the proposed wildlife fence will cross a buried NorthWestern Energy natural gas transmission line on the north side of US-2. Coordinate all work in this area with NorthWestern Energy. Do not disturb the ground within ten feet on either side of the transmission line.

6.6.5. Keep utility service disruptions to a minimum. If disrupting NPS owned utilities, coordinate with the CO, COR, and NPS at least two weeks in advance of any utility disruptions. Coordinate with other utility providers and follow the utility provider’s procedures if other utilities will be disrupted or potentially affected.

6.6.6. Accidental utility disruptions shall immediately by remedied at no cost to NPS.

6.7. Contractor Use of Site

6.7.1. The Contractor shall keep the site neat and orderly at all times. Schedule regular “housekeeping” to ensure this. The site must always be free of wildlife attractants and potential hazards to NPS and visitors.

6.7.2. The Contractor shall be responsible for any damage caused by the Contractor that is outside of the scope of this project.

6.7.3. The Contractor shall minimize the footprint of the site.

6.7.4. The Contractor shall confine operations to within the defined limits of disturbance of the site.

a. The Contractor shall use construction fencing or barriers, or other methods as explained in the approved Safety and Accident Prevention Plan, to define a construction zone and deter non-construction personnel from entering the site. The Contractor shall not conduct activities outside of the construction zone.

6.7.5. The Contractor shall prevent undue damage to the site’s natural surroundings.

a. Provide temporary barriers to protect existing trees, plants, and root zones that are to remain in place. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with the CO. Remove agreed-upon roots and branches that interfere with construction. Do not fasten ropes, cables, or guys to existing trees. Carefully supervise excavation, grading, backfilling, and other construction operations near trees and plants to prevent damage.

b. The Contractor shall restore damaged areas outside of the limits of disturbance, including but not limited to, vegetation restoration and tree repair or replacement.

6.7.6. The Contractor shall allow for NPS occupation or visitation of the site and always keep driveways and entrances serving premises clear and available to NPS and emergency vehicles.

6.8. Vehicles, Equipment, Parking & Staging Areas

6.8.1. The Contractor shall clean vehicles and equipment to prevent the introduction of invasive species or noxious weeds into the Park, as described in Section 6.2. Natural Resource Protection above.

6.8.2. Comply with all local, state, and federal loading and hauling restrictions.

6.8.3. Parking and staging areas shall not obstruct emergency traffic, visitor traffic, or prevent NPS occupation or visitation of the site.

6.8.4. Do not park or operate vehicles and equipment on vegetated surfaces, unless within the defined limits of disturbance of the site. Do not damage trees or shrubs that are to remain.

6.8.5. Parking, staging, and storage is at the risk of the Contractor.

6.8.6. Parking and staging is allowed in the RV parking spots in the Goat Lick Overlook parking area. Coordinate all parking and staging areas with the COR.

6.9. Material Handling & Waste

6.9.1. The Contractor shall handle and store materials and waste as described in Section 6.1. Wildlife Protection above.

6.9.2. Materials shall be used efficiently. Select materials and use construction practices that achieve the most efficient use of resources and materials. Minimize waste generation due to over-packaging, poor planning, breakage, mishandling, contamination, error, or other factors. Reuse, recycle, or salvage as much of the waste generated as is economically feasible. Minimize waste disposal in landfills.

6.9.3. Materials shall be recycled to the maximum practical extent. Recyclable materials include carboard, paper, packaging, wood, containers, concrete, metals, drywall, paint, glass, and plastics.

6.9.4. All waste shall be disposed of outside of the Park in accordance with local, state, and federal requirements.

6.10. Field Engineering

6.10.1. The Contractor shall set initial construction stakes, establishing lines, slopes, grades, reference points, baselines, and benchmarks as required. The Contractor shall execute the work following these stakes and perform all additional staking necessary to complete the work.

6.10.2. All existing survey control utilized for this Project shall be preserved. Controls that are destroyed by the Contractor shall be replaced by the Contractor at their expense.

6.11. Quality Control

6.11.1. Quality Control Program

a. The quality of all work shall be the responsibility of the Contractor. Inspect and test all work as needed to ensure that the quality of materials, workmanship, construction, finish, and functional performance follows applicable specifications and drawings.

6.11.2. Enforcement

a. The Contractor shall stop work on any item or feature pending satisfactory correction of any deficiency noted by the CO.

6.12. Safety and Accident Prevention

6.12.1. Quality Assurance

a. A site-specific Safety and Accident Prevention Plan (SAPP) shall be developed by the Contractor to identify, assess, and mitigate potential hazards associated with the project through all phases of work. The SAPP should encompass detailed safety protocols, emergency response procedures, and protective measures aimed at ensuring the well-being of all contractor and subcontractor personnel, NPS employees, and visitors on or around the site.

b. A qualified and competent supervisor (and alternate supervisor, if applicable) shall be named to oversee and carry out the SAPP.

c. The Contractor shall that all employees are physically qualified to perform their assigned duties safely. Do not allow employees to work if their abilities are impaired. Operators of all equipment shall be able to understand signs, signals, and operating instructions and be capable of operating such equipment.

6.12.2. Hazardous Spills

a. The Contractor shall incorporate preventative measures to prevent hazardous spills into their SAPP. Hazardous spills shall be reported to Glacier Dispatch and CO immediately.

6.12.3. Safety Measures

a. The following shall be provided by the Contactor:

1) First Aid supplies

2) PPE that meets NIOSH and MSHA standards

3) Emergency instructions, including phone numbers and reporting instructions for Glacier Dispatch and emergency medical care.

4) Adequate egress at all times, following Life Safety Code NFPA 241

5) Hard hats for all employees and visitors

6) Posted signs in all designated hard hat areas

7) Hazardous spill clean-up kit

8) Fire prevention and protection equipment, as outlined in Section 6.13. Fire Prevention and Protection

b. Training

1) Provide training for first aid and hazardous material handling and storage.

2) On-site safety meetings with all personnel shall be conducted at least once per week.

c. Enforcement

1) The Contractor shall stop work on any item or feature pending satisfactory correction of any safety issue noted by any of the Contractor's staff, the subcontractor's staff, COR, or the CO.

d. Accident Reporting

1) Reportable accidents, defined as death, occupational disease, traumatic injury to Contractor's personnel, NPS employees or the public, property damage of any accident more than $100 and fires, must be reported immediately. Complete an Accident/Property Damage Report using the NPS standard Form CM-22 and forward to the CO within seven days.

6.13. Fire Prevention and Protection

6.13.1. Fire Safety

a. Observe and enforce standards of fire prevention. No open fires shall be allowed.

b. Capable and qualified person shall be in change for fire protection and prevention. Their responsibilities include locating and maintaining fire protection equipment and establishing and maintaining safe torch cutting and welding procedures.

6.13.2. Vehicles and Equipment

a. Provide one fire extinguisher on each vehicle or piece of equipment. A minimum of one fire extinguisher shall be readily available in all work areas. Extinguishers shall have a minimum UL rating of 2-A:10-B:C.

6.13.3. Hazard Control

a. Take all necessary precautions to prevent fire during construction. Do not store flammable or combustible liquids in enclosed areas. Provide adequate ventilation during use of volatile or noxious substances.

6.13.4. Spark Arrestors

a. Equip all gasoline or diesel-powered equipment used in potential forest or grass fire locations with spark arresters approved by the U. S. Forest Service. Written determinations of areas and periods of potential fire hazard will be issued by CO. Locate internal combustion equipment so that exhausts discharge well away from combustible materials. Shut down equipment before refueling.

6.13.5. Smoking

a. Smoking inside of structures near potentially combustible materials is prohibited. Cigarette butts shall be discarded in non-combustible containers and disposed of properly.

6.13.6. Welding and Grinding

a. Cutting by torch or grinding shall only be performed when adequate fire protection is provided and readily available.

6.13.7. Stage 2 Fire Restrictions

a. Should the Park enter Stage 2 Fire Restrictions during the period of performance, the Contractor may be required to obtain a Stage 2 Fire Restriction Exemption Permit from the GLAC Fire Management Office. Additional firefighting tools may be required to be readily available during work.

b. Stage 2 Fire Restrictions prohibit the following activities, without an exemption permit:

1) Building, maintaining, attending, or using a campfire

2) Smoking, outside of an enclosed vehicle or area clear of flammable materials

3) The following acts are prohibited between 1:00 pm and 1:00 am:

1. Operation of an internal combustion engine, except for use of generators with an approved spark arrestor in an enclosed vehicle or building or area cleared of any flammable materials within three feet of the generator.

2. Welding or use of a torch with an open flame

3. Use of explosives

4) Operation of motorized vehicles off designated roads or trails.

7.0 PERIOD OF PERFORMANCE

7.1. The period of performance for the completion of this project shall be from April 15, 2024 to June 28, 2024.

7.2. Work may generally be performed from 7 am to 6 pm, Monday to Friday. Weekends and holidays may be worked if approved at least two business days in advance by the COR and CO.

8.0 ATTACHMENTS

8.1. Goat Lick Fence - Scope of Work (this document)

8.2. Goat Lick Fence – Drawings and Photos

8.3. Goat Lick Fence – MDT Encroachment Permit

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