B08_SOW_NACE_245095_Revitalize_Park_Access_Points_260105_CO_Review_sw.docx

National Capital Parks-East (NACE)

Revitalize Park Access Points to Improve Visitor Experience – Fort Foote and Piscataway Parks

PMIS245095 PEPC129068

01/05/2026

Statement of Work

1.0 GENERAL

National Capital Parks East (NACE) consists of 14 park sites, parkways and statuary covering more than 8,000 acres of diverse historic, cultural, and recreational parklands from Capitol Hill to the nearby Maryland suburbs. These park units protect a broad range of locally, regionally, and nationally important resources that engage a broad spectrum of the population. These parks are distributed among 98 locations and total more than 8,000 acres.

2.0 PURPOSE AND BACKGROUND

2.1 The Statement of Work (SOW) consists of the repair of improved access and park visitor experience at Farmington Landing and Fort Foote by improving parking lots, access road, and visitor facilities; these areas are under the jurisdiction of the National Park Service (NPS).

The access roads and parking areas for Fort Foote and Farmington Landing are in poor condition, with poor drainage and standing water, potholes, barriers, and lack of signage, and do not provide a high-quality visitor experience or meet the Architectural Barriers Act (ABA) Chapter 10 Outdoor Recreational Standards Chapter 10 Outdoor Recreational Standards (ABA/ABAAS), Unites States Department of Transportation (USDOT), and the State of Maryland Department of Transportation (MDOT). Accessibility improvements include grading and re-surfacing with new crushed stone the existing parking lots at Farmington Landing and Fort Foote, as well as grading and re-surfacing with new crushed stone the Fort Foote access road, as well as replacing the existing vehicle barriers at both locations. Other improvements include the removal of damaged benches at Farmington Landing, replacement of the existing trash cans at both locations, addition of new trash cans at both locations, and the removal of the existing defunct composting toilet facility at Fort Foote.

Optional items in this scope include providing new picnic tables at Fort Foote and replacing in-kind Visitor Information Signage (VIS) at both locations.

It is strongly recommended that the contractor visit and inspect the site to verify all estimated quantities and existing conditions provided by the NPS and to observe the complexities of the project.

The term ‘Contractor’ herein, includes the prime contractor and all subordinate contractors employed on their behalf, and are subject to the same guidelines for this contract.

2.2 The scope of work includes, but is not limited to the following:

2.2.1 Performing traffic management and safety control measures along roadway(s) and parking lots at the project site(s).

2.2.2 Demolition of designated barriers/rails, and ancillary components as described in this document.

2.2.3 Repair of parking lots and driveways.

2.2.4 Addition/replacement of ancillary components as described in this document.

2.2.5 Proper disposal of old items and other waste materials.

2.2.6 Restoration of both areas to acceptable standards as detailed in this document.

3.0 TASKS

Note: All quantities are provided as information only. Contractors shall be responsible for verifying all measurements and acquiring all quantities of material to complete this requirement. The contractor shall bid accordingly for actual work described.

The contractor shall:

3.1 Provide all labor, supervision, materials, tools, supplies, transportation, license, certificates, permits, personal protection equipment, professional services, and equipment incidental to and necessary to provide the demolition of existing parking rails, repair and replacement of new Architectural Barriers Act Accessibility Standards (ABAAS) crushed stone driveways and parking lots, replacement-in-kind and installation new auxiliary items and VIS, and proper disposal of all wastes, thereafter, as specified in the SOW, on the designated portion of Farmington Landing and Fort Foote Parks. The contractor shall know and understand the complexities of replacement and repair for the prescribed work.

3.1.1 Location:

3.1.1.1 Farmington Landing, Wharf Road, Accokeek, Maryland 20607

3.1.1.2 Fort Foote, 8915 Fort Foote Road, Fort Washington, MD 20744

3.1.2 The contractor is responsible for the following to include, but not limited to:

3.1.2.1 Mobilization and Demobilization:

3.1.2.1.1 Confine staging and parking for vehicles, equipment, and materials to paved areas and parking areas as approved by the Contracting Officer Representative (COR) and designated park representative(s). Do not stage or use heavy machinery in vegetated areas, including turf, without prior written approval from COR.

3.1.2.1.2 Contractor must provide for methods to appropriately secure equipment and materials. Equipment and materials may be staged on an “as needed” basis; coordinate with the COR and designated park representative(s).

3.1.2.2.3 Furnish all products, materials and tools for proper demolition, installation and replacement to include, but not limited to the tasks as described in this SOW.

3.1.2.3 The government intends to temporarily close the parking areas during execution of this project. At Farmington Landing, the contractor is responsible for setting up a temporary and lockable gate to restrict vehicular access. The contractor shall provide a key or the access code to the government so they can open the gate should they need access. At Fort Foote there is an existing gate with a combination lock. The government will provide the combination to the contractor so they can gain access to the work site. The contractor shall not use this combination for anything other than working on this requirement.

3.1.2.4 Contractor to use ground protection to prevent damage to all paved and non-paved surfaces, for all vehicles, equipment and materials laydown. Cost and repair of damages will be the sole responsibility of the Contractor and will conform to the satisfaction of the CO/COR and designated park representative.

3.1.2.5 Farmington Landing:

3.1.2.5.1 All work to be completed extending from the edge of existing Wharf Road asphalt pavement to the edges of the existing gravel lot and in direct proximity of existing bench posts. The asphalt pavement is not considered part of this task and shall be protected from damage during completion of the work. No digging is to be done in areas outside of those included in this task list as Piscataway Park is a sensitive archeological site. See Section 14 Attachments for schematic plan of work area.

3.1.2.5.1 Demolish existing wooden parking guardrails, trash cans, benches.

3.1.2.5.1.1 Mark existing parking guardrail locations along outside perimeter of lot for replacement in kind in exact locations, to include personnel openings in between. Precise marking is required as all new posts must be in exact locations of old posts to minimize soil disturbance in sensitive archeological site.

3.1.2.5.1.2 Remove all posts, supports, etc. Dispose of all items IAW local guidelines for waste stream/recycling. When removing footings and anchors, dig minimally and only within direct proximity of existing. Avoid any unnecessary soil disturbance in sensitive archeological site. See Section 14 Attachments for schematic plan and section of limits of ground disturbance.

3.1.2.5.1.3 Parking guardrail demo and replacement tasks includes demo and prep for replacement in kind of all guardrail surrounding perimeter of lot and demo of guardrail at median surrounding existing tree and along interior side of kayak boat launch location/lane.

3.1.2.5.1.4 Bench demo tasks include removing benches at waterline and filling any residual holes with clean native soil. As available, fill with site soils from project excavation. If additional material is needed, use native soil blend or screened fill dirt. Compact to grade. Benches will not be replaced.

3.1.2.5.1.5 If suspected archeological resources or human remains are discovered while an NPS archeological monitor is not present, then all work shall cease, the contractor shall notify the park’s Cultural Resource Program Manager, and work shall not resume until the NPS Regional Archeology Program assesses the find and authorizes resumption of the activity. Work may proceed in other areas while the NPS Regional Archeology Program assesses archeological discoveries.

3.1.2.5.2 Excavate/remove 2-6” of material from non-paved gravel/crushed stone surface area, depth as required to provide for new finish crushed stone surface to be graded and flush at connections to existing asphalt road. Compact subgrade soil with roller or compactor.

3.1.2.5.2.1 Review proposed excavation depth within drip line of existing trees on-site with COR/POC. Keep excavation shallow to avoid damage to tree roots. Resolve elevation difference by installing less subbase as required. See Section 14 Attachments for schematic plan and section of limits of ground disturbance.

3.1.2.5.2.2 If suspected archeological resources or human remains are discovered while an NPS archeological monitor is not present, then all work shall cease, the contractor shall notify the park’s Cultural Resource Program Manager, and work shall not resume until the NPS Regional Archeology Program assesses the find and authorizes resumption of the activity. Work may proceed in other areas while the NPS Regional Archeology Program assesses archeological discoveries.

3.1.2.5.3 Provide and install commercial grade hot-dip galvanized steel edging, min 14 gauge, to reduce/prevent stone movement/shifting. Ensure border restraints are installed flush to ground to prevent tripping hazards.

3.1.2.5.4 Provide and install geotextile fabric on top of subgrade. Geotextile fabric to be woven polypropylene or polyester, tensile strength 600 lbs/ft or greater, permeability 50–100 g/m²/min, UV-stabilized, puncture resistance 100-200lbs, 0.3mm thick or greater.

3.1.2.5.5 At locations where gravel road has eroded along beach, install geotextile grid to stabilize soil. Geotextile grid to be woven polypropylene or polyester, tensile strength 600 lbs/ft or greater, permeability 1,000–2,000 g/m²/day, UV-stabilized, grid size to accommodate subbase stone material. Geotextile grid to be 12’ wide or cut to width of existing gravel area.

3.1.2.5.6 Provide and install min. 4” of subbase stone material; stone shall be coastal plain stone #3, 1" to 2-1/2". At locations where subgrade soil is eroded or has significant depressions, use additional subbase stone fill to achieve level subbase as required for final grading. Compact stone with roller or compactor.

3.1.2.5.7 Provide and install top course of crushed stone. Stone shall be coastal plain stone #8, 3/8" to 1/2". Color of stone shall be natural grays and browns and approved by COR/POC. Contractor to submit sample for approval prior to purchase. Compact stone with roller or compactor, to ensure tight, firm surface. Final surface to be level with a minimum of 2 percent, but no more than 5 percent grade to allow for proper drainage. Top course shall be compliant with ABAAS Chapter 10 Outdoor Recreational Standards.

3.1.2.5.8 Provide and install new wood parking guardrail. Guardrail only to be installed at locations of existing guardrail previously marked. See Section 14 Attachments for schematic plan.

3.1.2.5.8.1 Guardrail beams and posts shall be made of 6” x 8” pressure-treated AWPA UC4A Southern Yellow Pine. Beams are to be oriented with 8” height and 6” width. Posts are to be oriented with 8” along length of guardrail and 6” perpendicular to length. Posts are to be notched with 8” x 3” notch toward parking lot side. Detail mimics existing conditions. See Section 14 Attachments for standard diagrammatic detail.

3.1.2.5.8.1.1 Secure with new galvanized carriage bolts/locking nuts. Bolts shall be at least ½” in diameter.

3.1.2.5.8.1.2 Bolts shall not protrude no further than 1” beyond nut once tightened, so as to prevent/minimize snagging hazard.

3.1.2.5.8.2 Treat post below grade with rot resistant coating.

3.1.2.5.8.3 Post shall be secured in place with poured concrete footers. Depth of footers to be below the frost line as determined by the weather data for this region.

3.1.2.5.9 Provide and install (30) aluminum transom/wall mount fishing rod holders along horizontal parking guardrails, Tigress 66400 Straight Side Mount Transom Rod Holder or meets/exceeds the following salient characteristics: anodized aluminum, transom rod holder, approx. 8-1/2” long, 4 mounting holes. Space equally (3) rod holders per guardrail. Identify install locations on-site with COR/POC.

3.1.2.5.9.1 Secure rod holders with compatible mounting hardware per manufacturer instructions. Prevent direct contact between aluminum and galvanized steel.

3.1.2.5.10 Provide and install wood parking stops. See Section 14 Attachments for schematic plan.

3.1.2.5.10.1 Parking stops shall be made of 6” x 6” pressure-treated AWPA UC4A Southern Yellow Pine. Lengths are to be a minimum of 8’ and maximum of 10’, as required by site conditions.

3.1.2.5.10.1.1 Treat underside of stops with rot resistant coating.

3.1.2.5.10.1.2 Secure with new galvanized steel stakes. Stakes shall penetrate the ground to a minimum depth of 24”, and shall be installed with three stakes per stop, equally spaced, aligning with the centerline of the parking stop. Stakes shall be driven flush with top of parking stop to minimize tripping and snagging hazards.

3.1.2.5.12 Provide and install (4) new ABAAS-compliant powder coated 32 gallon wildlife resistant outdoor trash receptacles, Bitterroot Series B100 or meets/exceeds the following salient characteristics: steel receptacle with 2 mil epoxy primer and 2 mil polyester weather resistant coating, 32 gallon capacity, wildlife resistant gravity paddle latch which locks when door is released, side unloading door for easy maintenance, 1 yr manufacturer warranty. Coat color to be NPS Brown (NPS 1615, MP62376, PMS 1615, C10 M72 Y100 K46) or approved alternate manufacturer equivalent. Submit product sheet to COR/POC for approval prior to order. See Section 14 Attachments for schematic plan.

3.1.2.5.12.1 Include (32) gallon capacity heavy duty LDPE liner with handles for easy removal.

3.1.2.5.12.4 Pour new concrete pads to secure trash receptacles to prevent theft or unauthorized relocation. Do not remove more than 6” of existing gravel and/or topsoil to set concrete pad. Poured concrete to be 4” min. thick, on compacted gravel or crushed stone layer, and flush with new gravel top course. Reinforce concrete with wire mesh and ensure 1-2% slope for drainage. Allow to cure for at least seven days before anchoring trash receptacle.

3.1.2.5.13 Provide and plant one (1) native sycamore tree (Platanus occidentalis or approved regional equivalent) at the location shown on the plans or as directed by the COR.

3.1.2.5.13.1 Tree to be min 2.5” caliper, measured 6” above root flare, nursery-grown, single leader, symmetrical form. Conform to ANSI Z60.1.

3.1.2.5.13.2 Plant min. 5’-0” from existing tree stump and 6’-0” from road/parking edge or as otherwise directed on-site. Set tree plumb with root flare at or slightly above finished grade. Backfill with excavated native soil unless otherwise directed; do not amend unless approved. Thoroughly water during and immediately after planting. Install 3-inch depth of shredded hardwood mulch in a minimum 3-foot diameter ring, keeping mulch 6 inches clear of trunk.

3.1.2.5.13.3 Plant during regular planting season: March 1 to May 15 (Spring) and September 1 to November 15 (Fall). Planting between May 15 and September 1 is acceptable provided it is schedule driven, and repairs are made during the regular Fall season.

3.1.2.5.14 Optional Item withing scope subject to available funds – Provide and install new VIS at park entry. Replacement is to be in-kind in likeness; contractor is to verify dimensions of existing sign. See Section 14 Attachments for locator map and image of existing VIS to be replaced.

3.1.2.5.14.1 Existing VIS is wood. New sign is to be metal with detail as selected from NPS provided guidelines. See Section 14 Attachments for signage specifications.

3.1.2.5.14.2 Contractor to follow NPS provided guidelines for the development of the appropriate signage. See Section 14 Attachments.

3.1.2.5.14.3 Contractor to submit signage template for approval prior to procuring, to ensure it meets the intent of the NPS. Submit to the CO, COR, and designated park representative(s), for review and approval.

3.1.2.6 Fort Foote:

3.1.2.6.1 All work to be completed extending from the existing asphalt pavement to the designated parking lot. Contractor to verify as determined during the pre-bid site visit and thru confirmation with the COR and designated park representative(s). The asphalt pavement at the entry of the park is not considered part of this task and shall be protected from damage during completion of the work. See Section 14 Attachments for schematic plan of work area.

3.1.2.6.2 Demolish existing wood parking stops.

3.1.2.6.2.1 Mark existing parking posts/logs locations for future replacement of the new wooden parking guardrail in exact or proximity of current location.

3.1.2.6.2.2 Remove all posts, supports, etc. Dispose of all items IAW local guidelines for waste stream/recycling. See Section 14 Attachments for schematic plan and section of limits of ground disturbance.

3.1.2.6.2.3 All gates and park waysides are to remain and must be protected.

3.1.2.6.3.3 Demolish and remove existing restroom facility.

3.1.2.6.3.8.1 Dispose of all items IAW local guidelines for waste stream/recycling.

3.1.2.6.3.8.2 Make safe all utilities and remove all. Verify all capping is compliant with local codes and regulations. See Section 14 Attachments for schematic plan of limits of ground disturbance.

3.1.2.6.3.8.2.1 Cap existing water line below frost line, minimally 3’ below grade. Cap shall be securely welded, threaded, or clamped. Test connection for leaks.

3.1.2.6.3.8.2.2 Cap existing sewer line below frost line, minimally 3’ below grade. Ensure cap is tightly sealed to prevent any potential leakage of gases, odors, or waste. Ensure pipe is capped in such a way that slope and drainage are not compromised. Test connection for leaks to ensure no sewer gas or moisture is escaping.

3.1.2.6.3.8.2.3 Mark all capped utilities with underground magnetic utility marker. Provide and install according to manufacturer instructions. Provide locator map of cap locations to COR.

3.1.2.6.3.8.3 Infill and compact to grade.

3.1.2.6.3.8.4 Reseed with local grass consistent with surrounding site conditions. Maintain temporary barriers and ground covers as required for turf reestablishment.

3.1.2.6.3.8.4.1 Seed during regular seeding season: March 1 to May 15 (Spring) and September 1 to November 15 (Fall). Planting between May 15 and September 1 is acceptable provided it is schedule driven, and repairs are made during the regular Fall season. Never apply seed when the ground is frozen.

3.1.2.6.3.8.4.2 Provide Sun and Partial Shade Seed Mix: Proportioned by weight as follows: 20 percent Creeping Red Fescue (Festuca rubra sub. Rubra); 20 percent Sheep Fescue ‘Whisper’ (Festuca ovina ‘Whisper’); 20 percent Hard Fescue ‘Heron’ (Festuca ovina var. duriuscula (F. longifolia) ‘Beacon’, ‘Minimus’, or ‘Resolute’); 20 percent Hard Fescue (Festuca brevipila); 20 percent Chewings Fescue (Festuca rubra sub. Commutata ‘Compass II’ or ‘Radar’. Alternative mixes due to availability may be considered by COR.

3.1.2.6.3.8.4.3 Satisfactory Seeded Turf: At end of maintenance period, a healthy, uniform, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. and bare spots not exceeding 5 by 5 inches.

3.1.2.6.3 Parking Area:

3.1.2.6.3.1 Extent of parking area resurfacing does not include trails or roads. Entry road resurfacing task is listed in Section 3.1.2.6.4. See Section 14 Attachments for schematic plan and limits of ground disturbance.

3.1.2.6.3.2 Excavate/remove 2-6” of material from non-paved gravel/crushed stone surface area, depth as required to provide for new finish gravel surface to be graded as required and flush at connection with existing asphalt road. Compact subgrade soil with roller or compactor.

3.1.2.6.3.2.1 Review proposed excavation depth within drip line of existing trees on-site with COR/POC. Keep excavation shallow to avoid damage to tree roots. Resolve elevation difference by installing less subbase as required.

3.1.2.6.3.3 Provide and install commercial grade hot-dip galvanized steel edging, min 14 gauge, to reduce/prevent stone movement/shifting. Ensure border restraints are installed flush to ground to prevent tripping hazards.

3.1.2.6.3.4 Provide and install geotextile fabric on top of subgrade. Geotextile fabric to be woven polypropylene or polyester, tensile strength 600 lbs/ft or greater, permeability 50–100 g/m²/min, UV-stabilized, puncture resistance 100-200lbs, 0.3mm thick or greater.

3.1.2.6.3.5 Provide and install min. 4” of subbase stone material; stone shall be coastal plain stone #3, 1" to 2-1/2". At locations where subgrade soil is eroded or has significant depressions, use additional subbase stone fill to achieve level subbase as required for final grading. Compact stone with roller or compactor.

3.1.2.6.3.6 Provide and install top course of crushed stone. Stone shall be coastal plain stone #8, 3/8" to 1/2". Color of stone shall be natural grays and browns and approved by COR/POC. Contractor to submit sample for approval prior to purchase. Compact stone with roller or compactor, to ensure tight, firm surface. Final surface to be level with a minimum of 2 percent, but no more than 5 percent grade to allow for proper drainage. Top course shall be compliant with ABAAS Chapter 10 Outdoor Recreational Standards. Flow water away from parking area and trails entry.

3.1.2.6.3.6 Install new wood parking stops.

3.1.2.6.3.6.1 Stops shall be made of pressure-treated AWPA UC4A Southern Yellow Pine 18” diameter poles, oriented horizontally. Lengths are to be a minimum of 8’ and maximum of 10’, as required by site conditions. See Section 14 Attachments for schematic plan.

3.1.2.5.10.1.1 Treat underside of stops with rot resistant coating.

3.1.2.5.10.1.2 Secure with new galvanized steel stakes. Stakes shall penetrate the ground to a minimum depth of 24”, and shall be installed with three stakes per stop, equally spaced, aligning with the centerline of the parking stop. Stakes shall be driven flush with top of parking stop to minimize tripping and snagging hazards.

3.1.2.5.12 Provide and install (3) new ABAAS-compliant powder coated 32 gallon wildlife resistant outdoor trash receptacles, Bitterroot Series B100 or meets/exceeds the following salient characteristics: steel receptacle with 2 mil epoxy primer and 2 mil polyester weather resistant coating, 32 gallon capacity, wildlife resistant gravity paddle latch which locks when door is released, side unloading door for easy maintenance, 1 yr manufacturer warranty. Coat color to be NPS Brown (NPS 1615, MP62376, PMS 1615, C10 M72 Y100 K46) or approved alternate manufacturer equivalent. Submit product sheet to COR/POC for approval prior to order. See Section 14 Attachments for schematic plan.

3.1.2.5.12.1 Include (32) gallon capacity heavy duty LDPE liner with handles for easy removal.

3.1.2.5.12.4 Pour new concrete pads to secure trash receptacles to prevent theft or unauthorized relocation. Do not remove more than 6” of existing gravel and/or topsoil to set concrete pad. Poured concrete to be 4” min. thick, on compacted gravel or crushed stone layer, and flush with new gravel top course. Reinforce concrete with wire mesh and ensure 1-2% slope for drainage. Allow to cure for at least seven days before anchoring trash receptacle.

3.1.2.6.4 Gravel Drive/Roadway:

3.1.2.6.4.1 Gravel drive/roadway is determined from edge of existing asphalt entry road (50 ft from edge of Fort Foote Road) to designated parking area for Fort Foote. See Section 14.2 Schematic Plans for diagram of gravel road start point.

3.1.2.6.4.1 Contractor to protect existing asphalt road; damage will be the sole responsibility of the Contractor at no cost to the NPS.

3.1.2.6.4.2 No trails are included in this task. The existing drive from the parking lot to the existing bathrooms is also not included in this task.

3.1.2.6.4.2 Grade drive/roadway to level, infill, and repair potholes, depressions.

3.1.2.6.4.2.1 Do not widen cut or excavate sections beyond the limits of existing cross section.

3.1.2.6.4.2.2 Finish the cut sections so that the completed flat and sloped areas are uniform. Maintain drainage on each side so as not to create water collection or runoff that may pose flooding of the park.

3.1.2.6.4.2.3 Replace-in-kind the metal culvert; compact with subbase and finish per current industry standards and IAW the Maryland Department of Transportation Standards for Road Construction.

3.1.2.6.4.2.3.1 Ensure culvert is installed and sloped away from parking area for proper drainage to avoid washout, etc.

3.1.2.6.4.2.3.2 Add rip rap to both sides of opening. Riprap shall be coastal plain stone.

3.1.2.6.4.3 Provide and install top course of crushed stone. Stone shall be coastal plain stone #8, 3/8" to 1/2". Color of stone shall be natural grays and browns and approved by COR/POC. Contractor to submit sample for approval prior to purchase. Compact stone with roller or compactor, to ensure tight, firm surface. Final surface to be level with a minimum of 2 percent, but no more than 5 percent grade to allow for proper drainage.

3.1.2.6.5 Optional item, subject to available funds – Provide and install new VIS at park entry. Replacement is to be in-kind in likeness; contractor is to verify dimensions of existing sign. See Section 14 Attachments for schematic plan and image of existing VIS to be replaced.

3.1.2.6.5.1 Contractor to follow NPS provided guidelines for the development of the appropriate signage. (See Section 14, Attachments)

3.1.2.6.5.2 Contractor to submit signage template for approval prior to procuring, to ensure it meets the intent of the NPS. Submit to the CO, COR, and designated park representative(s), for review and approval.

3.1.2.6.6 Option – Provide and install (7) new picnic tables. Properly disposal of (7) existing picnic tables. New picnic tables to be 8’ length, steel frame, with injection molded impact-resistant brown color polypropylene boards. Submit all product information prior to order.

3.2 Contractor’s Product Requirements

3.2.1 The Contractor shall not procure any materials or products without written approval.

3.2.1.1 Contractor may recommend suitable substitutions; however, substitutions must meet both the intent and compliance standards as described in this document.

3.2.1.2 Contractor will be at risk for all costs associated for procurement and the use of any product(s) or materials without prior written approval from the CO.

3.2.2 Contractor to verify all materials necessary to complete these tasks and shall provide a submittal to the CO and COR indicating the exact products they will be using; the park has discretion to approve/disapprove alternatives based upon reasonable expectations for these tasks.

3.2.3 Contractor shall ensure all materials and products are certified and meet industry standards/code compliance for use in ABAAS-related projects as described within this SOW.

3.2.4 All materials and products used for completion of these tasks shall be new. No foreign materials used in the completion of the restoration of the road and parking areas shall include contaminates or biological growth that could affect native plants, grasses, trees, or waterways.

3.2.5 Contractor shall dispose of excess materials; remove and dispose of IAW local guidelines. DO NOT dispose of on NPS property.

3.3 General Contractual Requirements

3.3.1 Thoroughly examine each site, and report in writing to the COR any conditions that may adversely affect task completion as described, prior to starting work.

3.3.2 Protect all paved and non-paved surface, as well as all surrounding areas. These sites have native landscapes and wildlife habitats and are considered protected areas.

3.3.3 Place waste in approved containers/bins and remove trash daily from site. These areas are considered part of the NPS and must be maintained accordingly.

3.3.4 The site does not have utilities such as water and general-purpose electrical services available for use.

3.3.4.1 Contractor is responsible for providing temporary porta-potties for their staff to use – the contractor is urged to lock the porta-potties at the end of the day to prevent unauthorized use. Servicing the porta-potties on a regular schedule is the sole responsibility of the contractor.

3.3.4.2 Gas powered generators are allowed to be used onsite during the normal working hours.

3.3.4.2.1 Contractor to ensure gas and any other hazardous or combustible materials are stored IAW all safety and environmental guidelines.

3.3.4.2.2 Environmental and fire safety measures shall be applied at all times to protect the park and surrounding areas.

4.0 SAFETY

4.1 All construction operations shall be conducted in accordance with all local, state, and national fire and safety codes, laws, rules, regulations, OSHA, NPS, FHWA, MUTCD and ANSI safety requirements. All contractor employees shall wear OSHA, MUTCD and ANSI required personal protective equipment (PPE) as determined for this type of activity.

4.2 All equipment/tools shall only be used within the limits of the manufacture’s recommendations.

4.3 Contractor may use heavy equipment, aerial lifts, ladders, and other typical standard industry equipment, as applicable, for the tasks being performed. Proper ground protection, such as plywood or other industry approved matting must be used to protect the grounds from damage (rutting, etc.).

4.3.1 Lifting equipment must be in good working condition, be recently inspected and certified for use with tasks identified within this SOW.

4.3.2 For any lifting operations utilizing equipment, Contractor must submit proof of OSHA certification of licensed operators and either OSHA or audited employer training for technicians, to perform safe lift operations.

4.4 All tools/machinery/equipment/vehicles shall be safeguarded from the public. Tools/machinery/equipment/vehicles shall not be left unattended. All tools/equipment shall not be allowed to lie around except in the immediate work area. Any tools not in immediate use shall be staged or stowed in such manner so as not to create a hazard. The government and contractor will agree on delineating the work area around the project.

4.5 The contractor shall report emergency situations, such as accidents involving property and/or personal injury or other unforeseen circumstances and shall follow required emergency reporting procedures according to the CO/COR approved Safety Plan. In the event of an emergency the contractor shall dial 911 or 866-677-6677. All other instance the contractor shall dial park law enforcement at 866-677-6677 and notify the CO/COR with 2 hours of the incident.

4.6 Contractor shall provide a comprehensive site-specific safety plan for approval before any work begins. An onsite qualified Safety Representative shall be identified including contact information.

5.0 SCOPE OF WORK PROVIDED INFORMATION AND SERVICES

5.1 For this requirement, the National Park Service will provide the following:

5.1.1 Locator maps of the areas identified in Section 3.1.1 (See attachments, Section 14)

5.1.2 Schematic plans of the areas identified in Section 3.1.1, outlining the proposed project areas. (See attachments, Section 14)

5.1.3 Schematic detail of parking guardrail (See attachments, Section 14)

5.1.4 Photographs of both locations. (See attachments, Section 14)

5.1.5 NPS Signage Design Packages (See attachments, Section 14)

5.2 The Contractor is responsible for all other equipment and materials to complete the tasks outlined in this document.

6.0 ADDITIONAL CONTRACTOR REQUIREMENTS

6.1 The contractor SHALL furnish and/or provide:

6.1.1 A written designation of a supervisor(s) and an alternate supervisor(s) with the same qualifications as the proposed supervisor: The supervisor and/or alternate supervisor is required to be present on-site at all times during all operations to direct contract personnel and maintain operations.

The on-site supervisor MUST:

6.1.1.1 Be fluent in the English language in order to effectively communicate with the contractor’s employees and/or subcontractors as well as the CO/COR and other designated park personnel.

6.1.1.2 Be available for phone calls during all working hours, and have the authority to stop all work or unsatisfactory performance as directed by the CO/COR.

6.1.1.3 Possess 5-years verifiable experience and technical competence in roadway operations and construction safety practices as well as 2-years supervisory experience, submitted as a resume.

6.1.1.4 Be responsible for controlling the quality of work and inspecting all completed work to ensure that correct performance requirements are met.

6.2 Sufficient manpower and equipment to complete the project within the period of performance. Quote accordingly.

6.3 A trained and experienced workforce that shall be knowledgeable and familiar with the technical aspects and hazards of proposed operations to perform the work.

6.4 Staff recognizable as employees of the contractor. Distinctive clothing shall be worn that is uniform in appearance and include long pants, shirts, hats, and seasonal outerwear, which that bears the name and logo of the company and the name of the employee.

6.5 Daily Work Log:

6.5.1 The contractor shall maintain a daily work log by filling out completely, and as applicable, the Daily Work Log Form provided to them by the Government. The daily work log shall be submitted to the COR and courtesy copy to the CS/CO via email after week of work and or any time requested by the CO and COR.

6.5.2 The contractor shall also note in the daily work log the presence of any damage or conditions that may affect the visual quality or the contractor ability to perform work. The contractor shall note and report to the COR any maintenance issues or problems that arise, which are within the statement of work.

6.6 Provide Submittals and implement them after approved by the COR. A CM 16 Submittal Form shall be used as a cover sheet for every submittal and will be provided by the Government to the contractor at award. Multiple submittals may be listed on a single CM 16 submittal form. The Required submittals include but may not be limited to:

6.7 All materials will be installed to manufacturer specifications.

6.8 All work will follow applicable codes and regulations. (See Section 9.0)

6.9 All materials and labor must carry a one-year warranty from the date of final inspection and acceptance. Date shall be approved by the CO.

6.10 Hazardous waste (if applicable) must be re-claimed/captured for recycling by the contractor. Manifests shall be submitted prior to final invoice and is one of the documents referred to as Construction Documents.

6.11 Submit a construction schedule no later than 21-days after award, and continually update it as the project progresses. Include a revised Construction Work Schedule in all pencil copies and attached to all payment applications. Invoices shall be rejected if this document is not attached.

6.12 Comprehensive and complete Construction Documents:

6.13.1 Operations and Maintenance Requirements

6.13.2 Record of recycling and disposal/hazardous waste manifests.

6.13.3 Warranty Information

6.13 Contractor Employee Conduct:

6.13.1 The Contractor’s employees shall, always, while on the job site, whether on or off duty, conduct themselves in a professional, orderly, and safe manner.

6.13.2 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. Any employee engaging in such conduct shall immediately and permanent be removal from the job site.

6.14 All contract employees shall display professionalism in all interactions with one another, the public and Government employees. The Contracting Officer may require the Contractor to remove any employee working under this requirement for reasons of misconduct and security, or if found to be (or suspected to be) under the influence of alcohol, drugs, or other incapacitating agent(s).

6.15 A Contractor’s employee shall be subject to removal from the premises upon determination by the Contracting Officer that such action is in the best interests of the Government. Such removal from the job site or dismissal from the premises shall not relieve the Contractor of the requirement to provide sufficient personnel to perform the service as specified.

6.16 All areas used by the Contractor within park boundaries shall be kept neat and organized. All equipment must be properly maintained and secured at the end of each day. The contractor shall not leave any tools, parts and/or supplies unattended at any time while performing services.

6.17 Contractor employees shall not loiter in any working or patron area. Upon completion of their assigned work, employees shall promptly depart from the public areas.

6.18 Photographs, social media posts, online content, or any form of communication is strictly prohibited regarding all aspects of this requirement unless authorized in writing by the COR.

6.19 Any refuse generated daily by the contractor must be secured and disposed of properly outside of park boundaries in accordance with federal, state, and local laws.

6.20 Confining work, the storage of materials and equipment, the parking of vehicles, and all other operations in connection with this contract to the specified hours and work areas approved by the COR.

6.21 For all damages and liability for any loss or damage to Government property caused by their operations:

6.21.1 The Contractor shall assume full responsibility for any and all damages or claims for damage resulting from injury to persons, property, or equipment, which might result from any work performed under this contract.

6.21.2 All damage resulting from such operations shall be repaired to its original condition to the satisfaction of the CO/COR at no additional cost to the Government.

6.21.3 The Contractor shall take all immediate actions necessary to prevent further damage.

6.21.4 All losses and/or damages shall be reported to the COR, within two (2) hours of any loss and/or damage being determined and before leaving the area loss occurred. Contractor shall provide written documentation of the loss and/or damage to the CO and COR within 24 hours of occurrence. The documentation must include at least:

· Time and Date of occurrence

· Type of Loss or Damage

· Name (s) and Contact Numbers of People involved

· Impact to park operation and/or assets effected by incident

· Any details leading up to and after the incident

6.21.5 The Contractor is responsible for all costs associated with reported damages and/or losses to persons or property that occur as a result of the Contractor’s negligence.

6.22 Ensuring that proper safety and health precautions are in place to protect the work, the workers, the public, and the property of others at all times, in performance of this contract.

6.23 In instances where the Contractor finds pre-existing conditions or damage to park resources that may reflect upon the quality of the work or cause undue liability, the Contractor shall not start work until the Contractor and CO/COR have agreed on the responsibility for these pre-existing conditions.

7.0 PERIOD OF PERFORMANCE

7.1 The period of performance will be June 1, 2026 – 10/31/2026.

7.2 The Construction Delivery Date is 120-Calendar Days After Notice to Proceed. The Delivery date may be negotiable for this requirement pending availability of materials and scheduling with the CO/COR and Designated Park Staff. Quote accordingly.

8.0 HOURS OF OPERATION

8.1 Construction operations shall be conducted between the hours of 6:00 AM –6:00 PM ET, Monday – Friday, except when the Government facility is closed due to federal government holidays, local or national emergencies, administrative closings, or similar Government directed facility closings. Hours may be adjusted upon determination of traffic flow, to prevent slowdowns, etc., during highest rush; coordinate with CO/COR.

8.2 The contractor will be notified by the CO/COR seven (7) days in advance, if possible, for days there shall be no work conducted outside of regularly scheduled federal holidays.

8.3 The contractor will not be reimbursed when the government facility is closed for the above reasons unless services are requested by the Park Superintendent due to unscheduled or unforeseen emergencies. Access to some areas may be limited at times due to scheduled or unscheduled events.

9.0 ADDITIONAL APPLICABLE REGULATIONS AND POLICIES

9.3 As the project intent is to bring the locations up to ABAAS compliance, the contractor shall follow the most current United States Access Board guidelines for accessibility standards for Federal outdoor developed areas.

9.4 NPS Regional Directors are hereby designated as the Building Code Official (BCO) for their respective regions. BCOs will be the individuals responsible for enforcing the ICC’s family of codes (excluding the IFC). Regional directors may delegate this authority, in writing, to other qualified individuals within their region. For this contract, the COR will be the designated BCO representative.

9.4.1. The COR will be responsible for resolving conflicts between codes or standards and issuing formal waivers or variances from the IBC and NEC as necessary.

9.4.2 Substantial completion and acceptance will only be approved by the CO, upon recommendation of the COR.

9.4.3 Final invoicing and closeout with the NPC Contracting Officer will not be authorized without the COR’s recommendation.

9.4.4 Additional publications that apply include, but are not limited to:

· MUTCD

· MDDOT

· OSHA

· Code of Federal Regulations (CFR)

· ANSI

· Federal, State and Local Environmental Laws, Regulations, and Policies

10.0 PERSONAL SERVICE

10.1 The Government has determined that use of an Agreement to satisfy this requirement is in the best interest of the government, economic and other factors considered, and this Contract is not being used to procure personal services prohibited by the Federal Acquisition Regulation (FAR) Part 37.104 titled “Personal Services Contract”.

10.2 To counter the circumstances that infer personal services and to preserve the non-personal nature of the Agreement, the contractor shall adhere to the following guidelines in the performance of the Contract:

10.2.1 Contractor provides for direct supervision of all contract employees assigned to the task.

10.2.2 Refrain from discussing the issues such as skill levels and hours, salaries, cost and funding data, or administrative and personnel matters affecting contractor employees with the client.

10.2.3 Ensure close communication/coordination with the CO/COR/Designated Park POC, reporting problems as they occur.

10.2.4 Do not permit Government officials to interview potential contractor employees, discuss individual performance, approve leave or work scheduling of contractor employees, terminate contractor employees, assist contractor employees in doing their jobs or obtain assistance from the contractor in doing Government job.

10.2.5 Do not assign contractor personnel to work under direct Government supervision.

10.2.6 Maintain a professional distance from Government employees.

10.2.7 Provide contractor employees with badges, if appropriate, identifying them as contractors.

10.2.8 Ensure proper communications with the Government (technical discussion and government surveillance is okay, but the Government cannot tell the contractor how to do the job).

10.2.9 The Government has the right to reject the finished product or result, and this action does not constitute personal services.

11.0 THE ROLE OF GOVERNMENT PERSONNEL AND RESPONSIBILITY FOR CONTRACT ADMINISTRATION

11.1 Contracting Officer: The Contracting Officer (CO) has the overall responsibility for the administration of this contract. The CO is authorized to amend, modify, or deviate from the contract.

11.2 Contracting Officer's Representative (COR): The COR will be designated in writing at the time of award to assist the CO in the day-to-day on-site administration of the contract requirements. The responsibilities of the COR include, but are not limited to:

12.0 INVOICING SUBMITTAL PROCEDURES

12.1 The contractor is required to submit to the CO/COR via email, a pencil copy of all pay applications prior to submission in Department of Treasury’s Invoice Processing Platform (IPP www.ipp.gov) The pencil copy includes the following documents: contractor’s invoice, all certified payroll for work being invoiced, update work schedule illustrating remaining critical path work outstanding, and an updated schedule of values reflecting the invoice. Once reviewed by the COR and considered correct, the COR shall provide the contractor with a written recommendation that the contractor submit the application for payment in IPP. The reviewed and recommended documents that were part of the pencil copy shall be uploaded in IPP with the application for payment. Failure by the contractor to properly submit an application for payment in IPP releases the Government form any obligation to pay for services claimed; the pay application will be promptly rejected. Incomplete work or work that is indicated as being below standard may result in nonpayment, performance, and/or reperformance to the satisfactory of the COR.

12.2. The Contractor may submit request for payment as work progresses on this contract under the following conditions:

12.2.1 Request for payment shall not be more frequent than 30 days.

12.2.2 The first request for payment shall be for Bonds and COI any time after award.

12.2.3 The second request for payment shall not be submitted sooner than 30 days after work commences onsite.

12.2.4 Payment request will not be considered for months in which no work is performed.

12.2.6 The total of all payments shall not exceed the contract total for this firm fixed-price contract.

12.3 All invoices are to be submitted online via IPP. This is a mandatory requirement initiated by the U.S. Department of Treasury and one can find more information at this website https://www.ipp.gov/index.htm.

12.4 Contractors must register at https://www.ipp.gov/vendors/enrollment-vendors.htm to establish an account in order to submit an invoice on this project. Benefits of registering with IPP include the ability to create invoices directly from a contract award and submit them electronically, as well as:

12.5 The email notification of payment is sent when a payment is distributed to your bank account and will include all pertinent payment information. For all questions related to IPP registration and issues with submitting invoices, please contact IPP Customer Support at 1 (866) 973-3131.

13.0 PROJECT CLOSEOUT

13.1 Clean-up:

13.1.1 Remove all tools, equipment, excess materials, construction debris, and trash from the project site.

13.1.2 Legally dispose of trash, debris, and all excess and unusable materials at authorized facilities off Government property.

13.1.3 Restore or refinish any surfaces damaged during performance of the contract work.

13.1.4 Leave project site clean and ready for use at the time of final inspection.

13.2 Final Inspection and Acceptance of Work:

13.2.1 Upon site restoration and cleanup has been completed, the Contractor shall contact the COR to arrange the final inspection.

13.2.2 The final inspection shall be conducted by the COR within five (5) working days after receipt of the Contractor’s request.

13.2.3 The Contractor will be notified of any deficiencies found during the final inspection.

13.2.4 After all…