Updated SOW Floating Docks - Grassy Pond (Hurricane Helene_TS Debby).pdf

Statement of Work Replacement of 3 Floating Docks / Repair of 3 Floating Docks – Grassy Pond

1. Scope The project involves the design, fabrication, removal, repair, and/or installation of six (6) floating docks at Grassy Pond located at 5360 Grassy Pond Rd, Lake Park, GA 31636. The damages were incurred during a recent storm, necessitating the replacement and/or repair of the floating docks. The objective is to fully replace three (3) floating docks and to repair three (3) floating docks with galvanized steel floating docks on the main lake at Grassy Pond and at Mission Lake.

1.1 Background

23 FSS strives to meet the needs of our customer base. Grassy Pond currently has 5 floating docks in need of replacement and/or repair and Mission Lake (MAFB) currently has one (1) floating dock in need of repair due to Tropical Storm Debby and Hurricane Helene damage.

Grassy Pond and Mission Lake are not able to fully supply the demand for floating docks to our customers due to the damage sustained by each of them. This has a direct, negative impact on the health of the MWRF. Replacing this floating dock will allow Grassy Pond to recover these lines of income in support of the MWRF.

2. Requirements

2.1 One (1) 75' x 6' T-shaped Floating Dock With 10' Entry Ramp on the East Trail (Replacement) o Replacement Floating Dock The structure will be “T”-shaped in design.

Three (3) 20’ x 6’ Dock sections with handrails Use high-quality galvanized steel framing to help with corrosion.

Polyethylene floats spread across the entire structure to allow for proper buoyancy of the dock.

o “T” Shape Design

The total measurement of the “T” is 15' x 6’ 3’ gate to allow for access to the floating dock for boats Boat bumpers.

o Framework and Handrails Use high-quality galvanized steel in both the framework and handrails.

The handrails need to be 1-1/4" Sch 40 Pipe (1-5/8" OD) with a .140"

Wall Thickness or thicker Handrails to encompass entire floating dock including the entry ramp.

Ensure no sharp edges.

o Entry Ramp 10' Entry Ramp Entry Ramp to be secured to the shore with two (2) EA 3" Sch 40 Pilings embedded at least 6' into the ground.

The entry ramp must include non-slip material to ensure safe access to the floating dock.

o Hollowed-out Pilings Attach four (4) EA 3” Sch 40 Galvanized Steel pilings to four (4) galvanized steel brackets welded to the exterior of the floating dock.

6’ of the piling to be embedded into the waterbed using a hydraulic auger or pile driver.

3’ of piling to be exposed above the water with no end caps on the pilings.

The tops of the pilings not to have sharp edges.

Contractor must consider the soil conditions and load-bearing capacity of the floating dock to ensure pilings are attached correctly.

Use a level to ensure that each piling is straight and properly aligned.

Attach the floating dock to the pilings using appropriate hardware and connectors.

o Delivery

Contractor responsible for safe delivery of new dock Staging area will be provided for material associated with new docks o Demo and Removal of Existing Floating Dock Contractor must safely break down, remove, and dispose of current floating dock in their own dumpster.

2.2 One (1) 75' x 6' Floating Dock With 5' Entry Ramp with No Handrails Near Bldg 2019 (Replacement) o Replacement Floating Dock Three (3) 20’ x 6’ Dock sections with no handrails One (1) 15’ x 6’ Dock section with no handrails Use high-quality galvanized steel framing to help with corrosion.

Polyethylene floats spread across the entire structure to allow for proper buoyancy of the dock.

o Framework

Use high-quality galvanized steel in the framework.

o Entry Ramp

5' Entry Ramp Entry Ramp to be secured to the shore with two (2) EA 3" Sch 40 Pilings embedded at least 6' into the ground.

The entry ramp must include non-slip material to ensure safe access to the floating dock.

o Hollowed-out Pilings

Attach four (4) EA 3” Sch 40 Galvanized Steel pilings to four (4) galvanized steel brackets welded to the exterior of the floating dock.

6’ of the piling to be embedded into the waterbed using a hydraulic auger or pile driver.

3’ of piling to be exposed above the water with no end caps on the pilings.

The tops of the pilings not to have sharp edges.

Contractor must consider the soil conditions and load-bearing capacity of the floating dock to ensure pilings are attached correctly.

Use a level to ensure that each piling is straight and properly aligned.

Attach the floating dock to the pilings using appropriate hardware and connectors.

o Delivery Contractor responsible for safe delivery of new dock Staging area will be provided for material associated with new docks o Demo and Removal of Existing Floating Dock

2.3 One (1) 35' x 6' Floating Dock With 12' Entry Ramp with No Handrails for our Boat Launch (Replacement) o Replacement Floating Dock One (1) 20’ x 6’ Dock sections with no handrails One (1) 15’ x 6’ Dock section with no handrails Use high-quality galvanized steel framing to help with corrosion.

Polyethylene floats spread across the entire structure to allow for proper buoyancy of the dock.

o Framework

Use high-quality galvanized steel in the framework.

o Entry Ramp

12' Entry Ramp Entry Ramp to be secured to the shore with two (2) EA 3" Sch 40 Pilings embedded at least 6' into the ground.

The entry ramp must include non-slip material to ensure safe access to the floating dock.

o Hollowed-out Pilings

Attach two (2) EA 3” Sch 40 Galvanized Steel pilings to two (2) galvanized steel brackets welded to the exterior of the floating dock.

6’ of the piling to be embedded into the waterbed using a hydraulic auger or pile driver.

3’ of piling to be exposed above the water with no end caps on the pilings.

The tops of the pilings not to have sharp edges.

Contractor must consider the soil conditions and load-bearing capacity of the floating dock to ensure pilings are attached correctly.

Use a level to ensure that each piling is straight and properly aligned.

Attach the floating dock to the pilings using appropriate hardware and connectors.

o Delivery

Contractor responsible for safe delivery of new dock Staging area will be provided for material associated with new docks o Demo and Removal of Existing Floating Dock

2.4 One (1) T-Shaped Floating Dock on the Back of our Boat Storage Area (Repair) o Repair Floating Dock

Screw down loose deck boards with stainless steel screws (Truss-Head).

Straighten out the “T” connection and resecure floating dock.

Add six (6) piling ring extensions to six (6) existing pilings to move pilings further from the dock and ensure the longevity of the floating dock against future storms.

Replace all lower handrail bolts on the handrails, install backing washers, and re-attach the handrails with new bolts.

Straighten and reinstall all handrails back to original condition.

o Demo and Removal of Existing Floating Dock

Disposal of all waste associated with the repair of the floating dock

2.5 One (1) T-Shaped Floating Dock at Mission Lake MAFB (Repair)

Straighten center broken walkway and re-secure to the land using existing pilings (Pilings are 3" Sch 40 Galvanized Steel).

Add eight (8) piling ring extensions to eight (8) existing pilings to move pilings further from the dock and ensure the longevity of the floating dock.

Replace all lower handrail bolts on the handrails, install backing washers, and re-attach the handrails with new bolts.

2.6 One (1) T-Shaped Floating Dock at Mission Lake MAFB (Repair)

Repair and re-secure two side handrails that detached during the storm and are slightly bent.

Repair and re-secure handicap handrail on entry walkway.

Two (2) piling extensions 4" sch 40 pipe to be secured through the center of existing pilings to ensure stability of floating dock.

Standard 1-Year Warranty

2.7 Equipment Requirements

All Equipment Required to Complete the Replacement and Repairs of the

Various Floating Docks in Its Entirety Shall Be Supplied by the Contractor