ADDENDUM 01

January 28, 2026

Central Lake Public Schools Elementary School Secure Vestibule &

HS/MS Remodel & Secure Vestibule Addition Bid Package No.1

Project # 25-113

Addendum 1 is being issued to inform bidders of modifications/clarifications to the Bid Categories and/or the specifications and/or the plans and/or any additional information provided.

Documents included with this Addendum 2: 681 pages/sheets

▪ Information & Work Category Clarification Sheet (this sheet) – 1 page

▪ Updated Project Manual which includes the following added/modified sections – 673 pages:

o Section 002413 Work Categories o Section 004126 Bid Form o Section 006200 Project Certificates and Forms – added AIA A132 Draft Contract o Section 022623 Asbestos Assessment o Attachment B Temporary Protection Plan

▪ French Associates Addendum 01 Description dated 01/26/26 - 2 pages

▪ French Associates Addendum 01 Specifications Manual pages – 2 pages

▪ French Associates Addendum 01 Construction Drawings pages dated 01/26/26 – 3 sheets

1. Bid Due Date:

1.1. Bid Due Date Remains Unchanged, Bid Due Date is Monday, February 9, 2026 at 3:30 pm. Bids must be submitted to the district per the Project Manual. No email or Procore submissions will be accepted.

2. Pre-bid Meeting:

2.1. A pre-bid meeting will be held starting at the MS/HS Library, 8169 W. State Street, Central Lake, MI on

Thursday, January 29, 2026, at 3:30 pm.

Lump sum sealed proposals will be received addressed to, Dr. Ryan Cunningham, Superintendent, Central Lake Public Schools, 8169 W. State Street, Central Lake, MI at the MS/HS main office by 3:30 pm on Monday February 9, 2026.

Proposals will only be accepted on the proposal form provided under specification section 004126. The bids will be opened publicly immediately after in the MS/HS library on the same date.

END OF ADDENDUM NO. 1

2851 High Meadow Circle | Suite 100

Auburn Hills | MI 48326

248.656.1377 | www.frenchaia.com

2025-0341 26.01.26 addendum 1.docx

ADDENDUM

Addendum No: 01

Project: Central Lake Public Schools Central Lake Elementary School Secure Vestibule & Central Lake HS/MS Remodel & Secure Vestibule Addition

Project No: 2025-034.1 / 2025-035.1

Owner: Central Lake Public Schools

Documents Issued: December 15, 2025

Addendum Issued: January 26, 2026

This Addendum is issued before the receiving of bids to clarify or to include certain revisions to the plans or specifications. All work required by this Addendum shall be in accordance with the original plans and apply to this project.

It is requested to include the work hereinafter described, in the proposal by the contractor for the complete work.

Specification Changes:

1. Refer to 00 9000 Geotechnical Report:

a. Added Geotechnical Report in its entirety.

2. Refer to 3.1 Schedule of Alternates:

a. A. Alternate A1, #2 Description of Alternate HS/MS

i. Change (a.) From: Existing wood gym flooring to remain.

To: Remove existing wood gym flooring and install new wood gym flooring.

ii. Add (h.) Remove existing bleachers, salvage & modify to remove (1) one row, & reinstall.

Addendum No: 01

Central Lake Public Schools Project No.: 2025-034.1 / 2025- 035.1

Central Lake HS/MS Remodel & Secure Vestibule Addition

January 26, 2026

2025-0341 26.01.26 addendum 1.docx

Drawing Changes: CLPS HS/MS 2025-035.1

ARCHITECTURAL

1. Refer to AD2.30B Unit B Demolition Roof Plan – (issued):

a. Revised Demolition Plan Legend to indicate existing roof membrane & insulation at

Gymnasium to be removed by other.

b. Revised Demolition Roofing General Notes, Note #2, to add “Existing Roof

Membrane & Insulation to be Removed by Other.

2. Refer to Sheet A2.10A – Unit A Partial Enlarged First Floor Plan & Equipment Plan (not issued):

a. Revised Floor Plan Key Notes, Note “D”, To: Provide & Install Wood Sports Floor System at Gymnasium.

3. Refer to Sheet A2.10B – Unit B Floor Plan (issued):

a. Revised Floor Plan Key Notes, Note “D”, To: Provide & Install Wood Sports Floor

System at Gymnasium.

b. Revised Alternate Notes numbers.

c. Revised Alternate Notes:

a. Alternate A1: Change (A1.) From: Existing wood gym flooring to remain.

To: 1. Remove existing wood gym flooring and install new wood gym flooring.

b. Alternate A1: Add (Note 7) Remove existing bleachers, salvage & modify to remove (1) one row, & reinstall.

4. Refer to Sheet A2.30B – Unit B Roof Plan (not issued):

a. Revised Alternate Notes:

a. Alternate A1: Change (1.) From: Existing wood gym flooring to remain.

To: 1. Remove existing wood gym flooring and install new wood gym flooring.

b. Alternate A1: Add (Note 7) Remove existing bleachers, salvage & modify to remove (1) one row, & reinstall.

5. Refer to Sheet A4.11 – Building Sections (issued):

a. Alternate A1: Change (1.) From: Existing wood gym flooring to remain.

To: 1. Remove existing wood gym flooring and install new wood gym flooring.

b. Alternate A1: Add (Note 7) Remove existing bleachers, salvage & modify to remove

(1) one row, & reinstall.

c. Drawing A/A210B Proposed Alternate A1 East West Section View Looking South, revised notes to remove and replace gymnasium floor & remove, modify, and place back bleachers at gymnasium.

CENTRAL LAKE PUBLIC SCHOOLS

CENTAL LAKE ELEMENTARY SCHOOL SECURE VESTIBULE REMODEL &

CENTRAL LAKE HS/MS REMODEL & SECURE VESTIBULE ADDITION

PROJECT NUMBER(S) 2025-034.1, 2025-035.1

FRENCH ASSOCIATES, INC.

architects planners interiors 01 2300 - 1

ALTERNATES

SECTION 01 2300 - ALTERNATES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for alternates as proposed by the Architect.

1. Voluntary Alternates or Substitutions proposed by Bidders will not form the Base Bid

Proposal Price.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

B. Voluntary Alternates: Bidders proposed voluntary alternates and substitutions will not be recognized as part of the Base Bid Price opening. Owner may review voluntary proposals with the successful Bidder.

1.4 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

CENTAL LAKE ELEMENTARY SCHOOL SECURE VESTIBULE REMODEL &

CENTRAL LAKE HS/MS REMODEL & SECURE VESTIBULE ADDITION

PROJECT NUMBER(S) 2025-034.1, 2025-035.1

FRENCH ASSOCIATES, INC.

architects planners interiors 01 2300 - 2

ALTERNATES

D. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate A1:

1. Description of Base Bid: HS/MS

a. Remove existing bleachers and modify for reinstallation.

b. Remove existing basketball backstops including supports, bracing, etc., and salvage for reinstallation.

c. Remove existing suspended batting cage and salvage for reinstallation.

d. Remove existing wood gym flooring and install new wood gym flooring.

e. Remove existing roofing membrane and replace with new membrane roofing.

2. Description of Alternate: HS/MS

a. Remove existing wood gym flooring and install new wood gym flooring.

b. Remove existing basketball backstops including supports, bracing, etc. Provide and install new backstops.

c. Remove existing suspended batting cage and salvage for reinstallation.

d. Remove existing roofing membrane, wood deck, roof structure, electrical and all

HVAC equipment suspended to roof structure.

e. Exterior walls to remain.

f. Provide and install gym roof system and roof deck and structure including gutters and downspouts.

g. Provide and install gym electrical and HVAC related to the roof deck and structure replacement.

h. Remove existing bleachers and modify for reinstallation.

B. Alternate A2:

1. Description of Base Bid: HS/MS no school logo in flooring at Lobby A102.

2. Description of Alternate: HS/MS add school logo in flooring at Lobby A102. Refer to drawings.

C. Alternate A3:

1. Description of Base Bid: HS/MS no paint in Gym B107.

2. Description of Alternate: HS/MS add paint in Gym B107. Refer to Finish Schedule and

Interior Elevations.

END OF SECTION 01 2300

7.1A

7.2 7.2

7.27.2

7.2

7.2 7.2

7.2

23.3

23.3

23.3

ALT.1

ALT.1

ALT.1

7.1B

ALT.1

UNIT 'B'

UNIT 'A'

UNIT 'C

UNIT 'B

(E) R.S.

(E) R.S.

(E) R.S.

(E) R.S.

(E) R.S.

(E) R.S.

(E) R.S. (E) R.S.

(E) R.S.

DEMOLITION PLAN NOTES

REFER TO SHEET AD2.00 FOR DEMOLITION GENERAL NOTES AND KEY NOTES.

DASHED LINES REPRESENTS DEMOLITION

REFER TO HARDWARE SCHEDULE FOR DOOR OPERATING HARDWARE

REMOVAL FOR REPLACEMENT.

1.

2.

3.

REFER TO BUILDING AND WALL SECTIONS FOR ADDITIONAL INFORMATION

REMOVE EXISTING ROOFING MEMBRANE, FLASHINGS AND COPING. EXISTING INSULATION TO REMAIN.

PROVIDE AND INSTALL NEW FULLY ADHERED EPDM MEMBRANE FASTENED MEMBRANE ROOFING SYSTEM OVER 5/8" COVERBOARD OVER NEW INSULATION OVER EXISTING INSULATION FOR A MINIMUM INSULATION

VALUE OF R-30. PROVIDE AND INSTALL ALL NEW FLASHINGS AND COPING REQUIRED FOR NEW

INSTALLATION AND REQUIRED WARRANTY.

REMOVE ROOF DECK & ROOF STRUCTURE COMPLETE AS REQUIRED BY NEW

CONSTRUCTION.

EXISTING ROOF MEMBRANE, BUR (COAL TAR) & INSULATION AT GYMNASIUM TO BE

REMOVED BY OTHERS.

REMOVE PORTION OF EXISTING ROOFING MEMBRANE, INSULATION, FLASHINGS AND

COPING FOR INSTALLATION OF NEW CONSTRUCTION.

DEMOLITION PLAN LEGEND

INDICATES DIRECTION OF SLOPE TO DRAIN

ROOF PLAN KEY

ROOF SUMPR.S.

INTAKE HOOD PER MECHANICAL.

EXHAUST FAN PER MECHANICAL.

I.H.

E.F.

OVERFLOW SUMPO.S.

G.R.H. GRAVITY RELIEF HOOD PER MECHANICAL

ENERGY RECOVERY UNIT PER MECHANICAL.E.R.U.

(E) EXISTING EQUIPMENT TO REMAIN (VERIFY)

R.V. RELIEF VENT PER MECHANICAL

D.S. DOWNSPOUT

ROOF SCUTTLE HATCHR.S.H.

D.V. DISCHARGE VENT PER MECHANICAL

BOILER FLUE PER MECHANICALB.F.

WATER HEATER FLUE PER MECHANICAL.W.F.

T.O.T. TOP OF TRUSS

KILN EXHAUST PER MECHANICAL.K.E.

VENT THRU ROOF PER MECHANICAL.V.T.R.

AIR COOLED CONDENSING UNIT PER MECH.A.C.C.U.

T.O.S.

T.O.M.

TOP OF STEEL

TOP OF MASONRY

S.R.R. SNOW RETENTION RAIL

DEMOLITION ROOFING GENERAL NOTES

1. REFER TO PROJECT SPECIFICATION MANUAL FOR DEMOLITION CRITERIA BEFORE

REMOVING ANY ITEMS.

2. REMOVE AND REPLACE EXISTING CONSTRUCTION AS REQUIRED FOR THE

EXECUTION OF NEW WORK.

EXISTING ROOF MEMBRANE, BUR (COAL TAR) & INSULATION AT GYMNASIUM TO BE

REMOVED BY OTHERS.

3. PROTECT EXISTING CONSTRUCTION TO REMAIN AS REQUIRED DURING DEMOLITION

AND NEW WORK.

4. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION

REQUIREMENTS AND FOR COORDINATION WITH ALL TRADES.

5. DISCONNECT ALL MISCELLANEOUS FEATURES (I.E. ELECTRICAL, MECHANICAL,

PLUMBING, ETC.) ASSOCIATED WITH ITEMS TO BE DEMOLISHED.

6. REMOVAL OF ANY MECHANICAL, ELECTRICAL AND MISCELLANEOUS ITEMS WILL

REQUIRE PATCH AND REPAIR OF ADJACENT MATERIALS TO REMAIN SHALL BE

PREPPED AS REQUIRED.

7. PROTECT EXISTING ELEMENTS TO REMAIN. ANY AFFECTED ELEMENTS SHALL BE

PATCHED & REPAIRED. PREP AS REQUIRED TO MATCH EXISTING ADJACENT

SURFACES .

8. CONTRACTOR SHALL PLACE ANY ITEMS OR MATERIALS TO BE RETAINED IN A

SECURE LOCATION AS DIRECTED BY OWNER.

9. REMOVAL OF ALL EXISTING LIGHTENING PROTECTION, HORNS, WEATHER VEINS,

OUTLETS, ETC. REQUIRED FOR WORK, SHALL BE SALVAGED AND STORED FOR

RE-INSTALLATION.

EXISTING ROOF CONSTRUCTION TO REMAIN.

KEY PLAN

01-26-2026 ADDENDUM #1

AjA xxx xxx

UNIT B

DEMOLITION

ROOF PLAN

AD2.30B

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Middle School/ High School Remodel Central Lake, Michigan

2025-035.1

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2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

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B

A

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SCALE:

UNIT B DEMOLITION ROOF PLAN

1/8" = 1'-0"

B

AD4.12

D

AD4.12

A

AD4.12

C

AD4.12

E

AD

4.

B

AD4.12

D

AD4.12

B

AD401

C

AD401

F

AD401

E

AD401

ADD

ADD

VESTIBULE

B101

VISITORS

CHANGING

B102

GIRLS

LOCKER RM

B103

BOYS

LOCKER RM

B104

GYMNASIUM

B107

BOYS

RESTROOM

B106

GIRLS

RESTROOM

B105

CONSESSIONS

B108

STORAGE

B108

GIRLS

RESTROOM

B109

BOYS

RESTROOM

B110

MULTI USE

B111

DISHWASHING

RECEIVING

B116

FOOD

STORAGE

B117

CORRIDOR

CORRIDOR

B120

CORRIDOR

B121

A

B

C

D

E

F

G

1 2 3 4

C

C

C

C

C

EX

IS

TI

NG

4'-

EXISTING 76'-0" +/-

C

A6.02 AB

A6.03

A

B

D

EXTERIOR WALLS TO BE 4" NOMINAL MASONRY VENEER W/ 1" AIR SPACE

ON 3" RIGID INSUL. ON CMU BACK-UP (8" OR 12")-

ALL WALLS ARE FULL HEIGHT CMU.

FLOOR PLAN LEGEND (EXTERIOR WALLS)

FLOOR PLAN GENERAL NOTES

1. ALL INTERIOR PARTITIONS SHALL EXTEND UP TO UNDERSIDE OF ROOF DECK..

2. PROVIDE BATT SOUND ATTENUATION INSULATION ABOVE CEILING, 4'-0" EACH

SIDE OF PARTITION, FOR PARTITIONS THAT DO NOT EXTEND UP TO ROOF

DECK.

3. UNLESS OTHERWISE INDICATED, ALL WALLS OF MAIN CORRIDORS ARE SMOKE

PARTITIONS. REFER TO CODE PLAN FOR REMAINING INFORMATION.

4. UNLESS OTHERWISE INDICATED, ALL INTERIOR MASONRY WALLS ARE 8" CMU.

FLOOR PLAN KEY NOTES

A. PROVIDE AND INSTALL ADA WHEELCHAIR LIFT. REFER TO SPECIFICATIONS.

B. PROPOSED CONCRETE FROST ENTRY SLAB. REFER TO CIVIL DRAWINGS.

C. RE-INSTALL EXISTING BASKETBALL RIGGING, HOOPS, BACKBOARD, ETC.

COMPLETE AFTER GYMNASIUM FLOOR HAS BEEN INSTALLED COMPLETE AND

READY FOR USE.

D. PROVIDE AND INSTALL WOOD SPORTS FLOOR SYSTEM AT GYMNASIUM.

E. PROVIDE AND INSTALL VERTICAL METAL WALL PANEL OVER METAL FRAMING

WHERE INDICATED.

F. FILL IN AND LEVEL CONCRETE FLOOR SLAB WHERE REMOVED. PREP CONCRETE

PER FINISH FLOORING MANUFACTURER.

G. PATCH AND REPAIR EXISTING CMU AFTER INSTALLATION OF MECHANICAL

EQUIPMENT.

X

5/8" GYPSUM BOARD EACH SIDE OF METAL STUDS- PROVIDE IMPACT

RESISTANT GYP. BD. TO 8'-0" TYP.

C.M.U. PARTITION AS INDICATED

FLOOR PLAN LEGEND (INTERIOR WALLS)

REFER TO SHEET A0.03 FOR PARTITION LEGEND

ALL INTERIOR WALLS TO DECK .

M8 TYPICAL C.M.U. PARTITION, UNLESS TAGGED OTHERWISE

S4 TYPICAL INSULATED STUD WALL PARTITION, UNLESS TAGGED OTHERWISE

METAL WALL PANEL ON INFILTRATION BARRIER ON 5/8” EXT. SHEATING ON

1 1/2” RIGID INSULATION ON LIGHT GAUGE FRAMING W/ R-19 BATT

INSULATION.

EXTERIOR WALLS TO BE METAL WALL PANELS ON INFILTRATION BARRIER

ON 5/8” EXT. SHEATING ON 78" HAT CHANNEL FRAMING ON 3" RIGID INSUL.

ON CMU BACK-UP (8" OR 12"). ALL WALLS ARE FULL HEIGHT CMU.

ALTERNATE NOTES

REFER TO PROJECT SPECIFICATION MANUAL FOR ADDITIONAL INFORMATION.

ALTERNATE A1 (GYMNASIUM):

1. REMOVE AND REPLACE GYMNASIUM FLOOR WITH NEW WOOD FLOOR SYSTEM.

(LINES TO BE PAINTED IN NEW LOCATION)

2. REMOVE EXISTING BASKETBALL BASKET SYSTEMS COMPLETE INCLUDING

HOOPS, BACKBOARDS, STRUCTURAL SUPPORT, ETC. SALVAGE FOR

RE-INSTALLATION.

3. REMOVE EXISTING SUSPENDED BATTING CAGE NET AND ALL COMPONENTS.

SALVAGE FOR RE-INSTALLATION.

4. REMOVE EXISTING ROOF DECK, ROOF STRUCTURE, ELECTRICAL, AND ALL HVAC

EQUIPMENT ATTACHED TO GYMNASIUM CEILING & ROOF. REMOVE A TOP

PORTION OF THE EXTERIOR WALL. ROOF MEMBRANE & INSULATION AT

GYMNASIUM TO BE REMOVED BY OTHERS.

5. PROVIDE AND INSTALL GYM ROOF & ROOF STRUCTURE .

6. PROVIDE AND INSTALL GYM ELECTRICAL AND HVAC RELATED TO THE CEILING

AND ROOF AS INDICATED IN THE DRAWINGS.

7. REMOVE EXISTING BLEACHERS, MODIFY TO REMOVE ONE SECTION,

RE-INSTALL AFTER GYMNASIUM FLOOR WORK IS COMPLETED.

BASE BID:

1. REMOVE EXISTING BLEACHERS, MODIFY TO REMOVE ONE SECTION,

RE-INSTALL AFTER GYMNASIUM FLOOR WORK IS COMPLETED.

2. REMOVE EXISTING BASKETBALL BASKET SYSTEMS COMPLETE INCLUDING

HOOPS, BACKBOARDS, STRUCTURAL SUPPORT, ETC. SALVAGE FOR

RE-INSTALLATION.

3. REMOVE EXISTING SUSPENDED BATTING CAGE NET AND ALL COMPONENTS.

SALVAGE FOR RE-INSTALLATION.

4. REMOVE AND REPLACE EXISTING GYMNASIUM WOOD FLOOR WITH NEW WOOD

FLOOR SYSTEM.

(LINES WILL BE PAINTED IN NEW LOCATION).

5. REMOVE ROOFING MEMBRANE & INSULATION BY OTHER PROVIDE & INSTALL NEW

ROOFING SYSTEM AS SHOWN IN DOCUMENTS.

KEY PLAN

01/26/2026 ADDENDUM #1

xxx xxx xxx

UNIT B

FLOOR PLAN

A2.10B

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Middle School/ High School Remodel Central Lake, Michigan

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B

A

C

B A401

C A401

SCALE:

UNIT B FLOOR PLAN

1" = 20'-0"

A A411

B A412

B A412

SIM.

ADD

ADD

EXIST. GYM TRUSS BEARING

REF. ELEV = 117-9"

EXIST. TRUSS BEARING

REF. ELEV = 112-10"

EXIST. GYM F.F.

REF. ELEV = 95'-6"+/-

T.O. FRAMING

REF. ELEV = 122-10"

GYMNASIUM

B107

ROOF TYP. U.N.0.

EPDM FULLY ADHRERED MEMBRANE ROOF OVER

12" H.D. INSULATION BOARD ON 5" POLYISO

INSULATION. ADD TAPER AS NEEDED FOR

DRAINAGE 14" PER FOOT MIN.

ALTERNATE A1: PROPOSED

BOTTOM BEARING METAL ROOF

TRUSS, REFER TO

STRUCTURAL.

REMOVE, MODIFY EXISTING

BLEACHERS TO REMOVE ONE

ROW, & REINSTALL.

REMOVE WOOD GYM SPORTS

FLOOR & REPLACE WITH NEW

WOOD SPORTS FLOOR

SYSTEM. REFER TO

SPECIFICATIONS AND FINISH

PLANS.

EXTEND EXISTING PARAPET

PRE-FINISHED METAL SIDING. MATCH EXISTING

PROFILE AND FINISH

EXTEND EXISTING PARAPET

PRE-FINISHED METAL

SIDING. MATCH EXISTING

PROFILE AND FINISH

EXISTING MASONRY

WALL

CORRIDOR

B121

EXISTING MASONRY

EXTERIOR WALL

ECU V.I.F.

EXISTING FOUNDATION.

ECU V.I.F.

EXISTING FOUNDATION.

ECU V.I.F.

EXISTING ROOF

STRUCTURE

REINSTALL BACKBOARD/

HOOP SYSTEM PER NFHS

STANDARDS.

PROVIDE AND INSTALL STRUCTURAL

SUPPORT FOR BASKETBALL

BACKBOARDS EXISTING SYSTEM.

FIELD VERIFY HEIGHT

REQUIREMENTS.

TYP.

REINSTALL BACKBOARD/

HOOP SYSTEM PER NFHS

STANDARDS.

PROVIDE AND INSTALL STRUCTURAL

SUPPORT FOR BASKETBALL

BACKBOARDS EXISTING SYSTEM.

FIELD VERIFY HEIGHT

REQUIREMENTS.

TYP.

ALTERNATE NOTES

REFER TO PROJECT SPECIFICATION MANUAL FOR ADDITIONAL INFORMATION.

ALTERNATE A1 (GYMNASIUM):

1. REMOVE AND REPLACE GYMNASIUM FLOOR WITH NEW WOOD FLOOR SYSTEM.

(LINES TO BE PAINTED IN NEW LOCATION)

2. REMOVE EXISTING BASKETBALL BASKET SYSTEMS COMPLETE INCLUDING

HOOPS, BACKBOARDS, STRUCTURAL SUPPORT, ETC. SALVAGE FOR

RE-INSTALLATION.

3. REMOVE EXISTING SUSPENDED BATTING CAGE NET AND ALL COMPONENTS.

SALVAGE FOR RE-INSTALLATION.

4. REMOVE EXISTING ROOF DECK, ROOF STRUCTURE, ELECTRICAL, AND ALL HVAC

EQUIPMENT ATTACHED TO GYMNASIUM CEILING & ROOF. REMOVE A TOP

PORTION OF THE EXTERIOR WALL. ROOF MEMBRANE & INSULATION AT

GYMNASIUM TO BE REMOVED BY OTHERS.

5. PROVIDE AND INSTALL GYM ROOF & ROOF STRUCTURE .

6. PROVIDE AND INSTALL GYM ELECTRICAL AND HVAC RELATED TO THE CEILING

AND ROOF AS INDICATED IN THE DRAWINGS.

7. REMOVE EXISTING BLEACHERS, MODIFY TO REMOVE ONE SECTION,

RE-INSTALL AFTER GYMNASIUM FLOOR WORK IS COMPLETED.

BASE BID:

1. REMOVE EXISTING BLEACHERS, MODIFY TO REMOVE ONE SECTION,

RE-INSTALL AFTER GYMNASIUM FLOOR WORK IS COMPLETED.

2. REMOVE EXISTING BASKETBALL BASKET SYSTEMS COMPLETE INCLUDING

HOOPS, BACKBOARDS, STRUCTURAL SUPPORT, ETC. SALVAGE FOR

RE-INSTALLATION.

3. REMOVE EXISTING SUSPENDED BATTING CAGE NET AND ALL COMPONENTS.

SALVAGE FOR RE-INSTALLATION.

4. REMOVE AND REPLACE EXISTING GYMNASIUM WOOD FLOOR WITH NEW WOOD

FLOOR SYSTEM.

(LINES WILL BE PAINTED IN NEW LOCATION).

5. REMOVE ROOFING MEMBRANE & INSULATION BY OTHER PROVIDE & INSTALL NEW

ROOFING SYSTEM AS SHOWN IN DOCUMENTS.

EXIST. F.F. ENTRY

REF. ELEV = 98'-0"

EXIST. F.F. OFFICE

REF. ELEV = 100'-0"

COMMUNITY GYM

EXIST. F.F.

REF. ELEV = 96'-0"

PROPOSED.TOM

REF. ELEV = 115'-4"

PROPOSED JOIST BEARING

REF. ELEV = 112'-0"

A A410

B A410

D A410

E A410

POURED CONCRETE

ADA RAMP.

VA

RI

ES

4"

1 12" DIAM. STEEL HANDRAIL &

POSTS PAINTED PER ROOM

FINISH SCHEDULE

2'- 8"

EXISTING

CONCRETE SLAB

KEY PLAN

01/26/2026 ADDENDUM #1

AjA

KK

CM

BUILDING

SECTIONS

A4.11

ISSUE DATE ISSUED FOR

CHECKED

APPROVED

DRAWN

PROJECT

SHEET

PROJECT NUMBER

SHEET NUMBER

12/15/2025 BID DOCUMENTS

Central Lake Public Schools Middle School/ High School Remodel Central Lake, Michigan

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2851 High Meadow Circle | Suite 100 Auburn Hills | MI 48326

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B

A

C

SCALE:

PROPOSED ALTERNATE A1

EAST WEST SECTION VIEW LOOKING SOUTH

3/16" = 1'-0" A

A2.10B

B A507

C A507

SCALE:

SECURE VESTIBULE

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PROJECT MANUAL

Central Lake Public Schools Series 1

Bid Package 1 – MS/HS & Elementary Renovations Central Lake, Michigan

January 23, 2026

MTCC Project No. 25-113 French Associates Project Nos. 2025-034.1, 2025-035.1

OWNER

Central Lake Public Schools

8190 W State St.

Central Lake, Michigan 49622

CONSTRUCTION MANAGER

Moore Trosper Construction Co.

4224 Keller Road Holt, Michigan 48842

ARCHITECT

French Associates

2851 High Meadow Cir. Suite 100 Auburn Hills, Michigan 48326

BP1 – MS/HS & ELEMENTARY RENOVATIONS

SECTION 000110

TABLE OF CONTENTS

MOORE-TROSPER CONSTRUCTION CO.

Project No. 25-113

Section 000110 - Page 1 of 1

00 PROCUREMENT AND CONTRACTING REQUIREMENTS

000101 Project Title Page 000110 Table of Contents

001100 Bid Advertisement 002113 Instructions to Bidders 002413 Scopes of Bids 003113 Preliminary Construction Schedule 004126 Bid Form

005233 Agreement Form 006113 Performance and Payment Bond 006200 Project Certificates & Forms 007216 General Conditions 007300 Supplementary Conditions 007316 Insurance Requirements

01 GENERAL REQUIREMENTS

012100 Allowances 012200 Unit Prices 012300 Alternates 012600 Contract Modification Procedure 012900 Payment Procedures 012973 Schedule of Values 013323 Shop Drawings, Product Data, and Samples 013529 Health, Safety, and Emergency Response Procedures 015000 Temporary Facilities & Controls 015719 Jobsite Environmental Management 017123 Field Engineering 017329 Cutting and Patching 017700 Closeout Procedures 017823 Operation and Maintenance Data 017839 Record Documents

02 EXISTING CONDITIONS

022623 Asbestos Assessment

ATTACHMENTS

Attachment A – Site Logistics Plan Attachment B – Temporary Protection Plan Attachment C – Post Bid Interview Schedule Attachment E – Construction Handbook Attachment F – Construction Drawings

END OF SECTION

SECTION 001100

BID ADVERTISEMENT

Section 001100 - Page 1 of 2

PROJECT: Central Lake Public Schools BP1 – MS/HS & Elementary Renovations

MTCC PROJECT NO.: 25-113

OWNER: Central Lake Public Schools 8190 W State Street Central Lake, Michigan 49622

ARCHITECT: French Associates 2851 High Meadow Cir. Suite 100

Auburn Hills, Michigan 48326

CONSTRUCTION MANAGER: Moore Trosper Construction Company 4224 Keller Road Holt, Michigan 48842 Sr. Project Manager: Heather Place E-mail: hplace@mooretrosper.com

Pre-bid Conference:

A pre-bid conference will be held at the MS/HS library, 8169 W State Street, Central Lake, MI on Thursday, January 29, 2026, at 3:30 pm. Attendees can park in the main parking lot and enter the main entrance directly.

Bid Date:

Lump sum sealed proposals will be received addressed to, Dr. Ryan Cunningham, Superintendent, Central Lake Public Schools, 8169 W State Street, Central Lake, MI at the MS/HS main office by 3:30 pm on Monday February 9, 2026. Proposals will only be accepted on the proposal form provided under specification section 004126. The bids will be opened publicly immediately after in the MS/HS library on the same date. (Subject to the requirements of the Law.)

Bid Categories:

04-01 Masonry 09-02 Flooring 05-01 Structural Steel 09-03 Painting 06-01 General Trades 23-01 Plumbing and Mechanical 07-01 Roofing and Siding 26-01 Electrical 08-01 Glass Glazing and Storefronts 31-01 Earthwork / Concrete / Sitework 09-01 Walls and Ceilings

Bid Documents:

Bid Documents, drawings and specifications will be available for electronic download through Moore Trosper Construction Company’s Procore site. Potential bidders that would like access to the documents should contact Heather Place at hplace@mooretrosper.com or calling (517) 694-6310.

Bidders are responsible for ALL documents and cost of printing and shipping of plans and specs. Documents obtained from sources other than Moore Trosper’s Procore site shall be used at the risk of the bidder.

Invitations to Bid will be posted on:

• State of Michigan SIGMA VSS (Vendor Self Service) mailto:hplace@mooretrosper.com

SECTION 001100

BID ADVERTISEMENT

Section 001100 - Page 2 of 2

• Builders Exchange of Lansing

• Builders Exchange of Kalamazoo

• Builders Exchange of Grand Rapids

• Builders Exchange of Northwest Michigan

• Construction Association of Michigan (CAM)

• Construction News Service of West Michigan (CNS)

Request for Further Information:

All questions during the bidding period shall be emailed to Heather Place at hplace@mooretrosper.com.

Absolutely no direct contact with the Architect or Owner will be permitted.

Pre-Qualification

All bidders are required to be pre-qualified prior to award of contract (not prior to bidding). Review New Vendor Evaluation form in specification 006200 – Miscellaneous Forms for prequalification requirements prior to award.

Interest in Project

Any bidder wishing to be on the bidders list for this project please send an e-mail to Moore Trosper Construction Company at hplace@mooretrosper.com. The requirements for bidding this project in addition to the above referenced items are:

• A bid bond will be required (5% of total bid).

• Ability to provide a performance bond and a labor and material payment bond for 100% of the amount of each bid.

• Pay applications per AIA documents.

• Pre-qualification including a review of financials, safety records and lawsuits, etc.

• PREVAILING WAGES AND CERTIFIED PAYROLL ARE REQUIRED.

• Public Act 10 of 2023 requires all contractors and subcontractors working on 100% state-funded projects to complete an annual registration with the Department of Labor and Economic Opportunity (LEO). Contractors must complete the registration process and provide proof of registration to the District.https://www.michigan.gov/leo/bureaus-agencies/ber/wage-and-hour/prevailing-wage#contractor-registration mailto:hplace@mooretrosper.com https://www.michigan.gov/leo/bureaus-agencies/ber/wage-and-hour/prevailing-wage#contractor-registration https://www.michigan.gov/leo/bureaus-agencies/ber/wage-and-hour/prevailing-wage#contractor-registration

SECTION 002113

INSTRUCTIONS TO BIDDERS

Section 002113 - Page 1 of 4

Definitions

All definitions set forth in the General and Supplementary Conditions of the Contract for Construction are applicable to these Instructions to Bidders.

“Bid Documents” include the contract, the General Conditions, the Bid Advertisement, the Project Manual, the Construction Handbook (Specifications) the Construction Drawings, and bid addenda issued for the purpose of preparing a bid proposal.

“Work Category” or “Bid Category” are areas of Work performed by a Prime Contractor and its Subcontractors.

“Addenda” are written or graphic instruments issued prior to the execution of the Contract which modify or interpret the Bidding Documents, including Drawings and Specifications, by additions, deletions, clarifications or corrections.

“Bid” means a proposal prepared and submitted as required herein.

“Prime Contractor” shall refer to the entity contracted to perform the Work of one or more bid categories whether referred to in the Contract Documents as Contractor, Subcontractor, Entity, or Trade Contractor.

“Entities,” Entity shall refer to the Owner, Supplier, Contractor, Subcontractor, Individual, etc. contracted to perform the Work related to the Project.

Bidders Representation

Each Bidder, by submitting a bid, represents that the Bidder has read and understands the Bidding Documents and project schedule, has visited the site and is familiar with the local conditions under which the Work is to be performed. Additionally the bidder has made their own review of the facilities and any difficulties that may present themselves for the performance and completion of the Work.

Bidding Procedures

All bids must be submitted on the unaltered Bid Proposal Forms provided as part of the Bid Documents and in accordance with these Instructions to Bidders.

Each Bidder shall ascertain prior to submitting a bid that he has received all Addenda issued and shall acknowledge receipt on the Bid Proposal Form.

All bids must be signed as follows:

• 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.

• 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 a certified copy of the partnership’s certificate submitted with the bid indicated that all partners have signed, no authorization is required.

• Bids submitted by joint ventures shall be signed by one of the joint ventures and shall be accompanied by a certified copy of the power of attorney authorizing the individual signing to bind all the joint ventures.

• Individual signing on own behalf: No authorization is required.

• Individual signing on behalf of another: Power of attorney or comparable evidence of authority shall accompany bid.

Bids shall be submitted in an opaque, sealed envelope. Facsimile and e-mail bids will NOT be accepted.

A bid shall be invalid if it is not delivered to the location indicated in the Bid Advertisement on or before the required bid due date and time.

Section 002113 - Page 2 of 4

No responsibility shall attach to the Construction Manager, the Owner, or representatives of either, for premature opening of any proposal, which is not properly addressed, delivered and identified.

Negligence in preparation, improper preparation, error in and/or omissions from the bid shall not relieve the Bidder from fulfillment of any and all applicable obligations and requirements of the contract documents.

The Owner, Architect/Engineer or Construction Manager, in making copies of the Bidding Documents available, do so only for the purpose of obtaining bids on the work and do not confer a license or grant for any other use.

All bids submitted shall be for the specified base specifications and scope of work with no exceptions.

Exceptions in the base bid may be considered as basis for rejection.

Voluntary alternates will be considered at the Architect and Owner’s discretion.

Bidder shall not modify, withdraw or cancel a bid or any part thereof for ninety (90) days after the time designated for the receipt of bids.

Bid Document Review

Each Bidder shall examine the Bidding Documents carefully and, not later than seven (7) days prior to the date for receipt of bids, shall make written Request For Information (RFI) to Moore Trosper Construction Company for interpretation or correction of any ambiguity, inconsistency or error therein discovered. Only written interpretation or correction by Addendum shall be binding.

Each Bidder shall submit a bid proposal based on the entire set of Bid Documents. Bidders shall review all Drawings and Specifications to identify work related to its respective bid category. Complete sets of Drawings are available for review at the locations indicated in the Bid Advertisement/Invitation for Bids or may be obtained from Moore Trosper Construction Company.

Failure to review the complete set of documents and to identify items reasonably interpreted to be in the scope of the Work Category shall not relieve the Prime Contractor of its responsibility to perform the Work.

Any incidental item of material, labor or detail, required for proper execution and completion of the Work, omitted from the Contract Documents, but required by governing codes, local regulations, intent of the documents, trade practices, operational functions, and quality workmanship, shall be provided as part of the contract Work at no additional cost, even though not specifically detailed or noted.

Prime Contractor shall not scale Drawings to obtain dimensions.

Site Review

The Bidder represents that it has carefully inspected the Project site and examined the Drawings and Specifications and other Contract Documents and is familiar with and has satisfied itself as to the nature, location and amount of the Work, the Bidder’s access thereto and ability to perform the Work, local code requirements applicable to the Work and requirements of permits and inspections, safety and barricade requirements, the terms and conditions of any applicable project labor and collective bargaining agreements, as well as the quality, quantity and availability of labor, materials, equipment and facilities and other items required for the performance of the Work and the possible limiting physical and other conditions which may be encountered in the performance of the Work and assumes all risks therefrom.

The Bidder has determined, by its own investigation and research, all the conditions affecting the Work to be performed and materials to be furnished and does not rely upon any representation by the Owner or Construction Manager in connection therewith. In performing the Work, Bidder accepts the condition of the Project site as-is and assumes the risks with regard to existing conditions at the Project site.

The Bidder shall take its own measurements and be responsible for the correctness of same.

Section 002113 - Page 3 of 4

The Bidder shall be held to have made such examinations of the premises and no allowances will be made on its behalf by reason of error or omission on its part.

Plans, diagrams and other descriptive information which depict existing conditions are provided for scope identification and scheduling purposes only. Quantities, elevations, measurements and locations shown may have been approximated and/or gathered from dated, incomplete original construction documents.

This data should not be used for bidding purposes without field verification by the Bidder.

The Bidder’s own Contract Document review and site inspection review of the work areas shall be relied upon to provide the Bidder information he may require to properly execute and complete the work.

Questions must be submitted in writing (RFI) to the Construction Manager at least seven (7) days before the date for receipt of bids to allow time for written Addenda to be issued.

Material Substitutions

Each bid shall be based upon materials and equipment described in the Bidding Documents.

Material and equipment substitutions will not be considered unless a written request has been submitted for approval at least seven (7) days prior to the bid due date. Only approvals in a written Addendum shall be binding. Each substitution request shall include the following:

a. Complete description of the proposed substitution.

b. Information regarding specified material or equipment for which substitution is being submitted.

c. Drawings.

d. Manufacturer’s literature.

e. Performance and test data.

f. Effect on performance characteristics.

g. Impact on the Work of other trades.

h. Any other data or information necessary for a complete evaluation.

Credit for Work Removed from Contract

Contractor shall provide a credit back to the Owner for any work removed from the contract, inclusive of overhead and profit.

Document Management

All project documents, including but not limited to Drawings, Specifications, Bulletins, Addenda, Submittals, RFI’s, and punch lists will be distributed through Procore. All contractors should designate personnel to have access to throughout the duration of the project. All foreman on site are required to have an iPad/tablet for access to project documents.

Owner/Construction Managers Rights

Bidder acknowledges the right of the Owner or Construction Manager 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 or Construction Manager to reject a bid for no reason or any reason including but not limited to the following:

a. Bidder fails to furnish or submit data required in the Bidding Documents;

b. Bid is in any way incomplete or irregular;

c. Bidder’s performance as a Prime Contractor was unsatisfactory under a prior contract for the construction, repair, modification, or demolition of a facility with the Owner, Construction Manager or Architect;

d. Known poor performance on prior contracts with parties other than the Construction Manager, Owner or Architect; or

Section 002113 - Page 4 of 4

e. Unsatisfactory financial condition.

The Owner may accept alternates which serve its own best interest. The Owner shall have the right to accept alternates in any order or combination and to determine the low Bidder on the basis of the sum of the base bid and bid alternates accepted.

Bidders to whom award of a contract is under consideration shall submit to the Construction Manager, upon request, a properly executed New Vendor Evaluation Form (Refer to 006200 Project Forms).

Equal Opportunity Policies

The Bidder agrees that it will not discriminate against any employee or applicant for employment because of race, religion, color, sex, national origin or age. The Bidder shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to race, religion, color, sex or national origin.

Bid Security

Each bid shall be accompanied by a bid security in an amount of not less than 5% of the total base bid sum, pledging that the Bidder will enter into a contract with the Construction Manager under the terms stated in the Bidding Documents. This bid security will be made out to Central Lake Public Schools and be in the form of a certified check, cashiers’ check, or bid bond (for any contractor wanting to provide a check contact the Construction Manager for instructions for delivery).

The Owner and/or the Construction Manager will have the right to retain the bid security of Bidders under consideration until the Contract has been executed and bonds have been furnished, the specified time has elapsed so that bids may be withdrawn, or all bids have been rejected.

The amount of the bid security shall be forfeited to the Owner upon failure of the successful Bidder to enter into a Contract within fifteen (15) business days after acceptance of the proposal.

Performance and Labor and Material Payment Bonds

100% Performance and 100% Labor and 100% Material Payment Bonds will be required as a condition of the Contract. Cost of said bonds SHALL be included in the base bid.

BP 1 – MS/HS & ELEMENTARY RENOVATIONS

SECTION 002413

WORK CATEGORIES

Section 004126 - Page 1 of 37 Addendum 1 – 1/28/26

All work for Central Lake MS/HS & Elementary Renovations is to be completed per plans and specifications and captured within the following work categories. Each work category to be bid as full categories and issued as prime contracts. Allowances; listed and voluntary alternates; and unit costs incorporated at the Owners’ discretion.

• 04-01 Masonry

• 05-01 Structural Steel

• 06-01 General Trades

• 07-01 Roofing and Siding

• 08-01 Glass and Glazing

• 09-01 Walls and Ceilings

• 09-02 Flooring

• 09-03 Painting

• 23-01 Plumbing and Mechanical

• 26-01 Electrical

• 31-01 Earthwork / Soil Erosion / Site Concrete / Site Clearing / Seeding

Base Specifications and General Notes shall be applicable to ALL Work Categories. The Scope of Work of each work category shall include the following items required for, caused by or resulting from its Work.

BASE SPECIFICATIONS (INCLUDED IN ALL WORK CATEGORIES)

010001 ELECTRONIC MODEL/DRAWING FILE EXCHANGE AGREEMENT

099000 GEOTECHNICAL REPORT

012300 ALTERNATES

013300 SUBMITTAL PROCEDURES

014000 QUALITY REQUIREMENTS

014200 REFERENCES

016000 PRODUCT REQUIREMENTS

017300 EXECUTION REQUIREMENTS

017329 CUTTING AND PATCHING

GENERAL NOTES (INCLUDED IN ALL WORK CATEGORIES)

1. Coordinate and cooperate with all entities associated with the project including the Owner, Architect, Independent Testing and Inspection agencies, local and other governmental authorities and other Prime Contractors. Cost incurred as a result of lack of coordination of Work, deliveries, access required by others, testing/inspection, schedule, penetrations, etc., shall be the responsibility of the Prime Contractor failing to notify others of action to be taken or other requirements.

2. Provide written Daily Reports to include the following minimum information:

a. Description of Work performed

b. Trade personnel classification and hours

c. Equipment used

d. Significant events/issues

e. Weather

f. Deliveries and material orders

g. Other items as requested

These Daily Reports are required to be submitted to the project superintendent within 24 hours of the day that the work was performed. Failure to comply will be cause for withholding of payments.

3. Commencement of Work subsequent to associated Work by other Entities shall indicate acceptance of the condition of the Work by other Entities and/or existing conditions.

Section 004126 - Page 2 of 37

4. Delivery and storage of materials and equipment shall be the responsibility of each Prime Contractor and coordinated with the Construction Manager (Refer to “Temporary Facilities” section).

5. All means and methods, labor, material, tools, construction equipment and machinery necessary, including cranes, hoisting equipment, scaffolding, shoring and bracing, to complete the Work.

6. Perform all Work related to the Work of the Work Category included in “Temporary Facilities” section.

7. The Prime Contractor shall obtain and pay for all permits and fees associated with its Work and provide evidence of same to Owner and Construction Manager.

8. Minimal control points and elevations will be provided. Each Work Category is responsible for the layout of their own work as well as verifying that layout fits with work already completed as well as existing conditions. Any discrepancies need to be brought to the Construction Manager’s attention, in writing, immediately.

9. Barricades, traffic maintenance and control as required.

10. Protection and safekeeping of Prime Contractor’s own materials and equipment stored on the premises.

11. Take care and protect as required to avoid damaging Work in place by other Entities. In the event of damage to Work in place, the Prime Contractor causing the damage will be responsible for cost of repair. In the event the responsible Prime Contractor cannot be identified, the cost of repair will be prorated on a man hour basis to those Prime Contractors reasonably considered to be in the area of the damage.

12. Protect all existing structures, equipment, trees, landscaping, etc., to remain.

13. Dust control to prevent nuisance and hazard.

14. Cleaning streets of mud, dirt and debris (Refer to “Temporary Facilities” section) is the responsibility of each contractor (or sub-contractor/suppliers to said contractor) whose work has caused the mess.

Daily or more frequent sweeping may be required

15. Daily clean-up shall include broom cleaning and removal of identifiable debris and rubbish to the on-site dumpster. (Refer to “Temporary Facilities” section for specific construction cleaning and cleaning of Work in place).

16. Each Prime Contractor will be responsible for removal and disposal of their own construction debris.

CM will provide dumpsters, with the exception of roofing.

17. Each Prime Contractor will be responsible for the necessary minor demolition required for their scope of work.

18. Each Prime Contractor will be responsible for their own generator electrical power as needed to perform the Work of their respective work category.

19. Minor pumping of water required to perform the Work. Site-work is responsible for any required large-scale dewatering.

20. Temporary utilities as needed to perform the Work (Refer to “Temporary Facilities” section for specific temporary utility information).

21. Cutting, coring, patching and penetrations of any structural, architectural, mechanical and electrical materials required to complete the Work unless noted otherwise (Refer to “Cutting and Patching” specification section for specific cutting and patching requirements).

Section 004126 - Page 3 of 37

22. Prime Contractor to provide a representative with knowledge of the project scope and timelines for attendance at each weekly contractor progress meeting, scheduled by Construction Manager, upon commencement of the project and throughout the duration of construction. Any absence, unless excused with the Construction Manager 48 hours in advance, will be subject to a $200 cost per instance.

23. Prime Contractor is required to perform weekly toolbox talk safety meetings and submit signed verification to CM.

24. Each Prime Contractor welding, cutting or performing any Work which gas has potential to result in a fire, shall provide approved fire extinguishing apparatus in the immediate area.

25. Prime Contractor shall be responsible for attic stock per the contract documents. Coordinate delivery with CM/Owner.

26. Use of tobacco products, including vapes, will not be allowed on the school district’s property, including adjacent property.

27. Where direction is given by the Engineer/Architects in their specifications or on the drawings that conflict with the scopes of work, the most stringent performing shall supersede at the discretion of the Construction Manager, Owner and/or Architect.

28. All warrantees and guarantees will start at substantial completion of the entire project. In the event items need correction after the Substantial Completion Date, the Warranty for that item shall begin again from the date corrections were made.

Section 004126 - Page 4 of 37

WORK CATEGORY 04-01 MASONRY

GENERAL – The following shall not be interpreted as a complete itemization of the work to be performed under this Work Category. This Work Category Prime Contractor will be responsible to perform all work reasonably interpreted to be included in its scope of work in accordance with the drawings, sketches, any additional information, specifications, base specifications, and intent, with and/or in addition to the following Work Category Notes of clarification.

REFERENCE SPECIFICATION – (Include portions of the Work specified as noted below relevant to the intent of your work category)

079200 JOINT SEALANTS

081113 HOLLOW METAL DOORS AND FRAMES

INCLUDE ALL BASE SPECIFICATIONS LISTED BELOW – (Include all Work specified or reasonably inferred). Include all Division 1 Requirements.

BASE SPECIFICATIONS:

042000 UNIT MASONRY

071113 BITUMINOUS DAMPPROOFING

072100 THERMAL INSULATION

076200 SHEET METAL FLASHING AND TRIM

078400 FIRESTOPPING

WORK CATEGORY 04-01 NOTES - Include (Provide and Install):

1. Coordinate, achieve, verify and provide evidence of utility shut offs and/or disconnects, MISS DIG contact clearance before any excavation or demolition begins.

2. MIOSHA/OSHA Approved Company Safety Plan must be submitted before work commences.

3. Pre-Task specific safety coordination required. Written confirmation must be submitted/obtained via the onsite project team and owner prior to performing each task to include but not limited to hot work permits, traffic controls management, hoisting plans, utility shutdowns, etc.

4. Each Prime Contractor welding, cutting or performing any Work which gas has potential to result in a fire, shall provide approved fire extinguishing apparatus in the immediate area.

5. Dust control for the duration of the work of this work category.

6. Minor demolition for completion of this work scope. Mass demolition is by others.

7. Provide all necessary submittals in a timely manner to allow for Architect/Engineer review and approval, and any corrections to be made prior to fabrication without impacting the construction schedule.

8. Provide full-time on-site supervision by superintendent whenever any masonry personnel or masonry subcontractor’s personnel are on site. The superintendent shall participate in all coordination and safety meetings. They shall be on-site whenever the masonry contractor and any tier subcontractor are performing work to ensure quality workmanship, schedule compliance, and proper safety and shall be on-site during final inspections.

9. Provide solid grouting and dry packing at any new bearing locations and as indicated on the plans to achieve appropriate bearing.

10. Protect exposed floors from mortar and other damage. Clean floors upon completion of the Work or more frequently as required.

11. Review special conditions (e.g. joining of dissimilar masonry and other materials, etc.) with the Owner and Architect prior to beginning the Work.

12. Coordinate location of masonry weeps with the Work of other Entities.

13. Furnish and install masonry wall flashings including thru-wall and counterflashing, reglets and other accessories for a complete installation. Do not cover flashings prior to inspection by Owner and/or Architect.

14. Protect and prevent wall cavities from mortar build up. Maintain cavity and weep system clean for proper drainage.

Section 004126 - Page 5 of 37

15. Miscellaneous clips, angles, reinforcing steel, etc., to attach the Work of this work category to the Work of others.

16. Furnish and install all new masonry including CMU and brick, any insulation and through wall flashings as shown in the construction documents. Provide all reinforcing steel required and indicated in the drawings to tie new walls into existing concrete slab.

17. Install steel lintels and header beams at openings and as indicated and specified. Steel lintels provided by others. Include metal lintel flashing with drip at typical head details.

18. Furnish and install structural masonry lintels.

19. Furnish and install 2 hour expansion joint between masonry materials.

20. Furnish and install all bituminous damp proofing as shown and specified.

21. Provide masonry cavity materials as shown and specified (e.g. pea gravel, sand, insulation

(spray, rigid, and/or batt), etc.).

22. Coordinate setting of door frames in masonry by others.