1-15853 GBAPS Red Smith 2026 - project manual.pdf

PROJECT

MANUAL

2765 Sussex Rd.

Green Bay, Wisconsin

Prepared for:

Mr. Paul Mleziva Facilities Manager of Maintenance

Green Bay Area Public Schools

200 South Broadway Green Bay, Wisconsin 54303

Issued for bid:

October 3, 2025

RED SMITH K-8 SCHOOL

ROOF REPLACEMENT 2026

Prepared by:

Specialty Engineering Group, LLC 122 E. Olin Ave., Suite 190

Madison, Wisconsin C: (920) 205-3571 www.str-seg.com

STR-SEG Project # 15853

This page intentionally left blank

STR-SEG

15853 Red Smith K-8 School - Roof Replacement 2026

TABLE OF CONTENTS 00 01 10 - 1

DOCUMENT 00 01 10

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

A. 00 01 10 – Table of Contents B. 00 01 15 – List of Drawing Sheets C. 00 11 13 – Request for Bids / Bid Advertisement D. 00 21 13 – Instructions to Bidders

1. INSERT – Bidder’s Proof of Responsibility

2. INSERT – Bidder’s Statement of Fact

3. INSERT – Form of Non-Collusive Affidavit

E. 00 31 00 – Available Project Information F. 00 41 00 – Bid Form G. 00 43 36 – Proposed Subcontractors Form H. 00 50 00 – Contracting Forms and Supplements I. 00 60 00 - Project Forms

1. INSERT – ANSI/SPRI FX-1 Form J. 00 73 00 – Supplementary Conditions

SPECIFICATIONS

2.01 DIVISION 01 -- GENERAL REQUIREMENTS

A. 01 10 00 – Summary of Work B. 01 20 00 – Price and Payment Procedures C. 01 22 00 – Unit Prices D. 01 30 00 – Administrative Requirements E. 01 40 00 – Quality Requirements F. 01 42 16 – Definitions G. 01 50 00 – Temporary Facilities and Controls H. 01 60 00 – Product Requirements I. 01 70 00 – Execution and Closeout Requirements

2.02 DIVISION 02 – EXISTING CONDITIONS

A. 02 90 00 – Landscaping Restoration and Rehabiltation

2.03 DIVISION 06 – WOODS, PLASTICS, AND COMPOSITES

A. 06 01 16 – Maintenance pf Plywood Roof Decking B. 06 10 53 – Miscellaneous Rough Carpentry

2.04 DIVISION 07 – THERMAL AND MOISTURE PROTECTION

A. 07 01 50.19 – Preparation for Re-Roofing B. 07 53 23 – EPDM Single-Ply Roofing C. 07 62 00 – Sheet Metal Flashing and Trim D. 07 90 05 – Joint Sealers

END OF DOCUMENT

LIST OF DRAWINGS 00 01 15 - 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

BOUND HEREIN

TITLE SHEET NUMBER

COVER SHEET

OVERALL ROOF PLAN A100

DETAIL REFERENCE PLAN A101

WIND UPLIFT REFERENCE PLAN A102

WALL FLASHING A500

WALL FLASHING A501

ROOF EDGE FLASHING A502

ROOF EDGE FLASHING A503

WALL FLASHING A504

ROOF DRAIN FLASHING A505

OVERFLOW DRAIN FLASHING A506

ROOF EDGE FLASHING A507

ROOF DRAIN FLASHING A508

PARAPET FLASHING A509

TRANSITION FLASHING A510

TYPICAL STACK FLASHING A511

TYPICAL WALL TERMINATION FLASHING A512

TYPICAL CURB FLASHING A513

TYPICAL PITCH PAN FLASHING A514

TYPICAL PIPE FLASHING A515

TYPICAL PIPE SUPPORT A516

TYPICAL PLUMBING VENT FLASHING A517

TYPICAL STACK FLASHING A518

TYPICAL RAIL CURB FLASHING A519

REQUEST FOR BIDS 00 11 13 - 1

DOCUMENT 00 11 13

REQUEST FOR BIDS

FROM:

1.01 OWNER (HEREINAFTER REFERRED TO AS OWNER):

A. Green Bay Area Public Schools B. Attn: Mr. Paul Mleziva, Facilities Manager of Maintenance

1. Contact email: pwmleziva@gbaps.org.

C. 200 South Broadway D. Green Bay, Wisconsin 54303

1.02 AND ROOFING CONSULTANT (HEREINAFTER REFERRED TO AS CONSULTANT):

A. STR-SEG (Specialty Engineering Group, LLC) B. Attn: Mr. Bruce Flater - Project Manager

1. bflater@str-seg.com.

C. 122 E. Olin Ave., Suite 190 D. Madison, Wisconsin

1.03 TO: POTENTIAL BIDDERS

A. Your firm is invited to electronically submit an offer to the Owner for a roof replacement project at an educational facility located at 2765 Sussex Rd., Green Bay, Wisconsin, before 2:00pm local standard time on November 14, 2025.

B. Bids shall be upon form provided in the project manual. Bids will be submitted electronically within Bonfire, submission instructions are included at https://gbaps.bonfirehub.com.

C. A Pre-bid meeting is scheduled for October 31, 2025 at 9:00am. Meet at the north entrance.

D. Project Description:

1. Roof Replacement on Roof Areas 3, 4, 5, and 7. Remove and dispose of roofing systems down to the existing deck, as indicated; provide insulation and fully adhered EPDM roof membrane, and related Work.

E. Bid Documents will be provided electronically from Consultant free of charge.

F. Refer to other bidding requirements described in Document 00 21 13 - “Instructions to Bidders” and

Document 00 31 00 - “Available Project Information”.

G. Submit your offer on Bid Form provided. Bidders may supplement this form as appropriate.

H. Your offer will be required to be submitted under a condition of irrevocability for a period of 60-days after submission.

I. Simultaneously with the delivery of the signed Contract, Bidder shall be required to furnish a 100-percent Performance-Payment Bond.

J. Owner reserves the right to accept or reject any or all offers.

REQUEST FOR BIDS

Bids will be received by:

Green Bay Area Public School District

For the Roof Replacement at Red Smith K-8 School until 2:00 p.m., November 14th, 2025.

Bids received after this time will not be accepted.

Bids shall be upon form provided by the owner. Bids will be submitted electronically within Bonfire, submission instructions are included at https://gbaps.bonfirehub.com

The complete form shall be without alterations, additions, or erasures. All bids shall be on a lump sum basis. The owner reserves the right to reject any or all bids and to waive any irregularities in the bids.

Electronic copies of the Project Manuals, Drawings and other Bidding documents may be obtained via Bonfire at https://gbaps.bonfirehub.com. No documents will be issued at the pre-bid meeting. Any future amendments, revisions, etc., will be posted to Bonfire for all Bidders of Record. All addenda must be acknowledged in the area provided (Reference Bid Form). Failure to do so may result in your response being rejected.

Each bidder shall accompany the Bid Form with bid security as described in the Instruction to Bidders. All contractors are to be licensed in the State of Wisconsin at the time of bidding.

No bid shall be received unless accompanied by a certified check or a bid bond equal to ten (10%) percent of the bid, payable to Green Bay Area Public Schools as a guarantee that if the bid is accepted, the bidder will execute and file the proper contract and bond within 10 days from the date the lowest responsible Bidder’s bid is accepted.

Project can be started on or after June 8, 2026 and must be completed by August 28, 2026.

A mandatory pre-bid tour has been scheduled for 9:00 a.m. on October 31, 2025 at Red Smith K-8 School, north entrance, located at 2765 Sussex Rd, Green Bay, WI.

The District reserves the right to reject any and all bids or to accept any bid deemed in the best interests of Green Bay Area Public Schools and to waive any informalities in the bidding.

INSTRUCTIONS TO BIDDERS 00 21 13 - 1

DOCUMENT 00 21 13

INSTRUCTIONS TO BIDDERS

SUMMARY

1.01 DOCUMENT INCLUDES

A. Invitation.

1. Bid Submission.

2. Intent.

3. Work Identified in the Contract Documents.

4. Work by Owner.

5. Contract Time.

B. Bid Documents and Contract Documents.

1. Definitions.

2. Contract Documents Identification.

3. Availability.

4. Examination.

5. Inquiries/Addenda.

6. Contract Form.

7. Product/Assembly/System Substitutions.

C. Site Assessment.

1. Site Examination.

2. Pre-bid Conference.

D. Qualifications.

1. Evidence of Qualifications.

2. Subcontractors/Suppliers/Others.

E. Bid Submission.

1. Submission Procedure.

2. Bid Ineligibility.

3. Withdrawal of Bids.

F. Bid Enclosures/Requirements.

1. Security Deposit.

2. Performance Assurance.

3. Insurance.

4. Bid Form Requirements.

5. Allowances.

6. Sales and Use Taxes.

7. Bid Form Signature.

8. Additional Bid Information.

G. Offer Acceptance/Rejection.

1. Duration of Offer.

2. Acceptance of Offer.

1.02 RELATED DOCUMENTS

A. Document 00 11 13 - Request for Bids.

00 21 13 - 2 INSTRUCTIONS TO BIDDERS

B. Document 00 31 00 - Available Project Information.

C. Document 00 41 00 - Bid Form.

D. Document 00 43 36 - Proposed Subcontractors Form.

E. Document 00 73 00 - Supplementary Conditions.

INVITATION

2.01 BID SUBMISSION

A. Bids will be received electronically before 2:00pm, local time on November 14, 2025.

B. Offers will be opened privately after the time for receipt of bids.

C. Amendments to the submitted offer will be permitted if received in writing prior to bid closing and if endorsed by the same party or parties who signed and sealed the offer.

2.02 INTENT

A. The intent of this bid request is to obtain an offer to perform Work to complete a Roof Replacement 2026 and related Work Project located at 2765 Sussex Rd., Green Bay, Wisconsin for a Stipulated Sum contract, in accordance with the Contract Documents.

2.03 WORK IDENTIFIED IN THE CONTRACT DOCUMENTS

A. Work of this proposed Contract comprises roof replacement and related Work, including general construction.

2.04 WORK BY OWNER

A. The following Work will be accomplished by Owner or will be let under separate contracts and will not be included under this Contract:

1. Owner will: perform required electrical conduit removal and re-installation as well as other electrical connection work as necessary within project area.

2. Owner will: perform drain replacements as necessary within project area.

2.05 CONTRACT TIME

A. Identify Contract Time in the Bid Form. The completion date in the Agreement shall be the Contract

Time added to the commencement date.

B. The bids shall be based on a Contract substantial completion date of August 28, 2026.

BID DOCUMENTS AND CONTRACT DOCUMENTS

3.01 DEFINITIONS

A. Bid Documents: Contract Documents supplemented with Request for Bids, Instructions to Bidders, Information Available to Bidders, Bid Form, Supplements to Bid Forms and Appendices identified.

B. Contract Documents: Defined in Divisions: 1, 2, 6, and 7 including issued Addenda.

C. Bid, Offer, or Bidding: Act of submitting an offer under seal.

D. Bid Amount: Monetary sum identified by the Bidder in the Bid Form.

3.02 CONTRACT DOCUMENTS IDENTIFICATION

A. The Contract Documents are identified as Project Number 15853, as prepared by STR-SEG (Specialty

Engineering Group, LLC), Consultant, who is located at 122 E. Olin Ave., Suite 190, Madison, Wisconsin, and contents as listed in the Table of Contents and List of Drawings.

3.03 AVAILABILITY

A. Bid documents will be provided electronically from Consultant by email request at bflater@str-seg.com.

B. Bidders shall be responsible for providing copies of the Bid Documents to any subcontractors.

C. Bid Documents are made available only for the purpose of obtaining offers for this Project. Their use does not grant a license for other purposes.

INSTRUCTIONS TO BIDDERS 00 21 13 - 3

3.04 EXAMINATION

A. Upon receipt of Bid Documents verify that documents are complete. Notify Consultant should documents be incomplete.

B. Immediately notify Consultant upon finding discrepancies or omissions in Bid Documents.

3.05 INQUIRIES/ADDENDA

A. Questions or requests for clarification by bidders must be submitted in writing not less than 5-days before date set for receipt of bids.

1. Direct questions to Bruce Flater, by email: bflater@str-seg.com.

2. Verbal answers are not binding on any party.

B. If a change to the specifications or Contract Drawings is deemed necessary, Consultant will issue an Addendum, a copy of which will be forwarded to Bidders of Record.

C. Addenda become part of Contract Documents. Include resultant costs in bid Amount.

3.06 CONTRACT FORM

A. A copy of the contract into which successful bidder will be required to enter is AIA A101. If Contractors are unaware of the conditions of the Contract they are requested to direct any questions to Consultant, by e-mail: support@str-seg.com.

3.07 PRODUCT/ASSEMBLY/SYSTEM SUBSTITUTIONS

A. Where Bid Documents stipulate a particular product, substitutions, if allowed by the technical sections, will be considered up to 5-days before receipt of bids.

1. The submission shall provide sufficient information to determine acceptability of such products.

2. Provide complete information on required revisions to other work to accommodate each proposed substitution.

B. When a request to substitute a product is made, Consultant may approve the substitution; if acceptable, Consultant will issue an Addendum to known bidders.

C. In submission of substitutions to products specified, bidders shall include in their bid all changes required in Work and changes to Contract Time and Contract Sum to accommodate such substitutions.

D. A later claim by the bidder for an addition to the Contract Time or Contract Sum because of changes in

Work necessitated by use of substitutions shall not be considered.

E. The submission shall provide sufficient information to determine acceptability of such products.

F. Provide products as specified unless substitutions are submitted in this manner and accepted.

G. Provide complete information on required revisions to other Work to accommodate each proposed substitution.

H. See Section 01 60 00 - “Product Requirements” for additional requirements.

SITE ASSESSMENT

4.01 PREBID CONFERENCE

A. A bidder’s conference has been scheduled for 9:00am on October 31, 2025 at location of Project. Meet at main entrance.

B. General contract bidders and suppliers are invited.

C. Representatives of Owner and Consultant will be in attendance.

D. Information relevant to Bid Documents will be recorded in an Addendum, issued to Bidders of Record.

QUALIFICATIONS

5.01 EVIDENCE OF QUALIFICATIONS

A. To demonstrate qualification for performing Work of this Contract, bidders may be requested to submit written evidence of financial position and license to perform work in the State of Wisconsin.

00 21 13 - 4 INSTRUCTIONS TO BIDDERS

5.02 SUBCONTRACTORS/SUPPLIERS/OTHERS

A. Owner reserves the right to reject a proposed subcontractor or supplier for reasonable cause.

1. If a reasonable and substantial objection exists, and Owner refuses in writing to accept such person or organization, Bidder may, at their option, withdraw their Bid without forfeiture of Bid Security, or may submit an acceptable substitute (along with any corresponding adjustment to their Bid price).

B. Bidder shall provide a list of all subcontractors intended to be utilized in the execution of the contract.

BID SUBMISSION

6.01 SUBMISSION PROCEDURE

A. Bidders shall be solely responsible for the delivery of their bids in the manner and time prescribed.

A. Submit bids to party listed in 1.01 of Bid Form.

6.02 BID INELIGIBILITY

A. Bids that are unsigned, improperly signed or sealed, conditional, illegible, obscure, contain arithmetical errors, erasures, alterations, or irregularities of any kind, may at the discretion of Owner, be declared unacceptable.

B. Bid Forms, Appendices and enclosures that are improperly prepared may, at the discretion of Owner, be declared unacceptable.

6.03 WITHDRAWAL OF BIDS

A. Bids may be withdrawn, by written request received from Bidder or an authorized representative of

Bidder, prior to the time fixed for opening of bids, without prejudice to the right of Bidder to file a new bid. Withdrawn bids will be returned unopened.

B. Negligence on the part of bidder in preparing bids confers no right for withdrawal of bid after it has been opened.

BID ENCLOSURES/REQUIREMENTS

7.01 SECURITY DEPOSIT

A. A Bid Bond of a sum of no less than 5 percent of Bid Amount.

7.02 PERFORMANCE ASSURANCE

A. Accepted Bidder: Provide a 100 percent Performance and Payment bond. Include the cost of performance assurance bonds in Bid Amount and identify the cost when requested.

7.03 INSURANCE

A. Provide an executed "Undertaking of Insurance" on a standard form provided by the insurance company stating their intention to provide insurance to the bidder in accordance with the insurance requirements of the Contract Documents.

7.04 BID FORM REQUIREMENTS

A. Fully complete requested information in Bid Form and Appendices.

7.05 ALLOWANCES

A. No Allowances are included with this Project.

7.06 SALES AND USE TAXES

A. Owner is tax exempt, Bidder shall list and submit all major components and/or materials to Owner for purchase.

B. Owner, as a non-profit or local government in the State of Wisconsin, is exempt under Wis. Stats s

77.54 from payment of Wisconsin sales or use taxes. Owner’s tax-exempt number will be provided to successful bidder upon Contract award.

INSTRUCTIONS TO BIDDERS 00 21 13 - 5

7.07 BID FORM SIGNATURE

A. Bid Form shall be signed by bidder, as follows:

1. Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will also sign.

Insert the words “Sole Proprietor” under the signature. Affix seal.

2. Partnership: Signature of all partners in the presence of a witness who will also sign. Insert the word “Partner” under each signature. Affix seal to each signature.

3. Corporation: Signature of a duly authorized signing officer(s) in their normal signatures. Insert the officer’s capacity in which the signing officer acts, under each signature. Affix the corporate seal.

If bid is signed by officials other than the president and secretary of the company, the president/secretary/treasurer of the company, a copy of the by-law resolution of their board of directors authorizing them to do so, also must be submitted with Bid Form in bid envelope.

4. Joint Venture: Each party of the joint venture shall execute Bid Form under their respective seals in a manner appropriate to such party as described above, similar to the requirements of a partnership.

7.08 ADDITIONAL BID INFORMATION

A. Submit, concurrent with bid submission the supplements as listed on bid form.

OFFER ACCEPTANCE/REJECTION

8.01 DURATION OF OFFER

A. Bids shall remain open to acceptance and shall be irrevocable for a period of 60-days after bid closing date.

8.02 ACCEPTANCE OF OFFER

A. Owner reserves the right to accept or reject any or all offers.

BIDDER'S PROOF OF RESPONSIBILITY

All bidders on contracts in excess of $10,000 shall provide proof of responsibility in accordance with Chapter 474 of the Laws of 1957, State of Wisconsin

Project Description

Due on or before

Green Bay Area Public Schools Facilities & Related Services Department 200 S. Broadway, P. O. Box 23387 Green Bay, WI 54305

NOTE

The contents of this questionnaire shall be confidential for the exclusive use of the contracting agency and shall not be made public except by written approval of the prospective bidder.

BIDDERS STATEMENT OF FACT

BOARD OF EDUCATION

GREEN BAY AREA PUBLIC SCHOOL DISTRICT (Contractor's Name)

GREEN BAY, WISCONSIN

(Street Address)

(City and State)

Submit this Form via Bonfire in conjunction with other bidding documents. The contents of this Statement shall be confidential and shall not be disclosed except on written order of the person or persons furnishing same. The Owner's decision as to Contractor's financial ability, equipment, and experience as to properly perform the Contract shall be final.

1. Are you a (Corporation) (Partnership) (Sole Trade) ?

2. Current Assets and Liabilities as to latest Balance Sheet date?

A. Date of Balance Sheet

B. Assets

C. Liabilities

D. Will a copy of Firm's latest balance sheet be made available upon request by the awarding authority? Yes No

3. Are any of your assets assigned?

4. What was the average number of personnel in your organization during the last 12 months?

Office Skilled Unskilled

5. What was your bond limitation?

6. What Bonding Company usually furnishes your bond?

7. State type and amount of equipment owned by you which is suitable for this project.

8. If you do not own any equipment necessary to this project, state your method and means of acquiring use of same.

9. What comparable contracts have you been awarded in the last three years?

Name Owner Amount Architect

10. Have you ever defaulted on a contract?

11. Additional information you feel is pertinent.

12. Have you or your organization ever been declared bankrupt?

13. Has your firm or any individual thereof been convicted of violating Section 133.01 of the

Wisconsin State Statutes (1973)? Yes No

14. If answer to No. 13 is yes, what was the date of conviction.

I have read the above and foregoing statements made on behalf of and hereby state under oath that such statements are true and correct.

Dated at

(City) (State) Subscribed and sworn to before me this day _, 20

Notary Public

County: State:

My Commission Expires

The approved the above Contractor according to statutes as being eligible to bid on

Dated

This Statement shall be filed at the Office of the Owner in conjunction with other bid documents.

Revised 3/12/02

FORM OF NON-COLLUSIVE AFFIDAVIT

AFFIDAVIT

(PRIME BIDDER)

State of _

County of _

-------------------' being first duly sworn, deposes and says:

That he is: (a partner, officer of the firm of. etc) the party making the foregoing proposal or bid, that such proposal or bid is genuine and not collusive or sham; that the bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference, with any person, to fix the bid price of affiant or of any other bidder, or to fix any overhead, profit or cost element of said bid price, or of that of any other bidder, or to secure any advantage against the Green Bay Area Public School District or any person interested in the proposed contract; and that all statements in said proposal or bid are true.

Signature of:

Bidder, if the bidder is an

Individual:-------------------------------

Partner, if the bidder is a Partnership: _

Officer, if the bidder is a Corporation: _

Subscribed and sworn to before me

This Day of 2022

My commission expires-----------------' 20 _

FORM OF NON-COLLUSIVE AFFIDAVIT

AVAILABLE PROJECT INFORMATION 00 31 00 - 1

DOCUMENT 00 31 00

AVAILABLE PROJECT INFORMATION

PART 1 - GENERAL

1.01 EXISTING CONDITIONS

A. Certain information relating to existing surface and subsurface conditions and structures is hereby available to Bidders, but will not be part of Contract Documents, as follows:

B. Existing roof construction Roof Areas 3, 4, 5, and 7:

1. Gravel-surfaced built-up roof membrane;

2. 1/2-inch wood fiber cover board;

3. 2-inch polyisocyanurate insulation; adhered in asphalt;

4. 2-inch polyisocyanurate insulation; mechanically-attached;

5. 3/4-inch plywood deck;

C. Verification of existing roof conditions is the Bidder’s responsibility and shall be performed prior to submitting a bid.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

BID FORM 00 41 00 - 1

DOCUMENT 00 41 00

BID FORM

THE PROJECT AND THE PARTIES

1.01 TO:

A. Green Bay Area Public Schools B. Attn: Paul Mleziva:, Facilities Manager of Maintenance

1. E-mail: (pwmleziva@gbaps.org)

1.02 FOR:

A. Red Smith K-8 School - Roof Replacement 2026 B. STR-SEG (Specialty Engineering Group, LLC)

1.03 DATE: ______________ (BIDDER TO ENTER DATE)

1.04 SUBMITTED BY: (BIDDER TO ENTER NAME AND ADDRESS)

A. Bidder's Full Name: ______________________________________________________

1. Address: ___________________________________________________________

2. City, State, Zip: ______________________________________________________

3. Phone: ____________________________________________________________

4. E-mail Address: _____________________________________________________

1.05 OFFERS

A. BASE BID: Having examined the Place of Work and matters referred to in the Instructions to Bidders and the Contract Documents prepared by STR-SEG for the above-mentioned Project, we, the undersigned, hereby offer to enter into a Contract to perform Work for the Sum of:

B. ____________________________________________________________________________

____________________________________________________________________________ dollars

($______________________), in lawful money of the United States of America.

C. We have included the required security deposit as required in Document 00 21 00 - “Instructions to Bidders”.

D. All applicable federal taxes are included, and State of Wisconsin taxes are excluded in the Bid Sum.

1.06 ACCEPTANCE

A. This offer shall be open to acceptance and are irrevocable for 60-days from Bid closing date.

B. If this Bid is accepted by Owner within the time period stated above, we will:

1. Execute the Agreement within 7-days of receipt acceptance of this Bid.

1.07 CONTRACT TIME

A. If this Bid is accepted, we will substantially complete Work no later than August 28, 2026.

00 41 00 - 2 BID FORM

1.08 CHANGES TO THE WORK

A. When Owner and Consultant establish that the method of valuation for Changes in Work will be net cost plus a percentage fee in accordance with General Conditions, our percentage fee will be:

1. ______ percent overhead and profit on the net cost of our own Work;

2. ______ percent on the cost of work done by any Subcontractor.

B. When Consultant establishes that the method of valuation of changes in Work will be an hourly fee in accordance with General Conditions, our hourly fee will be:

1. _______________ $ per man-hour.

2. _______________ percent mark-up on materials.

1.09 UNIT PRICES

A. The following are Unit Prices for specific portions of Work as listed. The following is the list of Unit Prices:

B. ITEM DESCRIPTION UNIT QUANTITY ITEM VALUE

1. Replacement of 3/4" plywood roof deck per 4’ x 8’ board $___________

1.10 ADDENDA

A. The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum.

1. Addendum # _______ Dated ________________.

2. Addendum # _______ Dated ________________.

1.11 BID FORM SUPPLEMENTS

1. The necessary Bid Bond, as specified in Document 00 21 13 - “Instructions to Bidders”.

2. Document 00 43 36 - “Proposed Subcontractors Form”: Include the names of subcontractors and the portions of Work they will perform.

3. A copy of the Bidder’s current certificate of insurance.

4. Current rate sheet covering all applicable personnel and equipment, including material purchase price mark-up.

5. Proposed Project Schedule.

BID FORM 00 41 00 - 3

1.12 BID FORM SIGNATURE(S)

A. The Corporate Seal of:

B. _____________________________________________________________________ C. (Bidder - print the full name of your firm) D. was hereunto affixed in the presence of:

E. _____________________________________________________________________ F. (Signature) (Corporate Seal)

G. __________________________________________ H. (Printed Name and Title)

I. _____________________________________________________________________ J. (Signature) (Printed Name and Title)

1.13 IF BID IS A JOINT VENTURE OR PARTNERSHIP, ADD ADDITIONAL FORMS OF EXECUTION FOR

EACH MEMBER OF THE JOINT VENTURE IN THE APPROPRIATE FORM OR FORMS AS ABOVE.

PROPOSED SUBCONTRACTORS FORM 00 43 36 - 1

DOCUMENT 00 43 36

PROPOSED SUBCONTRACTORS FORM

PARTICULARS

1.01 Herewith is the List of Subcontractors referenced in bid submitted by:

1.02 (BIDDER)

1.03 TO: (OWNER) GREEN BAY AREA PUBLIC SCHOOLS

A. The following Work will be performed (or provided) by Subcontractors and coordinated by us:

LIST OF SUBCONTRACTORS

2.01 WORK SUBJECT

A. SUBCONTRACTOR NAME

B. ADDRESS

C. PHONE-FAX-EMAIL

2.02 WORK SUBJECT

A. SUBCONTRACTOR NAME

B. ADDRESS

C. PHONE-FAX-EMAIL

2.03 WORK SUBJECT

A. SUBCONTRACTOR NAME

B. ADDRESS

C. PHONE-FAX-EMAIL

2.04 WORK SUBJECT

A. SUBCONTRACTOR NAME

B. ADDRESS

C. PHONE-FAX-EMAIL

ACCEPTANCE OF SUBCONTRACTORS

3.01 If Owner has a reasonable and substantial objection to any Subcontractor on this list, and refuses, in writing, to accept such person or organization, bidder may, at their option, withdraw their bid, or submit an acceptable substitute, with any adjustment to their bid price occasioned by such substitution, for Owner’s consideration.

CONTRACTING FORMS AND SUPPLEMENTS 00 50 00 - 1

DOCUMENT 00 50 00

CONTRACTING FORMS AND SUPPLEMENTS

PART 1 - GENERAL

1.01 REFERENCES

A. AIA, The American Institute of Architects.

1. In an effort to reduce the number of printable pages in the bid package, these documents are included by reference only, in their entirety.

2. If your firm or insurance company requires a copy of these documents for review, please contact

Consultant via email at support@str-seg.com.

B. MRCA, Midwest Roofing Contractors Association, Inc.

1.02 AGREEMENT AND CONDITIONS OF THE CONTRACT

A. Agreement form is AIA A101.

B. General Conditions are AIA A201.

C. Refer to Document 00 73 00 - “Supplementary Conditions” for amendments to General Conditions.

1.03 FORMS

A. Use the following forms for the specified purposes unless otherwise indicated elsewhere in the Contract

Documents.

1. Change Order Form: AIA G701.

2. Application for Payment Form: AIA G702 and G703.

1.04 REFERENCE STANDARDS

A. AIA A101 - Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum; 2017.

B. AIA A201 - General Conditions of the Contract for Construction; 2017.

C. AIA G701 - Change Order; 2017.

D. AIA G702 - Application and Certificate for Payment; 1992.

E. AIA G703 - Continuation Sheet; 1992.

END OF SECTION

PROJECT FORMS 00 60 00 - 1

DOCUMENT 00 60 00

PROJECT FORMS

PART 1 - GENERAL

1.01 PROJECT DESCRIPTION

A. 15853 RED SMITH K-8 SCHOOL - ROOF REPLACEMENT 2026

1.02 ATTACHED AFTER THIS SECTION

A. ANSI/SPRI FX-1 - Standard Test Procedure for Determining the Withdrawal Resistance of Roofing Fasteners; 2016.

ANSI/SPRI FX-1 2016

Standard Field Test Procedure for Determining the Withdrawal

Copyright by SPRI 2016

465 Waverley Oaks Road Suite 421 Waltham, MA 02452 www.spri.org.

All Rights Reserved

Disclaimer his sta dard is or use by ar hite ts, e gi eers, roo g o tra tors a d o ers o lo slope roo g systems SPRI, its members a d employees do ot arra t that this sta dard is proper a d appli able u der all o ditio s

Approved June 29, 2016

Table of Contents

1.0 Purpose 2

3.0 Equipment 2

4.0 Procedure 2

5.0 Personnel 3

6.0 Cautions 3

7.0 Precision & Bias 3

8.0 Reference 3

Commentary 4

Form A Pullout Test Report 7

Form B Pullout Test Report 8

Standard Field Test

Procedure for Determining the Withdrawal Resistance

Approved June 29, 2016

1.0 Purpose

his standard provides pro edures used in the eld to test the pullout resistan e o all types o roo ng asteners he data developed rom these tests provide the roo system manu a turer, design pro essional, and other pra titioners ith pullout resistan e values or the spe i astener installed into the load resisting material o the de k See Commentary C1 0

2.1 Embedment

he length o a astener that is ithin the de k a ter installation appli able to stru tural and light eight on retes, gypsum, ementious ood ber, and ood plank

2.2 Protrusion

The length of a fastener that extends beyond the underside of the deck after installation applicable to steel, ply ood, OS , and berglass decks

3.0 Equipment

3.1 se a pullout tester ith either a hydraulic or electronic load cell The gauge shall display values in lbf k Conversion formulas are provided on orm uring testing, the values obtained shall fall ithin the orking range of the gauge

3.2 The load gauge shall have a dated calibration certi cate sho ing the calibrated values for the full range of the load gauge The gauge shall be accurate to 5 of the reading Calibration shall be performed to a standard that is traceable to a nationally recogni ed source The load gauge shall be calibrated every 12 months or sooner if it is suspected that the gauge is out of calibration

4.0 Procedure

4.1 Remove any roo ng material in place above the deck i e , roo ng membrane, existing insulation before the test is performed See Commentary C4 1

4.2 The fastener shall be installed using the same method and tools as ill be used during actual construction i e , depth of installation, pre drilled hole diameter, installation tools

4.3 The fastener shall be pulled out perpendicular to the deck The load shall be applied at 2 0 1 0 in min 50 25 mm min See Commentary C4 3

4.4 Record the results of all pullout tests on orm

4.5 Perform a minimum of 10 pullouts for up to 50,000 ft2 4,650 m2 , and 5 additional pullouts for each additional 50,000 ft2 4,650 m2 or portion thereof on each pro ect Perform the pullouts in various areas of the roof, including corners, perimeter, and eld, to provide a representative sampling of roof area 50 of the tests shall be performed in the corners and perimeter areas

When conditions, such as those identi ed in Commentary C4 5, exist on the roof the individual performing the pullout test shall inform the designer of record or the building o ner s representative of such conditions

4.5.1 Deviation from the prescribed minimum number of pullout tests shall be allo ed hen agreed upon by all involved parties Deviations shall be recorded using orm or comparable document See Commentary C4 5 1

4.6 or a single building each roof section ith a different elevation, different deck type, or any variation in roof system assembly shall be considered to be a different test area and shall be tested separately as speci ed in Section 4 5

Procedure for Determining the Withdrawal Resistance

Approved June 29, 2016

4.7 Prepare a roof plan on orm to identify the location of each pullout The roof plan shall be marked ith the corresponding test number of each pullout test as recorded on orm The roof plan need not be to scale See Commentary 4 7

4.8 Complete separate orms A and for each roof section

Record all pullouts

5.0 Personnel See Commentary 5 0

5.1 The test shall be performed by an individual trained by the manufacturer of the fasteners being tested for the proper installation of the fastener and the use of the installation tools and e uipment A representative of the building o ner shall be present to itness the test and verify the values A roo ng professional shall be present to repair the roof in areas here the tests ere performed

6.0 Cautions See Commentary 6 0

6.1 It is not recommended that fastener pullout tests be performed on decks than can be affected by free ater hen the deck is 32 0 C or belo i e , gypsum, cementitious ood ber, light eight structural concrete, and light eight insulating concrete The pullout values may be elevated and therefore unreliable

7.0 Precision & Bias

7.1 Precision: The precision of this test method indicates the probable error of a single determination is +/- 5% of the true value

7.2 Since there is no accepted reference material suitable for determining bias for this test method, bias has not been determined

8.0 Reference

W J Rossiter and T J Wallace, eds , Roo ng Research and Standards Development: 5th Volume”, ASTM STP 1451, ASTM International, West Conshohocken PA, 2003

A askaran, M Sexton, W ei, and S Molleti, Pullout Resistance of Roo ng asteners sing Different Methods”, ASTM STP 1451, ASTM International, West Conshohocken PA, 2003

Procedure for Determining the Withdrawal Resistance

Approved June 29, 2016

Commentary This Commentary is a non-mandatory part of this standard, consisting of explanatory and supplementary material designed to assist users in complying ith the re uirements It is intended to create an understanding of the requirements through brief explanations of the reasoning employed in arriving at these requirements or to provide other clari cations It therefore has not been processed in accordance ith A SI ssential Requirements, and may contain material that has not been sub ected to public revie or a consensus process Thus it does not contain requirements necessary for conformance ith the standard eld test procedure

The sections of the Commentary are numbered to correspond to the sections of the standard to hich they refer Since it is not necessary to have supplementary material for every section in the standard itself, there are gaps in the numbering in the Commentary

C1.0 The pullout resistance of any roo ng fastener that the test equipment can latch onto can be evaluated using this test procedure

C4.1 Use of a core cutter has been found to be an effective method of removing materials above the deck before performing the pull tests The primary use for this standard is for evaluating ne applications o ever, this procedure can also be used for repair, remedial or re-roof applications

C4.3 Rates of ithdra al can be pre-set on motori ed pullout testers On testers here the load is applied via a threaded rod, an acceptable method to determine the rate of ithdra al is to calculate the number of seconds per 360 revolution

Seconds per Revolution 60 number of threads per inch x desired number of inches per minute

C4.5 On certain projects, it may be necessary to perform additional pullout tests beyond the minimum number required in Section 4 5 This includes, but is not limited to, occasions hen:

pullout tests that result in a coef cient of variation that exceeds 20% tests are performed in decks that are inherently less consistent such as light eight insulating concrete, cementitious ood ber and gypsum there exists multiple damaged or questionable areas ater or other chemicals may have in ltrated the roof systems local building codes require additional tests and/or roofs ith high ind loading should have pulls taken in all corners

Record the test results and the reasons for the additional tests in the Comment Section on orm If there are anomalies in pull values, deck at the point of the anomaly should inspected to determine cause An anomaly is de ned as one or more pullout values that fall exceedingly high or lo from the population

C4.5.1 Circumstances may arise here the minimum prescribed pulls may not be possible or necessary These may include but aren t limited to: inclement eather, equipment malfunction, or interested parties not requiring the minimum number of tests or these circumstances, a deviation can be signed-off by said parties orm or comparable document

C4.7 Additional data on the pullout form orm A exists for informational purposes for the roof designer These areas have been marked Optional Information”, and are to be completed at the discretion of the personnel completing the Pullout Test Report

Procedure for Determining the Withdrawal Resistance

Approved June 29, 2016

C5.0 As ith all ork performed in a rooftop environment, personnel should be familiar ith all OS A, company, and project speci c safety requirements This includes, but is not limited to, safe access, fall protection, exposure to electrical hazards and environmental hazards including eather

C6.0 The temperature of the deck may be taken to determine if it is subject to freezing conditions

Form A Pullout Test Report

Refer to the for full documentation

Job name:

Location:

Test date: / / Ambient temperature: °

Roof area: sq ft Tester mfg:

Max. cap. of tester: Select one: lbf k

Date of last calibration: / / Number of pulls recorded on Form B:

Fastener tested: Fastener manufacturer:

Fastener tested: Fastener manufacturer:

Fastener tested: Fastener manufacturer:

Test performed by:

Witnessed by: Test cut areas repaired by:

Project type select one : e construction Tear off Retro t

Deck type select one :

Steel Gauge:

Structural concrete Thickness: Select one: Poured in place Precast ight eight concrete Thickness:

Insulating concrete Thickness:

Cementious ood ber Thickness:

Gypsum Thickness: Select one: Poured in place Precast

Wood Thickness: Select one: OS Ply ood Plank iberglass Thickness:

Other: Thickness:

Embedment or protrusion:

Drill bit diameter, here applicable:

Optional Information

Test time: Building height: Thickness of existing roof assembly:

New system manufacturer:

Roof cover type select one :

Mechanically attached single-ply Modi ed bitumen allasted single-ply uilt-up roo ng

Adhered single-ply Other:

New insulation:

Type: Thickness:

Form B Pullout Test Report

Report all test results and units of measure.

Conversion formulas lbf 00448222 k 224 8089431 lbf

1 6 11 16

2 7 12 17

3 8 13 18

4 9 14 19

5 10 15 20

Pullout Results of Additional Tests Performed See C4 5

21 26 31 36

22 27 32 37

23 28 33 38

24 29 34 39

25 30 35 40

Deviation from standard procedure authorized by:

Reason for deviation:

Roof plan not to scale. Identify here the pullouts ere performed ith corresponding test number

Comments

Disclaimer: Manufacturer s installation requirements shall be follo ed hen using any of the tested fasteners either the technician performing the pullout tests not his/her company is responsible for the aterproo ng integrity of the repairs This test report does not certify the structural integrity of the roof deck

SUPPLEMENTARY CONDITIONS 00 73 00 - 1

DOCUMENT 00 73 00

SUPPLEMENTARY CONDITIONS

PART 1 - GENERAL

1.01 SUMMARY

A. These Supplementary Conditions amend and supplement the General Conditions and other provisions of the Contract Documents as indicated below. All provisions that are not so amended or supplemented remain in full force and effect.

B. The terms used in these Supplementary Conditions that are defined in the General Conditions have the meanings assigned to them in the General Conditions.

1.02 RELATED SECTIONS

A. Document 00 50 00 - Contracting Forms and Supplements.

B. Section 01 42 16 - Definitions.

1.03 MODIFICATIONS TO GENERAL CONDITIONS

A. The Supplementary General Conditions applicable to this contract (2 pages) are attached and follow this page.

SUPPLEMENTARY GENERAL CONDITIONS TO AIA A201-2017

The following supplements modify, change, delete from or add to “General Conditions of the Contract for Construction”, AIA Document A201-2017. Where an Article, Paragraph, Subparagraph or Clause of General Conditions is modified or deleted by Supplementary Conditions, unaltered provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect.

Article 1 – General Provisions

1.7 Delete the second sentence in its entirety.

1.8 Delete entire paragraph.

Article 4 – Architect 4 Change the name of article to “CONSULTANT”. “Architect” or “Engineer” when used in

Contract Documents shall be substituted with “Consultant”, regardless of modifiers or possessive use, unless specifically indicated to be employed by the Contractor.

4.1.1 Delete subparagraph and substitute as follows: “Consultant” is the Roof Consulting firm identified in the Bidding Documents and Agreement form for project, or the authorized representative thereof.

Article 9 – Payments and Completion

9.7 Delete entire paragraph.

9.8.1 Delete entire subparagraph and substitute as follows: “Substantial Completion is the stage in the progress of the Work when the Project is complete and ready for Final Review, including sheet metal work.”

9.8.2 Delete entire subparagraph and substitute as follows: “Contractor shall notify the Consultant, in writing, that the Project is Substantially Complete and ready for Final Review.“

9.8.3 Delete entire subparagraph.

9.8.4 Delete entire subparagraph.

9.8.5 Delete entire subparagraph.

9.9 Delete entire paragraph and subparagraphs.

Article 11 – Insurance and Bonds

11.1.1 Add, to the end of this paragraph, the following sentence and underlying subparagraphs:

“Specific lines of coverage and minimum limits of liability to be provided by Contractor shall include the following:

.1 Comprehensive General Liability

.a including:

Premises / Operations;

Underground, Explosion, Collapse Products / Completed Operations Contractual Independent Contractors Owner/Contractor Protective Broad Form Property Damage Personal Injury (Employment Exclusion deleted)

.b Combined single limits for bodily injury and property damage:

Each Occurrence: $ 1,000,000 General Aggregate: $ 2,000,000

.c Products and Completed Operations to be maintained for one year after final payment.

.2 Comprehensive Automobile Liability:

.a Including owned, hired, and non-owned vehicles; or, if there are no owned vehicles, Contractor may provide written certification of such and provide coverage limited to hired and non-owned vehicles.

.b Bodily injury and property damage combined single limits:

Each Occurrence: $ 1,000,000

.3 Workers Compensation and Employer’s Liability, (without restriction as to whether covered by Workmen’s Compensation law):

.a Workers Compensation: according to statute .b Employer’s Liability: $ 500,000

.4 Umbrella Excess Liability:

.a Each Occurrence: $ 5,000,000 .b General Aggregate: $ 5,000,000”

11.2.1 Delete entire paragraph and substitute as follows:” The Owner shall be responsible for purchasing and maintaining the Owner’s usual liability insurance.”

11.2.2 Delete entire paragraph.

11.2.3 Delete entire paragraph.

11.3 Delete entire section and underlying paragraphs.

11.4 Delete entire section and underlying paragraph.

11.5 Delete entire section and underlying paragraphs.

Article 15 – Claims and Disputes

15.1.2 Delete the last phrase of the first sentence, end sentence with the words “applicable law”.

- END -

SUMMARY OF WORK 01 10 00 - 1

SECTION 01 10 00

SUMMARY OF WORK

PART 1 - GENERAL

1.01 PROJECT DESCRIPTION

A. Project Name: Red Smith K-8 School - Roof Replacement 2026.

B. Owner's Name: Green Bay Area Public Schools.

C. Consultant's Name: STR-SEG (Specialty Engineering Group, LLC).

D. In general, the Project Base Bid consists of:

E. Roof Areas 3, 4, 5, and 7:

1. Removal and legal disposal of existing roof system and related sheet metal flashings, down to existing plywood roof deck;

2. Replacement of 4’ x 8’ deteriorated deck boards (include 8 sheets with base bid, assume penetrations exist);

3. Providing a slip sheet;

4. Providing a base layer of 2-inch polyisocyanurate insulation, mechanically attached;

5. Providing a layer of 2-inch polyisocyanurate insulation, adhered in adhesive;

6. Providing a 1/2-inch high density polyisocyanurate coverboard, adhered in adhesive;

7. Providing 60-mil EPDM single-ply roofing membrane;

8. Providing sheet metal flashings and related Work.

1.02 CONTRACT DESCRIPTION

A. Contract Type: One single prime contract based on a Stipulated Price, as described in the Contract

Documents, at the discretion of Owner.

1.03 OWNER OCCUPANCY

A. Owner intends to continue to occupy the existing building during entire construction period.

B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

C. Schedule Work to accommodate Owner’s access and occupancy.

1.04 CONTRACTOR USE OF SITE AND PREMISES

A. Arrange use of site and premises to allow:

1. Owner occupancy.

2. Work by Others.

3. Work by Owner.

4. Use of site and premises by the public, where applicable.

B. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

C. No smoking allowed on premises.

D. Provide access to project area by exterior means.

E. Provide interior spotters and barricades during any decking removal.

F. Staging of materials will be permitted only in area(s) where Work is being constructed.

1. Any equipment or dumpsters present must be clearly protected by cones or barrels.

01 10 00 - 2 SUMMARY OF WORK

G. Time Restrictions and Schedule:

1. Work is intended to commence on or after June 8, 2026, and is intended to be Substantially

Complete no later than August 28, 2026, or as otherwise accepted by Owner per Contractor’s submitted schedule.

2. Work may be performed Monday through Friday from 7:00 a.m. to watertight, which shall be considered regular work hours.

H. Site drives and parking areas shall remain open at all times, providing the necessary traffic control; refer to Section 01 50 00 - “Temporary Facilities and Controls”.

1.05 WORK BY OWNER

A. Perform any required mechanical and electrical disconnect and connections.

B. Perform drain replacements as necessary within Project area.

PRICE AND PAYMENT PROCEDURES 01 20 00 - 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Schedule of Values.

B. Applications for Progress Payments.

C. Modification Procedures.

D. Application for Final Payment.

1.02 RELATED REQUIREMENTS

A. Section 01 22 00 - Unit Prices: Monetary values of unit prices, payment and modification procedures relating to unit prices.

1.03 SCHEDULE OF VALUES

A. Submit AIA form G703 - Continuation Sheet.

1. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Consultant for approval.

2. Forms filled out by hand will not be accepted.

B. Revise schedule to list approved Change Orders, with each Application for Payment.

1.04 APPLICATIONS FOR PROGRESS PAYMENTS

A. Payment Period: Submit at intervals stipulated in the Agreement.

B. Submit AIA form G702 - Application and Certificate for Payment.

1. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Consultant for approval.

2. A retainage equaling a contractually stipulated percentage of the requested amount shall be withheld on each progress payment.

3. Forms filled out by hand will not be accepted.

C. For each item, provide a column for listing each of the following:

1. Item Number.

2. Description of Work.

3. Scheduled Values.

4. Previous Applications.

5. Work in Place and Stored Materials under this Application.

6. Authorized Change Orders.

7. Total Completed and Stored to Date of Application.

8. Percentage of Completion.

9. Balance to Finish.

10. Retainage.

D. Submit updated progress schedule.

E. Submit Contractor's invoice.

F. Execute certification by signature of authorized officer.

G. Submit electronic copies of each Application for Payment.

1. Provide partial waivers of lien, including those from subcontractors, material suppliers or other parties who may have lien rights.

01 20 00 - 2 PRICE AND PAYMENT PROCEDURES

H. Consultant will certify Applications for Payments as a representation that Work has progressed to the point indicated and, that to the best of their knowledge, information and belief, the quality of Work is in accordance with the requirements of Contract Documents.

1.05 MODIFICATION PROCEDURES

A. For minor changes not involving an adjustment to the Contract Price or Contract Time, Consultant will issue instructions directly to Contractor.

B. For other required changes, Consultant will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order.

1. The document will describe the required changes and will designate method of determining any change in Contract Price or Contract Time.

2. Promptly execute the change.

C. For changes for which advance pricing is desired, Consultant will issue a document that includes a detailed description of a proposed change with supplementary or revised Contract Drawings and…