C04_Attachment 2. Statement of Work_1240LU26Q0119.pdf

STATEMENT OF WORK

Project Title Lone Mountain Storage Building Replacement

Project Scope The scope of this contract is to demolish the existing storage building and replace with an approved new storage building conforming to the specifications herein, located at the Lone Mountain Tree Improvement Area. The existing storage building is in need of replacement due to failing wooden structural supports, lack of security measures to protect accountable property (i.e. open bays, no lockable garage doors or man doors), and unsuitable bay dimensions to house upgraded tree coolers. This storage shed is used to store seed orchard equipment for maintaining the tree improvement area as well as storage for the local district's tree coolers used for planting in support of reforestation.

Project Location The construction site is approximately 7 miles north of Rathdrum, Idaho on West Seasons Road off on State Highway 41 in Athol, Idaho. The site is located on the Idaho Panhandle National Forest and is an administrative site maintained by the Coeur d’Alene Nursery. Lone Mountain Tree Improvement Area is surrounded by a 7’ high game fence and is only accessible through a locked gate. The existing wooden storage building was built in 1983 to store equipment used to maintain the Lone Mountain Seed Orchards. The building is 1,296 sq. ft in size and has a four bay, doorless open front with walls on the North, East and West sides. The building is on a concrete pad and there is no power or water to the building. The site is level, unpaved, unencumbered by overhead or underground utilities and free of trees or other growth.

There will be no blasting or rock removal required during excavation, and no ground water issues will be encountered.

Definitions Acronyms, special terms, or phrases being used for this contract will include:

Lone Mountain Tree Improvement Area (TIA) Technical Point of Contact (TPOC) which will refer to Kelsie Hedlund Contracting Officer Representative (COR) Contracting Officer (CO) Issued for Construction (IFC) Purlin Bearing Rib (PBR)

Project Requirements

Contractor is required to provide PE-certified shop drawings as submittal within 30 days of contract award to be approved by the contracting officer.

There is no Government Furnished electrical, water, or toilets. All items will need to be provided by the contractor. There is no electricity or plumbing in the old building and none in the new building.

Prior to final acceptance, Contractor shall remove all waste materials and debris arising from construction and shall present all construction areas in a broom clean condition. Construction debris will be removed daily.

The Contractor will be responsible for any damage to the interior roads during construction.

Contractor shall lay-out all areas of construction in conformance with the approved project drawings.

The soil bearing pressure of suitable soil is assumed to be a minimum of 2000 psf soil bearing capacity.

Contractor will remove and dispose of the existing building including any existing slab and foundations.

Contractor will excavate existing topsoil in the scope of work area, limited to approximately 2,400 square feet.

Contractor will excavate for required foundations, frost walls, and slabs below existing grade to remove organic and deleterious material and install the appropriate maximum amount of compacted fill under the building, per code.

Staking will be performed by the government prior to establishing new foundation.

Concrete All concrete will have a minimum compressive strength of 4000 pounds per square inch at 28 days. The

Contractor will include testing in their quote.

1 large Ponderosa pine tree stump will need to be removed by the contractor to facilitate larger foundation.

Contractor will construct a floor slab of approximately 2,400 square feet sufficient for the storage building

(60’ x 40’), inclusive of any foundations, spread footings or frost wall as required by County Code and design.

Contractor will construct concrete stoops exterior to each personnel/exit door location. Stoops will be of sufficient dimension to accommodate the door and meet and will be ground level.

Insulation

Building exterior will be caulked and sealed in accordance with applicable code requirements.

Doors and Windows

Contractor will supply and install two (2) 4/0-7/0, hollow metal, exterior flush doors with steel frame and hardware package with locks. Left-hand inswing, located on opposite ends of the building oriented closer to the front side (near the garage doors) color dark brown or white.

Contractor will supply four (4) 12’ x 12’ overhead doors, color dark brown or white with individual chain hoist operation and safety edge controls included. Exterior Doors will be uninsulated and equipped with weather baffles.

Pre-engineered and Metal Building

a. Contractor will furnish and install a 2,400 square foot, pre-engineered, 4 garage bay, metal building, and color standard industry dark brown. Building will be a rigid frame, pre-engineered metal building with a single slope roof shape. Snow breaks will not be required. Building will include all trim, fascia, and soffit.

b. The roof will be designed for live load, snow load and wind load as per local code requirements and 2019 International Building Code.

c. Geometry Width: 40’ Length: 60’

d. Load Characteristics Roof Live Load: 50 psf Ground Snow Load: 30 psf Wind Load: 105 mph Exposure: C Building Code: IBC 2021

e. Building System Roof panels – 24 gauge standing seam, polyvinylidene fluoride (PVDF) finish; colors to be determined by COR from standard manufacturer color selection with Stainless Steel Fasteners.

Wall panels - 26-gauge PBR, PVDF finish; standard manufacturer color dark brown with Stainless

Steel Fasteners.

Purlins/Girts/Lateral bracing Framing for all doors Building trim Columns, frames, and bracing

Period of Performance Installation of complete building with 2 functional entry man doors and 4 garage doors installed conforming to contract specifications. Finished site cleanup and any road repair, construction materials removed. All work must be complete and ready for use by August 1, 2027.

Government Furnished Property

• Access to the site during working hours (7:00AM-4:00PM PST, Monday- Friday) Federal Holidays excluded.

Access is not permitted unless approved by the CO.

Site Visit There is no official scheduled site visit for this project. Offerors are encouraged to coordinate visit to the site where the work will be performed. Offerors must contact the Tree Improvement Area Manager point of contact (Kelsie Hedlund, 208-765-7388, kelsie.hedlund@usda.gov) to schedule an acceptable time to inspect the site during business hours (M-F, 7:00AM-4:00PM) at West Seasons Road, Athol ID 83801.

Contractor’s Key Personnel The Contractor and their employees will be capable and experienced in commercial building construction. The Contractor will provide a list of employees authorized to work under this contract if requested by the Contracting Officer.

Figure 1. Existing storage building.