FBO_SOW.pdf

MILTON-FREEWATER Mezzanine and OCIE CAGING

1Vision/Mission Statement

The Oregon Army National Guard (ORARNG) will meet the needs and requirements of each unit in the organization to have adequate space and adequate storage state wide. This will allow units to properly store and secure individual and section equipment. ORARNG will provide Mezzanine and caging at the Milton-Freewater Readiness Center to meet the standards for equipment storage.

2 General Requirements

2.1 Provisions and Conditions

2.1.1 The contractor shall provide all personnel, equipment, supplies, transportation, tools, materials, supervision, and other items and non-personnel services necessary to perform the requirements except for those items specified as government furnished property and services.

2.1.2 Conduct site visit to verify measurements and visually inspect area where mezzanine will be installed, along with inspecting OCIE lockers being relocated and OCIE lockers to be constructed to verify that spaces are adequate for installation and properly prepared to remove and receive locker units.

2.1.3 Install in accordance with manufacturer's instructions, plumb, square and level.

2.1.4 Repair or replace items damaged during erection, removal, relocation and re-construction.

2.1.5 Clean inside and outside surfaces and remove manufacturer's labels, except number plates.

2.1 Hours of Work

Normal workdays Monday through Friday except US Federal Holidays. Workers typically work eight (8) hours per day, 40 hours per week. Core hours of work are from 0800 to 1600 daily.

2.2 Locations

Accomplishment of the results contained in this work specification requires work at the following location:

Milton-Freewater Readiness Center, 149 S. Main Street, Milton-Freewater, OR 97862

3 Scope of Work

3.1 Mezzanine Installation

Vendor shall provide and install one mezzanine that is approximately 43'- 8 1/2" x 31' x 9' height, with 42" high guard rails all way around the perimeter and stairs from top to bottom of mezzanine. Mezzanine will be bolted to the existing concrete floor. See ATIACHMENT A below for layout and dimensions. See paragraph 3.2 below for specifications.

3.2 Specifications

- Meet IB 2006 code for seismic design categories A, B and C

- Capacity must meet minimum 125 PSF

- Flooring, must be high density composite flooring that will allow OCIE caging to be secured to

- Material must be all structural steel

- Underside should be white to enhance light levels

3.3 OCIE Caging removal and Installation

Vendor shall relocate (uninstall, move and reinstall) 84 double-tier bulk storage metal locker units from inside of the Milton-Freewater Readiness Center to the newly installed mezzanine in the

Milton-Freewater out-building. In addition install 16 double-tier bulk storage metal lockers to the

84 storage metal locker units on the mezzanine. The 16 double-tier bulk storage metal lockers material is on site at the Milton-Freewater Readiness Center. Vendor shall provide all equipment and material to remove, deconstruct and reconstruct all 100 double-tier bulk storage metal lockers and 5 single-tier bulk storage metal lockers according to Attachment A configuration on the newly constructed mezzanine. Conditions: remove from concrete floor, install/secure to mezzanine composite flooring. See ATTACHMENT A below for layout. See paragraph 3.4 for specifications.

3.4 Materials & Requirements

- Double-tier bulk storage metal lockers: 90" high x 36" wide x 36" deep.

- Provide end-of-run panels/starter units for the lockers at either end of locker rows. All other components to be interlocking add-ens/adders. See Attachment A for layout.

- Provide tools and material to install storage metal lockers into the following configuration.

-Wire Mesh: Galvanized welded wire mesh with 1.5" x 1.5" - 3" rectangular openings.

- Panels: 4-6 gauge wire mesh welded or attached to frame.

- Front Frame: 14 gauge galvanized steel 1.5" x 1.5" x 90" angle.

- Header Bar: 14 gauge galvanized steel 3.5" x 1" channel.

- Rear Vertical Members: 14 gauge galvanized steel 1.5" - 1.75" x 1.5" - 1.75" x 90" angle (rolled or welded)

- Doors: 4-6 gauge galvanized wire mesh.

- Door Hardware: Full-height hinged anti-pry locking bar and padlock hasp.

- Double Tier Doors: Two 2" x 2" steel pin hinges for each door. Doors are to be side locking.

- Locker Top: Constructed of 4-6 gauge wire mesh.

- Locker Back: Constructed of 4-6 gauge wire mesh.

- Locker middle shelf: Constructed of 18 - 22 gauge galvanized sheet metal.

- Hardware: Minimum 5/16" bolts and nuts for panel-to-panel I panel-to-door connection

- Bracing: Field bracing, floor and wall anchors provided by installer

- Finish: galvanized chain link with no additional finish.

4. ANNEX A -Summary

4.1 Provide and install one mezzanine that is approximately 43'- 8 1/2" x 31' x 9' height, with 42" high guard rails all way around the perimeter and stairs from top to bottom of mezzanine.

Mezzanine will be bolted to the existing concrete floor.

4.2 Relocate 84 double-tier bulk storage metal locker units from inside of the Milton-Freewater

Readiness Center to the newly installed mezzanine in the Milton-Freewater out-building. Install

16 double-tier bulk storage metal lockers to the 84 storage metal locker units on the mezzanine.

Making 100 double-tier bulk storage metal lockers and 5 single-tier bulk storage metal lockers according to Attachment A configuration.