Shelbyville S.F.W.A. Replace Sliding Door with Roll Up Door on Cold Storage Building Scope of Work 3~1.docx

ILLINOIS DEPARTMENT OF NATURAL RESOURCES

SCOPE OF WORK & PROJECT REQUIREMENTS

Date: February 27, 2019 File# 3-19-026

PROJECT TITLE: # 3-19-026 Replace Sliding Door with Roll-up Door on Cold Storage Building

PROJECT NARRATIVE:

For site staff at Shelbyville F.W.A. to maneuver equipment more freely and utilize the entire capacity of the Cold Storage Building a new overhead door is needed. Once equipment is placed into the cold storage building it is hard to jockey the large equipment into the right space to maximize the capacity of the building. The overhead door will provide better access to enter / exit and will provide more maneuverability to place equipment in tight spaces of the building. The dimensions of the new overhead door will be 16’ W. x 12’ L.

A new header plate will be installed to accommodate the surface for the door to seal against. The new overhead door must be level and flush with the jamb plates. The overhead door will be raised and lowered by cables, tracks and a torsion bar. The torsion bar will have drums at each end, the drums will act as reels, winding up the cables therefore lifting the door. The new overhead door will have an access door installed in the panel of the overhead door. The door will allow access into the pole barn without requiring the overhead door to open. The door will have a weather seal on the bottom that will adjust to minor irregularities.

SCOPE OF WORK:

1. The Contractor will install new overhead door without distortion or stress. The Contractor will install all necessary appurtenances to install new overhead door.

2. The Contractor will securely brace door tracks suspended from structure. Secure tracks to structural members only.

3. The Contractor will fit and align door assembly including hardware, level and plumb, to provide smooth operation.

4. The Contractor will position head and jamb weather -stripping to contact door sections when closed; secure in position.

5. The Contractor will make wiring connections between power supply and operator and between operator and controls.

6. The Contractor will adjust to operate smoothly throughout full operating range.

ATTACHMENTS:

The following documents are included:

N / A

PROJECT SPECIFICATIONS & REQUIREMENTS:

A. Project Specifications & Materials:

1. Change orders must be germane to the scope of work and approved by the IDNR Engineer.

2. Contractor will consult with the Site Superintendent for coordination of park activities during hours of construction.

3. Prior to submitting proposal, the bidder should visit the site and take field measurements and note conditions affecting the performance of the work.

4. Bidder shall be responsible for quantities. No extra payment shall be provided for conditions which could have been anticipated by a through field inspection prior to bidding.

5. Galvanized Steel Sheet: 1. ASTM A653/A653M, Structural Quality, G60 coating class

6. COMPONENTS A. Door Sections:

1. Type: Deep ribbed, pan style. 2. Material: Galvanized steel. 3. Gauge: 20. 4. Thickness: Nominally 2 inches. 5. Rails: Tongue-and-groove. 6. End caps: Wrap-around box style, 18 Gauge galvanized steel, full height of section, riveted to inside rails and face of door. 7. Insulation: 1-1/2 inches thick, CFC-free polystyrene. 8. Inside Face: Vinyl, laminated to insulation. 9. Vision lites (3 total): a. Rectangular [12 x 24] inches, set with silicone sealant and screws. b. Pattern: [_24_] wide x [_12_] high, [1 centered.] [1 left side looking out.] [1 right side looking out.] 10. Glazed section: Full view type, aluminum framed. 11. Exhaust ports: Aluminum, with hinged cover.

Lock: [Inside slide] [Outside cylinder on personnel access door] type, adjustable keeper, spring activated.

Tracks: 1. 2 inches wide, roll-formed galvanized steel, 14 gauge **** OR **** 2. 3 inches wide, roll-formed 13 Gauge galvanized steel, with galvanized steel mounting brackets. 3. Lower track sections adjustable for weathertight fit. 4. Horizontal tracks reinforced with minimum 13 Gauge galvanized steel angle according to door weight and size. C. Hinge and Roller Assemblies: Heavy duty hinges and adjustable roller holders of galvanized steel, with floating hardened steel bearing rollers, located at top and bottom of each panel, each side. D. Spring Counterbalance: 1. Oil tempered torsion springs mounted on cross-header shaft supported by galvanized steel ball bearing end plates and center carrier brackets as required. 2. Counterbalance transferred to doors via aircraft quality braided steel lift cables. E. Bottom Weather-stripping: Vinyl weather seal, full width of door. F. Head and Jamb Weather-stripping: Flexible one-piece vinyl extrusions.

Electric Operator: 1. Power supply: [115 VAC, single phase. 2. Sufficient power to operate door at average speed of 12 inches per second. 3. Disconnect for [chain hoist] operation in case of power failure. 4. Control station: [24 VDC;] [115 VAC;] [push button] station marked [OPEN, CLOSE, and STOP.] [Furnish Two FOBs) I. Safety Device: [Photoelectric sensor; detect obstruction and reverse door without requiring door to contact obstruction.] J. Finish: 1. Exterior panel surfaces: Baked-on enamel primer and polyester finish coat, [_White_] color [to be selected from manufacturer’s standards.] 2. Interior panel surfaces: Baked-on polyester primer.

B. Project Instructions and Notes:

1. Coordination of Work Activities:

All work activities and entry to the site must be coordinated with the site superintendent.

2. Deliverables and Staff Training:

N / A

3. Contractor’s Licensing and/or Certifications:

All electrical contractors must possess a local electricians license. All contractors shall be responsible for compliance with all applicable contractor and trades person licensing with the appropriate State agency. Work

4. Shop Drawings:

Submit for the approval of the DNR Project Architect/Engineer, shop drawings and product data for the following items:

a. Shop Drawings: Indicate opening dimensions and required tolerances, connection details, anchorage spacing, hardware locations, and installation details.

b. b. Product Data: Provide information on component construction, anchorage method, and hardware.

Provide manufacturer’s one-year warranty against defects in materials and workmanship.

5. Warranty

a. Contractor (1) year Installation Warranty

b. Provide manufacturer’s one-year warranty against defects in materials and workmanship C. Project Requirements:

In accordance with 820 ILCS 130/5, the contractor and sub-contractor(s) shall make and keep, for a period of 5 years from the date of the last payment made on or after January 1, 2014 (the effective date of Public Act 98-328) on a contract or subcontract for public works, records of all laborers, mechanics, and other workers employed by them on the project.

No later than the 15th day of each calendar month, the contractor shall file a certified payroll for the immediately preceding month with the Department of Natural Resources.

5. Small Business Set-Aside N/A

6. Apprenticeship-in-Training When applicable, the contractor and all subcontractors must be participants in apprenticeship and training programs that are both approved by and registered with the U.S. Department of Labor’s Bureau of Apprenticeship and Training. The program(s) must be in the same trade(s) in which the contractor or subcontractor performs work. For information on how to participate in or set up a program, contractors may call the U.S. Department of Labor at 312/596-5508 or visit their website http://www.doleta.gov/oa/ .

7. Insurance Contractor shall, always during the term of this contract and any renewals or extensions, maintain and provide a Certificate of Insurance naming the State as an additionally insured for all required bonds and insurance. Certificates may not be modified or canceled until at least thirty (30) days’ notice has been provided to the State. Contractor shall provide: (a) General Commercial Liability insurance in the amount of $1,000,000 per occurrence (Combined Single Limit Bodily Injury and Property Damage) and $2,000,000 Annual Aggregate; (b) Auto Liability, including Hired Auto and Non-Owned Auto (Combined Single Limit Bodily Injury and Property Damage), in amount of $1,000,000 per occurrence; and (c) Worker’s Compensation Insurance in the amount required by law. Insurance shall not limit Contractor’s obligation to indemnify, defend, or settle any claims.

8. Construction Bond Pursuant to the Public Construction Bond Act (30 ILCS 550/), a construction bond shall be required if the project cost exceeds $50,000.

9. Permits and Licenses Permits and licenses necessary for the execution of the work shall be secured and paid for by the Contractor.

10. Highway Permits The Contractor is responsible for contacting the appropriate County Superintendent(s) of Highways and/or other appropriate local officials concerning the proposed work activities on the project as they may relate to use of the County and local road system. Coordination of any activities of concern to the County or Township shall be the responsibility of the Contractor. Special attention shall be given to load limits and seasonal restrictions.

11. New Products Unless otherwise specifically provided in the contract documents, all materials, equipment and products incorporated in the work under the contract shall be new and of a suitable grade for the purpose intended.

13. Specified Materials Quotes shall be based on providing all products exactly as required by the project specifications. Contractor may select from the list of acceptable manufacturers, or, for products specified only by reference or performance standards, select any product which meets or exceeds the specified standards, by any manufacturer, subject to the approval of DNR.

14. Final Cleaning Contractor shall clean-up all work-related debris and construction materials and properly dispose off-site. The Contractor shall repair and otherwise make good any damage caused by the work and leave the premises in the equivalent of the original condition.

15. Warranty The Contractor warrants that all work provided under the contract will be in conformance with the contract and free from defects in workmanship, materials, and equipment for a period of one year from the goods acceptance date. See Section B. Project Instructions and Notes, for any extended warranties that may apply.

16. Change Orders Change orders must be determined by the DNR Architect/Engineer to be germane to the original contract and that the price is fair and reasonable. When changes in or modifications to the work become necessary, the Contractor shall submit an itemized cost for the work and shall include appropriate documentation to support the cost for the labor, material, and equipment.

17. Inducement Resolution All or a portion of this project may be paid or reimbursed from the proceeds of tax-exempt bonds subsequently issued by the State.

18. Payment Payments, including late payment charges, will be paid in accord with the State Prompt Payment Act and rules when applicable, 30 ILCS 540/; 74 III. Adm. Code 900. This shall be the Contractor’s sole remedy for late payments by the State. Payment terms contained in Contractor’s invoice(s) shall have no force or effect.

10906 Kickapoo Park Road

Site Superintendent and Billing:

Vern Ford Shelbyville F.W.A.

562 State Highway 121 Bethany, IL. 61914 E-mail: vern.r.ford@illinois.gov