DNR Rose Lk Shooting Range Warehouse Metal Roof Contract V2.pdf

1 PR1625 (Rev. 6/2018)

Michigan Department of Natural Resources – Procurement Services

MINOR CONSTRUCTION PROJECT BID PACKAGE

Issued by Authority of The Michigan Department of Natural Resources.

This is an invitation for a bid for furnishing labor, material, supplies and equipment to complete the project detailed on the Proposal and Contract Form and in the attached specifications. Bid Security is not required for this Bid. Performance bond and payment bond are not required for this project unless Bid Amount is greater than $50,000.00. See Item #24 under General Conditions.

The State reserves the right to award to that responsive and responsible bidder offering the best value to the State for the quality of the service to be supplied, conformity with specifications and suitability to the requirements of the State, or to reject any and all bids in whole or in part if the best interest of the State will be served.

It is the vendor’s responsibility to read, understand and follow the Instructions To Bidders, General Conditions and General Requirements attached to this packet.

Questions regarding these terms should be directed to: Questions regarding the project should be directed to:

The Issuing Officer

PATRICK AVENDT

Telephone

(517) 388-6265

Site Contact/Project Manager’s Name

SEAN DUFFY

Telephone

517-202-3055 Address:

PROCUREMENT SERVICES

MICHIGAN DEPARTMENT OF NATURAL RESOURCES

CONSTITUTION HALL – 3rd FLOOR

525 WEST ALLEGAN STREET

P.O. BOX 30028

LANSING, MICHIGAN 48909 (This ZIP for P.O. Box only.)

(Street Address ZIP is 48933.)

Division/Office Name

MARKETING AND OUTREACH DIVISION

Field Unit Name

ROSE LAKE FIELD OFFICE

Street Address of Park Headquarters

9870 WEST STOLL RD.

City, State, ZIP

HASLETT, MI 48840

This Bid Package contains: A. This instructional cover sheet.

B. The “Proposal and Contract for DNR” (PR1625).

C. Instructions to Bidders, General Conditions, General Requirements.

D. Technical specification and other attachments, if any required.

THE ATTACHED CONTRACT DOCUMENTS ARE FOR: RFP Number: 210000000752 PROJECT LOCATION (location where the work is being done)

ROSE LAKE WAREHOUSE COMPLEX

COUNTY

SHIAWASSEE

NAME OF CONSTRUCTION PROJECT

Shooting Range Warehouse Roof Replacement

MANDATORY PRE-BID OPEN HOUSE

“NONE SCHEDULED. However, it is recommended that potential bidders visit the site to familiarize themselves with existing conditions. Bidders are responsible for their own accurate measurements. A site visit may be scheduled January 25th-28th, 2021, by appointment only please contact Sean Duffy at (517) 202-3055”

BID OPENING: DATE

FRIDAY, FEBRUARY 5, 2021

TIME (Local Time)

12:00 NOON

TO BID FOR THIS WORK, SUBMIT A PROPOSAL FOLLOWING THE INSTRUCTIONS BELOW.

1) Complete the “bidder’s” portion on the “Proposal and Contract for DNR” (PR1625).

• DO NOT change the bid form or qualify the bid. Only bid on the contract as written. If the bidder wishes to alter the bid price, it may be done by sending in the amount of change (addition or reduction) to the original bid by the bid opening time. The original bid sum must not be revealed. Bid prices must be good for sixty days.

2) If an Addendum was issued, confirm receipt by returning a signed copy of the Addendum and acknowledging it on the Bid Form.

3) Submit completed copy of the “Proposal and Contract for DNR” (Form 1625) by the due date and time by e-mail to the DNR Buyer OR submitted through the Michigan SIGMA Bidding Website.

4) In the e-mail subject line, please identify the following:

a) Project Name b) Bid date and time

• It is the responsibility of the bidder to ensure that correctly identified bids are delivered on time. The Michigan DNR cannot be responsible for mail, e-mail, and faxes not delivered to the correct party by the due date and time.

This bid is not a public, sealed bid opening. The Project Manager is only legally obligated to reveal bid prices at the time of recommendation to award

2 PR1625 (Rev. 6/2018)

Michigan Department of Natural Resources – Procurement Services

PROPOSAL AND CONTRACT FOR DNR

Submittal of this information constitutes a valid proposal as required by

Authority of Act 431, PA 1984to provide the services as specified.

BID OPENING DATE and TIME CONTACT INFORMATION FOR EXAMINATION OF PREMISES AND WORKING CONDITIONS AT THE SITE For DNR Issuing Officer

Friday, Feb. 5, 2021 at 12:00 noon

Site Contact/Project Manager’s Name

SEAN DUFFY

517-202-3055 CONTRACT NO.:

PROJECT NUMBER

RFP 210000000752

COMMODITY CODE:

DEPARTMENT(751):

DNR -

DIVISION/OFFICE NAME

MARKETING AND OUTREACH DIV

FIELD UNIT NAME

ROSE LAKE FIELD OFFICE

PROJECT LOCATION (WORK SITE)

9870 WEST STOLL RD., HASLETT, MI 48840

PROJECT NAME

SHOOTING RANGE WAREHOUSE METAL ROOF

SCOPE OF WORK: The work to be completed under this contract includes furnishing all labor, materials, and equipment to replace and repair the existing metal roof at the DNR range warehouse with a 24-gauge metal roof as specified in attached document (07610 Metal Roofing). The existing roof will be removed, OSB decking will be installed, new pressure treated fascia boards will be installed on the back eave side of the building and on the gable ends, where condition/requirement for proper installation dictates need. The proper disposal of all materials offsite. Restoration of site to conditions as originally found. Contractor must adhere to all current State building codes. Contractor is responsible for all necessary permits.

Time of Completion: Upon acceptance of the Proposal and Contract by the State, the Contractor agrees to complete all work within SIXTY (60) DAYS after award of contract.

Bidder’s Section: (See attached instructions to Bidders, General Conditions and General Requirements.)

DO NOT alter or qualify this Proposal and Contract. This Proposal may be rejected if this form is altered or qualified.

BIDDER ‘S NAME AND COMPLETE ADDRESS

TELEPHONE

STREET ADDRESS FEDERAL I.D. NUMBER

(if none, SOCIAL SECURITY NUMBER) (Protected information required for processing payments)

CITY, STATE, ZIP

Base Proposal Sum $ (This figure shall be valid for a period of sixty (60) days from the Bid Opening Date.)

NOTE: BID GUARANTEE & BONDS ARE NOT REQUIRED ON THIS PROJECT UNLESS BID AMOUNT IS OVER $50,000.

Bidder Acknowledges receipt of the following addenda: Dated:

We propose to furnish all labor, materials, equipment, tools, and services required to complete the work in accordance with the specifications and conditions contained herein in consideration of the sum(s) stated above and agree that this document and attached General Terms and Requirements will constitute the contract if accepted by the State.

Signatures and Authorizations: Bids may be rejected as being incomplete without this authorization.

BIDDER'S SIGNATURE (s) DATE

Corporations shall include with the bid, a copy of the resolution giving the person signing the bid, power to bind the company in a legal contract.

Partnerships may have all partners sign this “Proposal and Contract for DNR” (Form PR1625) or may submit a Power of Attorney.

WITNESS' SIGNATURE DATE

Sole proprietorships need only to have their signatures witnessed.

Submit a Digital Copy of this Proposal To: ACCEPTANCE: THIS PROPOSAL IS

ACCEPTED BY THE STATE OF MICHIGAN

PATRICK AVENDT

DNR PROCUREMENT SERVICES

avendtp@michigan.gov

DNR ISSUING OFFICER’S SIGNATURE DATE

WITNESS' SIGNATURE DATE

3 PR1625 (Rev. 6/2018)

BID ALTERNATES – DNR ROSE LAKE SHOOTING RANGE WAREHOUSE STANDING SEAM METAL

ROOF

I. GENERAL

A. The Base Proposal Sum is solicited and the amount is to be inserted by the Bidder in the blank space provided on the PROPOSAL AND CONTRACT form. The Base Proposal Sum shall cover all portions of Work, including all incidentals, for the satisfactory completion of the Scope of Work by the specified appointed Completion Date. Award of Contract, if made, will be to the Bidder whose Base Proposal Sum is to the best interest of the State. Do Not Alter This Bid Form.

In addition to the Base Proposal Sum, please provide separate pricing for the following additional work, should funding be identified to exercise these optional Bid Alternates.

BID ALTERNATE #1-

Provide a price for the labor, materials and equipment for the installation of aluminum fascia and soffit to the rear eave end of the building, and installation of aluminum fascia on both gable ends. Color of fascia and soffit will be musket brown to match existing colors on the front of the building. (First priority objective will need to be complete to allow for gutter installation)

BID ALTERNATE #2-

Provide a price for the labor, materials and equipment for the installation of approximately 170 feet of seamless gutters and downspouts covering the entire length of the front and back of the building.

Gutters and downspouts will match the roof in color being hunter green. (Second priority)

BID ALTERNATE #3-

Provide a price for the labor, materials and equipment for the demolition of an abandoned block chimney and proper disposal of all materials to an offsite location. (Last priority as this can be completed by DNR staff if needed before other work commences.)

II. BASIS OF AWARD OF CONTRACT

A. Award of Contract will be based upon the lowest Base Proposal Sum received from a responsive and responsible bidder, provided the figure does not exceed available funding. The Base Proposal Sum does not include any of the Bid Alternates.

B. Bid Alternates: Should funding permit, the Owner shall exercise the Bid Alternates in the order listed.

Bid Alternate #1 is the highest priority. Bid Alternate #2 is the second highest priority. Bid Alternate # 3 is the lowest priority.

4 PR1625 (Rev. 6/2018)

Department of Natural Resources

Shooting Range Warehouse Roof Replacement

9870 West Stoll Road Haslett, MI 48840

Objective

The objective of this project is to remove the existing metal roof at the Department of Natural Resources Shooting Range Warehouse and replace it with a 24-gauge metal roof meeting the specifications of the attached document (07610 Metal Roofing) in hunter green color over OSB decking. This project will also entail replacement of up to approximately 85 feet of pressure treated fascia boards on rear eave side of the building, and up to approximately 120 feet of pressure treated fascia boards on the gable ends of the building.

Fascia board will be replaced where it’s condition would interfere with the proper installation of roofing materials, aluminum fascia/soffit, or seamless gutter installation. This building is essential for storing and distributing supplies to the states staffed shooting ranges. Due to the age and condition of the existing roof, it is in the best interest of the state to replace the roof, ensuring the protection of its contents and the longevity of the building itself.

5 PR1625 (Rev. 6/2018)

Scope of Work:

Preparation:

1.) Removal of the existing roof and all relevant materials, and the proper disposal of materials to an offsite location utilizing contractor supplied dumpster.

Installation:

1.) All applicable building codes set forth by the State of Michigan shall be adhered to. All work will be subject to inspection and proper permits will need to be obtained by the contractor.

2.) Currently the existing metal roof is on purlins. After the removal of the existing roof all necessary repairs should be completed. The entire roof will be sheathed with OSB decking, decking will meet the manufacturers recommendations/requirements as defined for the specified materials in the document (07610 Metal Roofing).

3.) Fascia boards will be replaced on both gable sides of the building and on the rear eave side of the building where the condition of material would compromise the proper installation of roofing materials, aluminum fascia and soffit, or seamless gutters.

4.) A 24-gauge metal roof in hunter green color will be installed including all materials needed for completion of a finished project that provides for the maximum longevity. The installation of drip edge, ice and water shield membrane on eave ends, snow guards protecting areas of entrance and egress for pedestrians and vehicles, starter strip, vapor barrier, felt, venting to code, flashing, pipe boots, ridge cap, hardware, and all other materials needed will be the responsibility of the contractor. Please refer to (07610 Metal Roofing) for specified installation/materials.

Disposal/Clean up

1.) The contractor will be responsible for the disposal of any materials (new/old) related to the project that the facility does not desire to retain using a contractor supplied dumpster.

2.) The site of the project including the surrounding area will be cleaned and free from any debris related to the project.

3.) The site of the project will be restored to as good of condition as found before work commenced or better.

6 PR1625 (Rev. 6/2018)

Approximate dimensions of the building and views of ends

7 PR1625 (Rev. 6/2018)

07610 - 1

SECTION 07610 SHEET METAL ROOFING

PART 1 – GENERAL

1.01 DESCRIPTION

A. General

1. Furnish all labor, material, tools, equipment, and services for all preformed roofing as indicated, in accord with the provisions of the Contract Documents. The Metal Roofing Manufacturer will provide all components required for a complete metal roofing system to include panels, panel clips, trim/flashing, fascias, ridge, closures, sealants, fillers and any other required items.

2. Completely coordinate with work of all other trades.

3. See Division 1 for General Requirements.

B. Related work specified elsewhere:

1. Section 05990 – Miscellaneous Metals

2. Section 07600 - Flashing and Sheet Metal

1.02 REFERENCES

1. ASTM A653: Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvanized) by the Hot-Dip Process

A. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA)

1. Architectural Sheet Metal Manual

1.03 QUALITY ASSURANCE

A. Applicable standards:

1. 1996 Low Rise Building Systems Manual, Metal Building Manufacturers Association, Inc., Cleveland, OH, 1996.

2. AISI CF00-01, “A Design Guide for Standing Seam Roof Panels,” American Iron and

Steel Institute, 2000.

3. AISI CF97-01, “A Guide for Designing with Standing Seam Roof Panels,” American Iron and Steel Institute, 1997.

4. Aluminum Design Manual — 2000 Edition, Aluminum Association, Washington, D.C., 2000.

5. ASTM A653, “Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-

Coated (Galvannealed) by the Hot-Dip Process,” American Society for Testing and Materials, 1998.

6. ASTM E1592, “Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference,” American Society for Testing and Materials, 1995.

9. Cold-Formed Steel Design Manual, American Iron and Steel Institute, Washington, D.C., 1996.

10. Metal Roofing Systems Design Manual — First Edition, Metal Building Manufacturers Association, Inc., Cleveland, OH, 2000.

11. UL 580, “Tests for Uplift Resistance of Roof Assemblies,” Underwriter’s Laboratories, Inc., 1994.

B. Manufacturer’s qualifications:

1. Manufacturer shall have a minimum of three years experience in manufacturing metal roofing systems. Panels specified in this section shall be produced in a permanent factory environment with fixed-base roll-forming equipment. A letter certifying the manufacturer’s qualifications shall accompany the product material submittals.

07610 - 2

C. The Installer shall meet the following minimum criteria:

1. The Project foreman shall be certified by the manufacturer in the proper installation of the specified system and will be present to supervise whenever material is being installed.

2. Have installed five projects of similar scope and magnitude that have been in service for a minimum of two years with satisfactory performance of the roof system.

1.04 SYSTEM PERFORMANCE REQUIREMENTS

A. Performance testing:

1. Metal roofing panel shall be tested in accordance with Underwriters Laboratories, Inc.

(UL) Test Method 580 “Tests for Uplift Resistance of Roof Assemblies,” Class 90 rating.

2. Metal roof panel shall be tested in accordance with ASTM E1592-95 for negative loading.

Capacity for gauge, span, or loading other than those tested may be determined by interpolating between test values only.

3. Metal roof panel shall be tested in accordance with Underwriters Laboratories (UL) test method for impact resistance. Materials shall meet or exceed Class 4.

4. Metal roof panel shall be tested in accordance with Underwriters Laboratories (UL) test method for fire resistance. Materials shall meet or exceed Class A.

1.05 DESIGN REQUIREMENTS

A. General:

1. The metal roof system shall be designed by the Manufacturer as a complete system.

All components of the system shall be supplied or specified by the same manufacturer with a minimum roof slope of 3” to 12”.

B. Design loads:

1.01 Design load application shall be in accordance with State and local Building Code.

1.02 2. Dead loads:

a. The dead load shall be the weight of the panel. Collateral loads shall not be applied to the roof panels.

3. Live loads:

a. The panels and concealed anchor clips shall be capable of supporting a minimum uniform live load of 30 psf.

4. Snow loads:

a. The design ground snow loads shall be as defined by the State of Michigan building code for this type of structure located in Bay County, Michigan.

5. Wind loads:

a. The design wind speed for the metal roofing system shall be as defined on the contract documents.

6. Thermal effects:

a. Roof panels shall be free to move in response to the expansion and contraction forces resulting from temperature variation, as specified in the MBMA Metal Roofing Systems Design Manual.

7. Rainfall intensity:

a. All exterior gutters and downspouts shall be designed for rainfall intensity based upon a 5-year recurrence interval for a five-minute duration. All interior gutters, valleys, and downspouts shall be designed for rainfall intensity based upon a 25-year recurrence interval based on a five-minute duration.

C. Framing members supporting the panel.

1. Any additions/revisions to framing members supporting the panel to accommodate the manufacturer/fabricator’s design shall be the Contractor’s responsibility, and shall be submitted for review and approval by the Engineer of Record. New or revised framing members and their connections shall be designed in accordance with [AISC] [AISI] [SJI] design specifications. Deflection requirements shall be in accordance with the applicable

07610 - 3 building code, or as a minimum, the provisions of the AISC Steel Design Guide Series 3

— Serviceability Design Consideration for Low-Rise Buildings.

D. Roof panels:

1. Steel panels shall be designed in accordance with the AISI Cold-Formed Steel Design Manual.

2. Aluminum panels shall be designed in accordance with the Aluminum Design Manual.

3. Deflection requirements shall be in accordance with the applicable building code, or as a minimum, L/180 for roof snow load (but not less than 20/psf).

E. Accessories and their fasteners

1. Accessories and their fasteners shall be capable of resisting the specified design wind uplift forces and shall allow for thermal movement of the roof panel system. Exposed fasteners shall not restrict free movement of the roof panel system resulting from thermal forces, except at designed points of roof panel fixity.

1.03 SUBMITTALS

A. Installation drawings:

1. Submit completed installation drawings and installation details by the manufacturer, to the architect (owner) for review. Do not proceed with manufacture prior to review and architectural approval of installation drawings.

2. Installation drawings shall show methods of installation, elevations, and plans of roof and wall panels, sections and details, specified loads, flashings, roof curbs, vents, sealants, interfaces with all materials not supplied by the metal roofing system manufacturer, and proposed identification of component parts and their finishes.

B. Physical samples:

1. Submit samples and color chips for all proposed finishes.

a. Submit one 12-inch long sample of panel, including clips.

b. Submit two 3-inch x 5-inch color chip samples in color selected by the owner.

C. Test reports:

1. Submit test report showing that metal panels have been tested in accordance with ASTM E1592-95.

1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A.

Delivery:

1. Deliver metal roofing system to job site properly packaged to provide protection against transportation damage.

B. Handling:

1. Exercise extreme care in unloading, storing, and installing metal roofing system to prevent bending, warping, twisting, and surface damage.

A. Storage:

1. Store all material and accessories above ground on well-supported platforms that provide a minimum of 3” to 12” of slope. Store under waterproof covering. Provide proper ventilation of metal roofing system to prevent condensation build-up between each panel or trim/flashing component.

07610 - 4

1.05 WARRANTY REQUIREMENTS

A. The Contractor shall warrant the materials to be free of faults and defects in accordance with the General Conditions, except that the warranty shall be extended by paint manufacturer’s standard multi-year warranty. The warranty shall be in writing and shall be signed by the manufacturer.

PART 2 – PRODUCTS

2.01 MANUFACTURER

A. Unaclad by Firestone Building Products

B. CENTRIA

C. Berridge.

D. Fabral 1-1/2” SSR E. Other manufacturers seeking approval of their products must comply with requirements of the Instructions to Bidders (AIA Document A701), Paragraph 3.3 prior to bidding.

2.02 ROOFING TYPE

A. UNA-CLAD UC-4 No-Clip Snap-Lock Standing Seam roofing system, roll formed steel roofing panels.

2.03 PANEL MATERIALS AND FABRICATION

A. Steel Panels: ASTM A653M-02, G90 (lock-forming quality), extra smooth, tension-leveled, galvanized steel, minimum spangle.

1. Thickness: 24 gauge.

2. Seam Height: 1 1/2 inch min.

3. Seam Spacing: 16 inches.

2.04 FINISHES

A. Coil-Coated or Spray-Applied Fluorocarbon Resin

1. Color: Selected by Architect/Engineer from manufacturer’s standard colors.

2. Number of Coats: 2-coat.

3. Provide factory applied strippable plastic film for protection during fabrication and installation.

2.05 ACCESSORIES

A. Fasteners: Non-corrosive, 1 inch, UC-4 self-tapping screws for plywood or metal substrate.

B. Underlayment:

1. Non-asphaltic fiberglass-based underlayment meeting ASTM D146, D1922 and D4869.

C. Waterproofing membrane:

a. Waterproofing membrane shall be self-adhering and made of rubberized asphalt integrally bonded to polyethylene sheeting.

b. ASTM D1970, self-adhering rubberized sheet membrane

c. Minimum thickness shall be 40 mils.

d. Membrane shall be W. R. Grace & Company's "Ice and Water Shield", or approved equal.

07610 - 5

2.06 MISCELLANEOUS MATERIALS

A. Fasteners:

Fasteners for steel roof panels shall be zinc-coated steel, aluminum, corrosion resisting steel, or nylon-capped steel, type and size specified below, or as otherwise, approved for the applicable requirements. Fasteners for aluminum roof panels shall be aluminum or corrosion resisting steel. Fasteners for structural connections shall provide both tensile and shear ultimate strengths of not less than 750 pounds per fastener. Fasteners for accessories shall be the manufacturer’s standard. Exposed roof fasteners shall be sealed or have sealed washers on the exterior side of the covering to waterproof the fastener penetration. Washer material shall be compatible with the screw head; have a minimum diameter of 3/8-inch for structural connections; and gasket portion of fasteners or washers shall be neoprene or other equally durable elastomeric material.

B. Components:

1. Components shall be compatible with the roof panel furnished. Flashing, trim, metal closure strips, caps, gutters, downspouts, roof curbs, and similar metal components shall not be less than the minimum thickness specified by the panel Manufacturer. Exposed metal components shall be finished to match the panels or trim, as furnished. Molded closure strips shall be closed-cell or solid-cell synthetic rubber or neoprene, or polyvinyl chloride or metal pre-molded to match configuration of the covering and shall not absorb or retain water.

C. Sealants:

1. All tape sealant is to be a pressure sensitive, 100 percent solid, sealing tape with a release paper backing. Provide permanently elastic, non-sagging, non-toxic, non-staining tape sealant approved by the panel Manufacturer.

2. The panel Manufacturer shall approve all joint sealant that will come into contact with the panel.

2.07 FABRICATION

A. Panels shall be produced by a Manufacturer meeting the requirements of section 1.02B.

B. Fabricate trim, flashing, and accessories to Manufacturer’s specified profiles.

2.08 PREFABRICATED CURBS AND EQUIPMENT SUPPORTS

A. General

1. Provide the Manufacturer with the dimensions, weights, and model number of the units to be supported by the curb(s).

B. Fabricate curbs of structural quality aluminum, Galvalume®, or hot-dipped galvanized sheet.

Curbs shall have welded joints unless a two-piece curb is required. Provide integral base plates and water diverters/crickets. Front base plate shall be extended up-slope from the beginning of the water diverter. Curbs shall be designed for a compatible installation with the panel system.

C. Curbs shall be constructed to match the roof slope and provide a mounting surface as required by the rooftop unit manufacturer.

D. Submit roof curb manufacturer’s shop drawings to panel Manufacturer for approval before fabrication of curbs.

E. Any curb structural support system shall allow proper thermal movement of the curb with the roofing system.

07610-7

2.09 PREFABRICATED PIPE FLASHINGS

A. Pipe flashings shall provide a weather-tight joint at projections through the roof, taking into account the thermal movement of the roof and the service temperature of the projection. Pipe flashings shall have an aluminum-flanged base ring.

PART 3 – EXECUTION

3.01 SURFACE

CONDITION

S A.

Examination

1. The Contractor shall verify installed work of other trades that such work is complete to a point where the roofing system installation may commence.

2. Verify that the substructure installation is in accordance with the approved shop drawings and panel Manufacturer’s requirements. This specifically includes verifying that secondary structural members and/or decking are installed to meet performance requirements. Coordinate with panel Manufacturer to ensure that the substructure is installed to accommodate the appropriate clip spacing.

B. Discrepancies:

1. In event of discrepancy, notify the architect (owner).

2. Do not proceed with installation until discrepancies have been resolved.

C. Verify that roof openings, curbs, pipes, sleeves, ducts, vents, and other penetrations through roof substrate are complete.

3.02 INSTALLATION

A. Install the panel in accordance with Manufacturer’s instructions and approved installation drawings.

B. Install the panel so that it is weather-tight and allows for thermal movements.

C. Locate and space all exposed fasteners in accordance with the panel

Manufacturer’s recommendations. Use proper torque settings to obtain controlled uniform compression for a positive seal without rupturing the neoprene washer.

D. Avoid placing pipe penetrations through the panel seams.

E. Do not allow panels or trim to come into contact with dissimilar materials (i.e.

copper, lead, graphite, treated lumber, mortar, etc). Water run-off from these materials is also prohibited.

F. Comply with the panel Manufacturer’s approved installation drawings and instructions.

07610-7

G. Field cutting of panels, trim, and/or flashing shall be accomplished by hand or electric shears. At no time shall a hot saw be used.

3.03 ADJUSTING AND CLEANING

A. Repair panels with minor damage.

B. Remove panels damaged beyond repair and replace with new panels to match adjacent undamaged panels.

END OF SECTION

3 PR1625 (Rev.5/2020)

INSTRUCTIONS TO BIDDERS

1. Preparation of Bid: Execute bid fully and properly.

Submit in duplicate on this form in a sealed envelope to this office. Alternatively, bid may be e-mailed or faxed to the Project Manage by the due date and time.

2. Signatures: All bids, notifications, claims, and statements must be signed as follows:

a. Corporations: Signature of official shall be accompanied by a certified copy of the resolution of the Board of Directors authorizing the individual signing to bind the corporation.

b. Partnerships: Signature of one partner shall be accompanied by a certified copy of the power of attorney authorizing the individual signing to bind all partners. If bid is signed by all partners, no authorization is required.

c. Individual: No authorization is needed. Each signature must be witnessed.

3. The bidder acknowledges the right of the owner to reject any or all bids and to waive any informality or irregularity in any bid received. In addition. the bidder recognizes the right of the owner to reject a bid:

a. if the bid is in any way incomplete or irregular;

b. if the bidder's performance as a contractor was unsatisfactory under a prior contract for the construction, repair, modification or demolition of a facility with the owner, or a contractor in privity of contract with the owner, which was funded, directly or indirectly, by the owner;

4. It is the intent of the owner to award a contract to the lowest responsible bidder, provided the bid has been submitted in accordance with the requirements of the bidding documents, and does not exceed the funds available.

5. Individuals needing special services to fully participate in the bidding process due to a physical challenge may contact the building superintendent or the facility manager.

6. Electronic Funds Transfer Payment Public Act 533 of 2004 requires all vendors doing business with the State of Michigan to receive payment by electronic funds transfer (EFT) for services and goods provided to the State. Please log on to the contractor and payment website at www.michigan.gov/sigmavss to register your company or you may contact the Vendor Help Desk toll-free at 888-734-9749. Contract cannot be awarded until the EFT registration process is fully complete.

7. Interpretation of Contract Documents: If any person contemplating submitting a bid for this project is in doubt as to the true meaning of any part of the drawings, specifications or other contract documents, he/she may submit a written request to the director for an interpretation not later than nine days prior to due date of bids. The person submitting the request will be responsible for its prompt delivery. An interpretation of the documents will be made by the requesting office and an addendum issued and mailed or delivered to each person who has received a set of drawings and specifications. All addenda issued shall be made a part of the contract requirements. The state will not be responsible for any other explanation or interpretation of the contract documents.

8. Substitution of Materials: Any bidder wishing to use manufacturers or materials other than those specified shall submit a written request to the director not later than nine days prior to due date for bids. Request shall be accompanied by product data to permit evaluation and comparison with specified products or materials. The person submitting the request will be responsible for its prompt delivery. An examination and evaluation of product data will be made by the state unit and, if found acceptable, an addendum will be issued and mailed or delivered to each person who has received a set of drawings and specifications. All addenda issued shall be made a part of the contract requirements.

9. Time of Completion: Upon acceptance by the state of the Proposal and Contract, the contractor agrees to complete all work required in the time frame required on the Proposal and Contract.

10. Michigan Products and Recycled Products: All contractors and suppliers are encouraged to provide Michigan-made products and/or recycled products whenever possible where price, quality, and performance are equal to, or superior to, non-Michigan products and the requirements of the contract documents.

11. Rejection: The state reserves the right to reject any bids and to waive any defects in bids.

12. Contract: Upon acceptance by the state, this document will constitute the contract and the executed duplicate will be returned to the contractor. The contract shall not be in force until the contractor has complied with all of the requirements of insurance.

GENERAL CONDITIONS

1. Definitions: "State", the State of Michigan; "Director", the director of the State Unit or his/her authorized representative; "State Unit", any state department, board, commission or institution; "Contractor", the bidder whose proposal is accepted by the state; "Notification", written notice delivered in person or by mail; "Contract Documents", this document and supplemental specifications and drawings.

2. Unfair Labor Practice: Public Act No. 278 of 1980 prohibits the state from awarding a contract or subcontract to an employer who has been found in contempt of court by a Federal Court of Appeals, on not less than three occasions involving different violations during the preceding seven years, for failure to correct an unfair labor practice as prohibited by Section 8 of Chapter 372 of the National Labor Relations Act, 29 U.S.C. 158. A contractor http://www.michigan.gov/sigmavss

4 PR1625 (Rev.5/2020) for the state may not, in relation to that contract subcontract with such an employer.

3. Safety Regulations: The contractor shall conform to the "General Safety Rules and Regulations" for the construction industry, as prescribed by the Construction Safety Commission, Department of Labor and Economic Opportunity, Occupational Safety and Health Administration, Lansing, Michigan, and the Occupational Safety and Health Standards of the United States Department of Labor. This shall be made a condition of each subcontract entered into pursuant to the contract.

4. Taxes: The contractor shall include and be deemed to have included in the bid and contract price all Michigan sales and use taxes currently imposed by legislative enactment and as administered by the Michigan Department of Treasury's Revenue Division on the bid date.

5. Nondiscrimination: For all State Contracts for goods or services in amount of $5,000 or more, or for Contracts entered into with parties employing three or more employees; in connection with the performance of Work under this Contract, the Contractor and its Subcontractors and Suppliers must comply with the following requirements:

a. Not to discriminate against any employee or applicant for employment because of race, color, religion, national origin, age, sex, height, weight or marital status and take affirmative action to ensure that applicants are employed and the employees are not subject to such discrimination. Such action must include, but is not be limited to, the following:

employment, upgrading, demotion or transfer;

recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training.

b. To state in all solicitations or advertisements for employees that all qualified applicants will receive consideration for employment without regard to race, color, religion, national origin, age, sex, height, weight or marital status.

c. To send, or have its collective bargaining representative send, each labor union or representative of workers with which there is a collective bargaining agreement or other contract or understanding, a notice advising the labor unions or workers' representative of the commitments under this provision.

d. To comply with the Elliot-Larsen Civil Rights Act, 1976 PA 453, as amended , MCL 37.2201 et seq.; the Michigan Persons With Disability Civil Rights Act, 1976 PA 220, as amended, MCL 37.1101 et Seq.;

and all published rules, regulations, directives, and orders of the Michigan Civil Rights Commission (MCRC) which may be in effect on or before the date of Bid opening.

e. The Contractor must furnish and file compliance reports within the times, and using the forms prescribed by the MCRC. Compliance report forms may also elicit information as to the practices, policies, programs, and employment statistics of the Contractor and Subcontractors. The Contractor must permit access to Records by the MCRC and its agent for purposes of ascertaining compliance with the Contract and with rules, regulations, and orders of the MCRC.

f. If, after a hearing held under its rules, the MCRC finds that the Contractor has not complied with the nondiscrimination requirements of the Contract Documents, MCRC may, as part of its order, certify its findings to the Administrative Board of the State of Michigan, which may order the cancellation of the Contract and/or declare the Contractor ineligible for future contracts with the State until the Contractor complies with the MCRC’s order.

6. Conflicts and Omissions: The intent of the contract documents is to provide everything necessary for the proper execution of the work. In case of conflict, the work shall not proceed until a decision has been agreed upon by all parties concerned.

7. Royalties, Patents, Notices, and Fees: Contractor shall give all notices and pay all royalties, building permits, and fees. He/she shall defend all suits or claims for infringement of any patent rights and shall save the state harmless from loss on account thereof. He/she shall comply with all laws, ordinances, and codes applicable to any portion of the work.

8. Examination of Premises: Bidder shall familiarize himself/herself with local conditions affecting the job.

He/she shall take his/her own measurements and be responsible for the correctness of same. Bidder shall be held to have made such examinations and no allowances will be made in his/her behalf by reason of error or omission on his/her part. If any part of the contractor’s work depends for proper results upon existing work or the work of another contractor, the contractor shall notify the director before commencing work of any defects that will affect the results. Failure to so notify the director will constitute his/her acceptance of the conditions.

9. Working Conditions: All work shall be done in accordance with all regulations governing the state unit wherein the work is to be performed and with minimum possible interference with the proper functioning of the activities of that state unit. Materials, tools, equipment, etc., shall be confined so as not to unduly encumber the premises. Each bidder shall be held to have visited the site and checked with the authorities the working conditions and the methods of carrying out the work and to have included in his/her proposal all costs for meeting such working conditions.

10. Materials: Unless otherwise specified, all materials shall be new and of the best grade of the representative kinds for the purpose.

a. Whenever material, an item of equipment, or a system is described by a performance specification, written as a proprietary product, or uses the name of a manufacturer or vendor, the term "or equal' if not inserted, shall be implied.

5 PR1625 (Rev.5/2020)

11. Permits: The Contractor is responsible for all necessary permits for this project, unless otherwise indicated on the Bid Form, Technical Specifications, or Drawings.

All work shall be executed in accordance with the State of Michigan‘s Construction Codes, except where work is specified or shown to be above such standard. The work shall be executed in conformity with the drawings and these specifications.

If the contractor performs any work knowing it to be contrary to the State of Michigan‘s Construction Codes, the contractor shall assume full responsibility and shall bear all attributable costs.

12. Employees and Superintendence: Contractor shall enforce good order among his/her employees and shall not employ on the work any disorderly, intemperate, or unfit person or anyone not skilled in the work assigned to him/her. Contractor or a competent person having authority to act for him/her shall be at the work at all times. He/She shall have the plans and specifications available on the site at all times.

a. Michigan Residency: Pursuant to 1988 PA 504, 50 percent of the persons working on this project and employed by the prime contractor or subcontractors shall have been residents of the State of Michigan for not less than one year before beginning work.

13. Other Contracts: The state may let other contracts in connection with the work and the contractor shall properly connect and coordinate his/her work with the work of such other contractors. The state shall not be liable for any damages or increased costs occasioned by the failure of other contractors to execute their work as may be anticipated by these documents.

14. Protection: The contractor shall be responsible for the protection of state property during the period of construction and shall exercise care to prevent damage to structures, utility services, storm and sanitary drainage systems, lawns, trees, plant material, fences, walks, drives, roadways, and other improvements in and adjacent to the area of work under the contract.

15. Insurance: No work connected with this contract shall be started until the contractor has submitted original signed certificates of insurance covering general liability and workers' compensation indicating (a) all workers are insured to protect him/her from claims for damages for personal injury or death which may arise from operations under this contract as required by Michigan statute. The certificate must indicate a waiver of subrogation in favor of the State for the workers’ compensation. And that (b) he/she has the following liability insurance coverage:

Commercial General Liability limits shall be $2,000,000.00 each occurrence, $2,000,000.00 general aggregate, $2,000,000.00 products and completed operations aggregate, $1,000,000.00 personal and advertising injury. Commercial Automobile Liability limits shall be $2,000,000.00 combined single limit, $1,000,000 Each Occurrence Limit, $500,000 Fire Damage Limit (any one fire). All of the above insurance shall be maintained during the life of this contract.

Partial payments shall not relieve the contractor from full responsibility for any damage which may result from any cause including fire or other casualty until completion of the contract and final payment. Any casualties shall not relieve the contractor from performing the contract.

Insurance Companies must have a rating of “A—” or better as listed by A.M. Best Company. The State of Michigan, its departments, divisions, agencies, offices, commissions, officers, employees, and agents must be named as an additional insureds on the certificate.

16. Michigan Right-to-Know Law: All contractors must conform to the provisions of the Michigan Right-to-Know Law, 1986 PA 80 which requires employers to:

a. develop a communication program designed to safeguard the handling of hazardous chemicals through labeling of chemical containers and development and availability of Material Safety Data Sheets;

b. provide training for employees who work with these chemicals.

c. develop a written hazard communications program.

17. Changes: Contractor shall make changes in the contracted work only as ordered in writing by the director.

18. Inspection: Contractor shall at all times permit and facilitate inspection of the work by the director. The state unit will designate an inspector for this contract. It will be the responsibility of this contractor to notify the inspector of the date operations are to start and to contact the inspector periodically during the course of the work to ensure that work is being performed in accordance with the conditions of this contract.

19. Termination for Breach: The state may terminate this contract when violations are not stopped immediately and corrected within a reasonable length of time after notification by the director or when the approved progress schedule is not met because of failure of the contractor to prosecute the work. In the event of such termination, the state may complete the contracted work and the contractor will be liable for any excess cost occasioned the state thereby and in such case the state may take possession of and utilize in completing the work such materials and equipment as may be on the site and necessary.

20. Clean Up: Contractor shall at all times keep the premises free from accumulations of waste material or rubbish caused by his/her employees or work and at the completion of the work. he/she shall remove all his/her waste, tools, equipment, staging and surplus materials from the structure and grounds and leave his/her work clean and ready for use.

21. Guarantee: Contractor shall furnish the state with a written guarantee to remedy any defects due to faulty materials or labor which appear in the work within one year from the date of final acceptance by the state.

22. Payment: Payment for the work will be made in one sum at the completion of the contract except that a single progress payment may be made at any time during the construction period for the value of the work completed, 6 PR1625 (Rev.5/2020) except in no case shall the amount of the payment exceed 50 percent of the value of the contract. If contractor expects to request partial payment, he/she shall submit a schedule of costs and quantities of the various parts of the work aggregating the total contract sum, such as the director may request. When requested, the contractor shall submit a statement based upon this schedule, itemized and supported as the director may require. Contract will not be considered complete until the work has been accepted as final by the state unit and the director and the attached "Guarantee and Statement” (DMB-437) has been completed and signed by the contractor. Payments will be made within 30 days after the Director has certified to the Owner that work is in place in the portion of the facility covered by the applicable request for payment in accordance with the Contract documents. Processing of progress payments by the Owner may be deferred by the Owner until Work having a prior sequence, as provided in the Contract documents, is in place and is approved. Each Application of Payment shall certify that all monies owed by the Contractor to Subcontractors and Suppliers for which payment previously has been sought have been paid from the payments received.

23. Protection of Utility Services: It is a requirement of this Contract, in accordance with Public Act 53 of 1974, as amended, that the Contractor give notice of construction intent to public utilities. "Miss Dig" (telephone number 1-800-482-7171, toll free) shall be notified a minimum of 72 hours (three working days) prior to construction activities. The Contractor shall provide for the protection of all public utility underground and above ground facilities that are to remain. Damage to any such utility services resulting from the Contractor's operations shall be repaired or replaced by the Contractor without additional cost to the State.

24. Bid Security is not required for this Bid. However, a Performance Bond and Payment Bond are required for all bids greater than $50,000. The Bidder’s expense of these bonds must be included in the Base Proposal Sum. Bonds will not be paid for separately. Bonds are obtained by the successful bidder after award of contract. Bonds must be on State of Michigan approved forms. The Performance Bond and Payment Bond must remain in effect from the date of Contract Award until final completion of the Work or the end of Correction Period, whichever comes later. The surety bonds required for a Construction Contract will not be accepted by the State of Michigan unless the surety bonding company is listed in the current United States Government, Department of Treasury’s, Listing of approved sureties (bonding/insurance companies), Department Circular 570. Copies of the current Circular listing may be obtained through the internet web site at http://www.fms.treas.gov/c570/c570.html.

Insurers must have an “A-“ A.M. Best Company Rating and a Class VII or better financial size category as shown in the most current A.M. Best Company ratings.

Insurance must be provided by insurers authorized by the Department of Insurance and Financial Services (DIFS) to do business as an insurer in Michigan. The insurance company and must attach evidence of the authorization. These certificates must specify the Project File No., Index No., Project Title, and a description of the Project. The Contractor agrees that insurance coverage afforded under the policies as such coverage relate to the State under this Contract as determined by the Contractor will not be modified or canceled without at least thirty calendar days prior written notice to the State. The latest A.M. Best’s Key Ratings Guide and the A.M. Best’s Company Reports (which include the A.M. Best’s Ratings) are found at: http://www.ambest.com. The Contractor must not perform any part of the Work unless the Contractor has all the required insurance in full force and effect.

GENERAL REQUIREMENTS

1. The state unit will provide the following work:

a. State Salvage: The state reserves the right to salvage certain items and equipment. Such items will be identified to the bidder at the time of his/her inspection of the proposed work. Salvaged items will be removed by state prior to commencement of work under the contract.

b. Moving Furnishings and Equipment: The contractor shall give timely notice to state unit of all furnishings, window covering and movable equipment that will interfere with his/her work or which the contractor cannot protect with coverings of paper, plastic, drop cloths or clean tarpaulin. The contractor shall furnish, install. maintain and remove all coverings used to protect furnishings. window coverings and movable equipment.

2. Project Coordination:

a. Prior to beginning work the contractor shall meet with the state unit and arrange the schedule for the project.

Once the project is started, it shall be carried to completion without delay.

b. Any building utility service interruptions or outages required by the contractor in performing the work shall be…