00015934 Exhibit 5 Statement of Work.doc

EXHIBIT 5 – STATEMENT OF WORK

PROJECT OVERVIEW

1/22/26 Oregon Department of Transportation

Enterprise Maintenance Station Cold Storage Roof Repairs Project Location:

715 Golf Course Road Enterprise, OR 97828

ODOT Contact:

The ODOT Project Manager for this project is Shelby Stout.

· E-mail: shelby.stout@odot.oregon.gov

· Cell: (541) 952-1165

· Address: 3012 Island Ave La Grande, OR 97850

The ODOT Project Manager may designate an additional ODOT contact person or engineer to support with inspections or questions in the field.

Project Background The Enterprise Maintenance Station Closed Storage building footprint is approximately 31’x112’. This is a wood framed building with blanket insulation draped over purlins and covered with metal roofing, there is no sheathing. The roof has a 4/12 pitch with a 15” eve overhang off the front, there is no overhang at the back of the building. See attached pictures for clarification.

Project Description:

The project shall consist of the replacement of the roofing and the addition of sheathing and vapor barrier. The base bid will remove the existing metal roofing, flashing, and trim to be re-installed after the old insulation is disposed of and new roof sheathing and vapor barrier is installed.

The add alternate bid will include everything from the base bid description including removing and disposing of existing metal roofing, flashing, and trim. Contractor shall provide new metal panel roofing and trim per specifications below.

Contractor shall provide all necessary materials, tools, equipment, supervision, permits, and transportation necessary to complete work. See drawings for further information.

Detailed Project Specifications:

1. Base Bid

· Materials list:

· Reuse existing metal roof panels, gable trim, ridge cap, and flashing.

· New 5/8” plywood sheathing

· New 2x6 purlins

· New synthetic underlayment

· New eve trim on back

· New roofing screws

· Outline of work:

· Remove and save existing metal trim, gutters, downspouts, and metal roof panels.

· Remove and dispose of existing ceiling insulation. All insulation and vinyl shall be cleaned up and disposed of offsite.

· Provide and install 2x6 purlins next to existing purlins where spacing exceeds 12”.

· Use 10d nails at 24” on center, staggered.

· Provide and install 5/8” plywood roof sheathing.

· Install sheathing perpendicular to the 2x6 roof purlins and attach with 8d nails 6”on center (o.c.) at edges and 12” o.c. in the field.

· Stop sheathing approximately 1 ½” from peak for a 3” vented ridge.

· Stagger end joints by half a sheet.

· Provide and install high performance synthetic underlayment as per manufacturer’s recommendations.

· Reinstall metal roof panels, trim, and flashing.

· Ensure all existing holes are filled with screws and watertight

· Secure panels to roof deck with new #12 x 1” roofing screws. Match existing color as best as possible.

· At overlapping ribs use new #12 x ¾” stitching screws in existing holes.

· Ridge cap and panels shall be installed from east to west (typical, match existing).

· Reinstall metal eve trim on the front side of the building. Install new eve trim on the back side of the building along with form fit outside foam closure to seal wall panels. Eve trim to be approximately 4” x 4”, white, and bent at a 4/12 pitch.

· Reinstall gable trim with 3/8” x 1/8” butyl tape mastic.

· Reinstall ridge cap

· Attach with #12 x 2” roofing screws through each rib into roof deck.

· Install vented form fit foam closure.

· Seal ridge cap overlaps with two beads of approved sealant.

· Ridge cap and panels shall be installed from east to west (typical, match existing).

· All new metal trims shall be 24 gauge or heavier.

· Replace all existing roof screws with new, including stitching screws.

· Field verify all dimensions prior to ordering material.

· Verify all materials onsite prior to any demolition.

· Verify weather conditions will hold throughout installation or have plan in place to temporarily dry-in any areas that have been torn off.

2. Add Alternate

· Materials list:

· Metal Panel Roofing to be 12” Easy-Lock standing seam roof metal from Taylor Metal Products.

· Panel color to be Glacier White SRI-85

· 24-gauge Kynar 500 painted steel .0236 (thickness prior to painting)

· 12” panel width

· Panel options – striations

· Overhang – 1 ½”

· 1” vertical rib with 3/8” flat top for ease of flashing attachment

· Concealed fasting per manufacturer’s recommendations

· Pre-slotted fastener flange

· Request for substitutions will be considered

· New 5/8” plywood sheathing

· New 2x6 purlins

· New synthetic underlayment

· New eve trim on back, reuse existing eve trim on front

· Gable trim

· provide and install new white gable trim, ensure new trim extends down wall far enough to cover existing holes in wall panels, ensure wall panels are sealed with outside form fit closure, use mastic between roof metal and gable trim. If face of trim exceeds 5” include stiffener or two separate pieces of trim to reduce oil canning.

· New roofing screws

· New vented ridge cap and closure per manufacturer’s recommendations

· Color to be white

· Outline of work:

· Remove and dispose of existing metal roof panels, eve trim on back, flashing, and ceiling insulation. Save eve trim on front for reinstallation after sheeting.

· Provide and install 2x6 purlins next to existing purlins where spacing exceeds 12”.

· Use 10d nails at 24” on center, staggered.

· Provide and install 5/8” plywood roof sheathing.

· Install sheathing perpendicular to the 2x6 roof purlins and attach with 8d nails 8”on center (o.c.) at edges and 12” o.c. in the field or 7/16” x 1 ¾” crown staples 5” o.c. at edges and 8” o.c. in the field.

· Stop sheathing approximately 1 ½” from peak for a 3” vented ridge.

· Stagger end joints by half a sheet.

· Provide and install synthetic underlayment.

· Provide and install SnapLock roof metal panels per manufacturer’s recommendations.

· Panels shall have a 90 -degree bend on them underneath gable trim.

· Provide and install gable trim.

· Provide and install ridge cap with vented foam closure, attach with 2” roofing screws through each rib into roof deck.

· Field verify all dimensions prior to ordering material.

· Verify all materials onsite prior to any demolition.

· Verify weather conditions will hold throughout installation or have plan in place to temporarily dry-in any areas that have been torn off.

General Construction Notes:

· The contractor shall make a site visit and examine existing conditions prior to providing a bid. Any discrepancies shall be brought to the attention of ODOT through a request for clarification as set forth in the bid documents.

· Clarifications shall be requested in writing prior to any installation. Incorrect installations shall be corrected at no additional cost to ODOT.

· All work shown is to be by the contractor unless specifically noted as being by ODOT or by others. All materials shown are to be provided by the contractor unless specifically noted as existing or provided by ODOT.

· Drawings are schematic in nature, major components and equipment are shown on the drawings. The contractor shall supply and install all minor components and materials necessary to provide a complete and functional project whether all such components are noted in the drawings and specifications.

· Plans and specifications call out specific makes and models of equipment in some locations. Substitution requests shall be made during the bid process. ODOT shall at its sole discretion determine the acceptability of substitutions. No substitutions shall be installed without prior written approval from the ODOT Construction Project Manager.

· All equipment and materials shall be installed in accordance with the manufacturer’s published installation instructions and recommendations.

· Clean the entire work area at the conclusion of the project to the satisfaction of the ODOT Project Manager.

Submittals

The Contractor shall provide the following submittals at a minimum to the ODOT Project Manager. Submittals shall be approved by the ODOT Project Manager prior to the start of on-site construction.

· Roof sheathing product data

· Vapor barrier product data

· Metal panel roofing product data

Scheduling of Contract:

· Substantial completion of the Work shall be no later than 8/31/26. Final completion shall be no later than 9/30/26.

· After award of contract, the Contractor shall contact the ODOT Project Manager to schedule the Work at least ten (10) business days prior to the start of any work/demolition.

· The Work shall be accomplished on weekdays between the hours of 7 a.m. and 5 p.m. Work hours shall exclude weekends and State Holidays, unless specifically requested by the Contractor and approved by the ODOT Project Managers.

· Any permits required for the Work are the responsibility of the Contractor. The Contractor shall provide copies of permits to the ODOT Project Manager prior to the start of work. The Contractor shall be responsible for posting all permits on site in accordance with local jurisdiction requirements.

· The Contractor shall submit to the ODOT Project Managers a list of the contact information for the Contractor’s project manager and site superintendent, as well as a list of all Subcontractors and their key representatives.

· The Contractor shall coordinate the efforts of all Suppliers and Subcontractors and shall maintain orderly progress of the Work, prevent duplication of effort, and ensure proper sequence of operations.

Clean-Up/Conditions of Site:

· The Contractor shall be responsible for keeping the ODOT Project Manager informed of all activity throughout the Work.

· The Contractor shall clean up all worksite debris resulting from construction and remove all excess construction materials and scraps from the premises. The Contractor shall broom-clean their work area at the end of each workday and neatly stack materials and debris in an approved location. The contractor shall clean the entire work area at the conclusion of the project to the satisfaction of the ODOT Project Manager.

· The Contractor shall protect materials subject to damage by temperature or other weather conditions.

· The location for storage of materials, debris, or dumpsters on the Premises shall be approved in advance by the ODOT Project Manager. Disposal facilities, bins, or dumpsters shall not be provided by ODOT.

· The Contractor shall notify the ODOT Project Manager at least two (2) days in advance of any major deliveries.

· Contractor shall immediately notify the ODOT Project Manager of any damage done by the Contractor to the Premises, grounds, or adjacent State properties. Damage done by the Contractor to the Premises or surrounding area shall be repaired to existing conditions as found prior to the commencement of the Work.

· ODOT shall not be responsible for the security of the Contractor’s materials, tools, personal belongings, or equipment on the Premises.

· It is the responsibility of the Contractor to ensure the Work is performed in accordance with Oregon OSHA rules and regulations.

· The Contractor shall immediately bring to the attention of the ODOT Project Manager any conflicts or issues between existing utilities and the Work.

BOLI:

· BOLI Prevailing Wage Rates apply to this project. Provide weekly Certified Payroll Reports for General Contractor and all subcontractors as a prerequisite for progress payment approval.

Close Out:

· All special inspections must be complete prior to Substantial Completion.

· Inspection of the work by the ODOT Project Manager for establishment of Substantial Completion shall be made within five (5) business days after receipt of the Contractor’s email request. At this time, the ODOT Project Manager and the Contractor shall develop a punch list document of any incomplete or deficient work.

· Prior to Final Completion, the Contractor shall complete all items on the punch list.

· The Contractor shall provide final inspection reports for all permits applicable to this Contract signed by authorities having jurisdiction

· The Contractor shall maintain one set of the approved drawings for recording as-built conditions. Mark (in red) the actual location of all underground utilities and any changes. At the time of Final Completion, the Contractor shall turn over the one marked-up set of record drawings to the ODOT Project Manager.

· Prior to Final Completion, the Contractor shall provide one (1) digital copy via email of all operations, maintenance, and warranty information to the ODOT Project Manager.

· Prior to Final Completion, provide ODOT Project Manager with information for all equipment provided by the project, including but not limited to: Manufacturer, model, serial number, consumables, installation date, purchase date.

· Prior to Final Completion, and as prerequisite for final payment, provide ODOT Project Manager with signed certification that all subcontractors and suppliers have been paid in full and in compliance with all prompt payment requirements. All disputes with property owners have been resolved, all obligations on the project have been satisfied, all monetary claims and indebtedness have been paid, and, to the best of the Contractor's knowledge, there are no claims of any kind outstanding against the project.

· Prior to Final Completion, the Contractor shall fully instruct ODOT’s operating and maintenance personnel in the operation, adjustment, and maintenance of products, equipment, and systems.

· Inspection of the work by the ODOT Project Manager for establishment of Final Completion shall be made within five (5) business days after receipt of the Contractor’s email request.

Warranty:

· Contractor shall provide a one-year Installation warranty on all workmanship.

· Contractor shall provide all warranties for equipment applicable to this Contract