GCI Expansion - Addendum No. 02 - 10.02.2026.pdf

Addendum No. 2

10/2/2026

ADDENDUM NO. 2

PROJECT: Genesee ISD GCI Addition

DESCRIPTION: GCI Addition

BID PACKAGE RELEASE NUMBER: Bid Release #1

CLARK PROJECT NO: #26-3013

BID PROPOSAL DUE DATE/TIME: 1:50 P.M., Thursday, October 15, 2026

Hard copy submission only, no electronically submitted bids on building connected will be considered

The following clarifications and/or Changes made to the Contract Documents are hereby made part of the Contract Documents.

The general character of the Work clarified or revised by this Addendum shall be the same as required by the complete set of Contract Documents. All incidentals required in connection with the Work of this Addendum shall be included in the Scope of Work even though not specifically specified.

All bidders shall be held responsible to review the Addendum and to include in its Bid Proposal all Work reasonably inferred to be included in its Scope of Work.

Acknowledge receipt of this Addendum in the space provided on the Bid Proposal Form.

1) Division 00 – Bidding and Contract Requirement Modifications

a) SECTION 001100 – K12 ADVERTISEMENT – INVITATION FOR BIDS

i) Reissued to revise time of Bids Due (1:50 PM) and time of Bid Opening (2:00 PM)

b) SECTION 002416 – Bid Cat. 03A Concrete

i) Clarify inclusion of sheet waterproofing in this bid category

c) SECTION 002416 – Bid Cat. 04A Masonry

i) Clarify inclusion of expansion joint assemblies

d) SECTION 002416 – Bid Cat. 05A Structural Steel

i) Clarified handrail inclusion

e) SECTION 002416 – Bid Cat. 26A Electrical

i) Clarified contractor installed owner supplied equipment i.e. TVs

f) SECTION 002416 – Bid Cat. 31A Earthwork & Utilities

i) Clarify inclusion of pump station

g) SECTION 004126 – BID FORM

Addendum No. 2

i) Revised addenda acknowledgements to clarify that addendum 01 was issued with original bid documents and is non-applicable in the acknowledgements.

2) Pre-Bid RFI Responses

a) RFI 0002 – GCI – ADA Compliant Handrail for Egress

b) RFI 0004 – GCI – Pump Station Information

c) RFI 0005 – GCI – Roof Accessories Specification

d) RFI 0006 – GCI – Existing Flooring Type in Unit 600

e) RFI 0007 – GCI – Exit Signs for Permanent Egress Door

f) RFI 0008 – GCI – Owner Installed Curtains and Track

g) RFI 0009 – GCI – Door Type 801A

h) RFI 0010 – GCI – Room Signage by Owner Clarification

i) RFI 0011 – GCI – Wiring Connection Specification

j) RFI 0013 – GCI – Owner Provided Equipment

k) RFI 0014 – GCI – Soffit Panel Gauge Discrepancy

l) RFI 0015 – GCI – 07B Scope Clarification and Metal Panel Details

m) RFI 0017 – GCI – 012973 Schedule of Values Clarifications

n) RFI 0018 – GCI – 012500 Substitution Procedures

o) RFI 0019 – GCI – Finish Schedule

p) RFI 0020 – GCI – Existing Building Fire Protection As-Builts

q) RFI 0022 – GCI – Roofing Alternate

r) RFI 0023 – GCI – Steel Certifications

001100-1

Section 001100-Advertisement/Invitation for Bids, DECEMBER 2024

SECTION 001100

ADVERTISEMENT / INVITATION FOR BIDS

ADDENDUM No. 2

PROJECT: GCI Expansion

CLARK PROJECT NO.: 26-3013

BID RELEASE NO.: Bid Release #1

DESCRIPTION: GCI Expansion

OWNER: Genesee Intermediate School District

2413 Maple Rd

Flint, MI 48507ARCHITECT:

CONSTRUCTION MANAGER: Clark Construction Company

3535 Moores River Drive

Lansing, MI 48911

PROJECT MANAGER: Morgan Thelen

TELEPHONE: (989) 858-3829

1. PRE-BID CONFERENCE

1.1. A pre-Bid conference will be held at 3:00 pm, October 5th, 2026, at 5081 Torrey

Rd, Flint, MI 48507.

2. BID DUE DATE/LOCATION

2.1. Lump sum sealed Bids will be received at the office of:

Genesee Intermediate School District 2413 Maple Rd

Flint, MI 48507

2.2. Bids must be delivered not later than 1:50 PM Thursday October 15, 2026

2.3. The front of the sealed bid envelope shall be clearly labeled as follows.

Genesee Intermediate School District

2413 Maple Rd

Flint, MI 48507

Attention: Britt Patterson

Bid for: GCI Expansion

Bid Category: Insert Bid Category Number and Description

001100-2

ADDENDUM No. 2

3. BID CATEGORIES

03A – Concrete & Foundations 04A – Masonry

05A – Structural Steel 06A – Rough and Finish Carpentry &

General Trades 07A – Roofing 07B – Metal Wall Panels & Siding

08A – Entrances and Storefronts, Windows, Glass & Glazing

09A – Metal Studs, Gypboard &

Acoustical Ceilings 09B – Painting & Wall Coverings 09C – Flooring

21A – Fire Protection 23A –HVAC & Plumbing

26A – Electrical 31A – Sitework, Utilities, Landscaping &

Asphalt Paving

4. BID DOCUMENT AVAILABILITY

4.1. Bid Documents, drawings and specifications will be available at 5:00pm September

28, 2026 at the following location(s):

BuildingConnected (buildingconnected.com)

4.2. Bid Documents will also be made available for review at the following locations:

• Dodge Reports – Southfield, MI

• Builder’s Exchange – Lansing, MI

• Construction Association of Michigan (CAM)

5. BID PROPOSAL REQUIREMENTS

5.1. The Board of Education will not consider or accept a Bid received by the Board after the Due Date for receipt of Bids.

5.2. No oral, fax or emailed Bids shall be submitted.

5.3. Each Bid must 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 Owner under the terms stated in the Bid Documents. Bid Bonds shall be issued by a bonding company meeting the requirements as described in Section 006113

Performance and Payment Bond. Bid security may also be in the form of certified check made out to the School District.

5.4. All Bidders shall provide a familial disclosure in compliance with MCL 380.1267 and attach this information to the Bid. The Bid shall be accompanied by a sworn

001100-3

ADDENDUM No. 2 and notarized statement disclosing any familial relationship that exists between the owner or any employee of the Bidder and any member of the Board of Education of the School District, or the Superintendent of the school district. The Board of

Education of the School District will not consider a Bid that does not include this sworn and notarized statement.

5.5. Each Bid must be accompanied by a sworn and notarized statement certifying that the Bidder is not an “Iran linked business” within the meaning of the Iran

Economic Sanctions Act.

5.6. School District Board of Education reserves the right to accept or reject any and all

Bids, either in whole or in part, to waive any informalities or irregularities therein, or to award the contract to other than the Bidder(s) submitting the best financial

Bid (low Bidder), in its sole and absolute discretion.

5.7. All questions during the bidding period shall be referred to Clark Construction

Company:

CONTACT: Nick Cadwell

TELEPHONE: (517) 712 - 0683

EMAIL: ncadwell@clarkcc.com

5.8. Bids will be opened publicly and read aloud at 2:00 PM, Thursday October 15, 2026 at Genesee Intermediate School District (2413 Maple Rd, Flint, MI 48507).

No immediate decision will be rendered. A Microsoft Teams Link is also available to join the bid opening remotely.

Microsoft Teams meeting

Join: https://teams.microsoft.com/meet/223510538252584?p=SDwpFBazs18uepnPES

Meeting ID: 223 510 538 252 584

Passcode: yu9pP7Zm

Need help? | System reference

Dial in by phone

+1 248-244-1035,,849050716# United States, Troy

Find a local number

Phone conference ID: 849 050 716#

For organizers: Meeting options | Reset dial-in PIN

END OF SECTION

mailto:ncadwell@clarkcc.com https://teams.microsoft.com/meet/223510538252584?p=SDwpFBazs18uepnPES

002416-1 Section 002416-Scope of Work-Bid Category Specific Notes, Bid Category 3X-Building Foundations JUNE 2026

SECTION 002416

SCOPE OF WORK

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 02

BID CATEGORY 03A - Concrete & Building Foundations

GENERAL – The following shall not be interpreted as a complete itemization of the work to be performed under this Bid Category. This Bid Category Trade Contractor shall be responsible for performing all work reasonably interpreted to be included in its scope of work in accordance with the drawings and specifications in addition to these Bid

Category notes of clarification.

BASE SPECIFICATION(S) – (Include all Work specified or reasonably inferred.)

002413 – SCOPE OF WORK GENERAL NOTES

Divisions 00 & 01

014516.01 – CONCRETE TESTING

033000 – CAST-IN-PLACE CONCRETE

321300 – CONCRETE CURB AND GUTTER, SIDEWALK, AND MISC PAVEMENT

071300 – SHEET WATERPROOFING

REFERENCE SPECIFICATION(S) – (Include portions of the Work specified as noted below)

015000 – TEMPORARY FACILITIES AND CONTROLS

014000 – AIR BARRIER SYSTEM REQUIREMENTS

014516.02 – DENSITY AND AGGREGATE TESTING

014533 – CODE-REQUIRED SPECIAL INSTRUCTIONS

017123.16 – CONSTRUCTION STAKING BY CONTRACTOR

051200 – STRUCTURAL STEEL FRAMING

071300 – SHEET WATERPROOFING

072100 – THERMAL INSULATION

072500 – WEATHER BARRIERS

076500 – FLEXIBLE FLASHING

079200 – JOINT SEALANTS

321116 – GRANULAR SUBBASE

321123 – AGGREGATE BASE COURSES

312301 – EXCAVATING, FILLING, AND GRADING

Include (Furnish and Install unless.noted.otherwise (u.n.o.)

1. All work under this contract shall be done in a safe manner and comply with the

O.S.H.A and M.I.O.S.H.A requirements as well as Clark Construction Company’s safety program.

2. Contractor Supervisor/Foreman must attend weekly meetings held by Clark

Construction Superintendents

002416-2

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 02

3. Furnish and install all labor, materials, and equipment necessary to provide all work as shown on the drawings and in the specifications for this bid package. All work to be per the plans and specifications and as required by Code.

4. Pumping of water to accomplish the Work of this bid category.

5. Maintain streets and public areas free of dirt, mud and debris. Daily or more frequent road sweeping as required when debris is tracked onto roads.

6. Determine location of existing underground utilities prior to any excavation work.

Contact MISS DIG a minimum of 3 days in advance of any excavation work, more than 3 days if required to allow adequate time for MISS DIG to mark underground utilities as required to meet excavation work schedules. Submit verification of MISS DIG work order to Clark Construction Company. Hand dig as necessary to avoid contact with underground utilities.

7. Determine location of existing underground utilities prior to any excavation work outside of the responsibility of MISS DIG for marking including fiber optic lines and other non-public utilities.

8. Contract GPRS services or hand dig to locate and expose privately owned utilities shown on the drawings.

9. Verify and accept building pad elevation and subbase elevations prior to performing the Work. Report discrepancies to Clark Construction Company in writing.

10. Verify existing grade prior to performing the Work. Report discrepancies to Clark

Construction Company in writing.

11. Receive, unload, store, layout and install miscellaneous steel fabrications furnished by others (e.g. imbed angles, anchor bolts, bearing and leveling plates, wall plates, etc.). Include grouting as required.

12. Maintain streets and public areas free of dirt, mud and debris. Daily or more frequent road sweeping as required when debris is tracked onto roads.

13. Coordinate and cooperate with the project Independent Testing and Inspection

Company for inspection and/or testing of the Work.

14. Pumping water required to accomplish the Work of this bid category.

15. Contractor is responsible for all control points to perform the work of this bid category. Benchmarks are located on the drawings.

16. Contractor is responsible for all excavations and backfill for footings and foundations.

17. Contractor to leave top of foundations clean for next trade contractor to begin work.

18. Restore grade to conditions that existed prior to performing the Work.

19. Reinforcing steel associated with the Work of this bid category includes reinforcing dowels as required for masonry.

20. Coordinate dowel location requirements with other Trades.

21. Concrete forms and accessories as required to complete the work of this bid category.

002416-3

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 02

22. Finished concrete flatwork shall have positive drainage over the entire surface as required.

23. Clean reinforcing of loose or flaking rust, dried concrete, oil, and other foreign material that may reduce the bond between the reinforcing and the concrete.

24. Openings, pockets, box outs, etc. Coordinate required location and dimensions with other Trades.

25. Install sleeves furnished by others. Coordinate required location with other

Trades.

26. Cooperate in verification of correct anchor bolt and other embed placement with other Trades. Make corrections as needed in a timely manner to meet the project schedule.

27. Protect anchor bolt threads with grease or other approved means.

28. Install and grout (at required elevations) structural steel leveling plates furnished by others.

29. All cast-in-place concrete and concrete paving shown in the bid documents including but not limited to flatwork, foundations, stoops, bollards, concrete curbs and curb edging, etc.

30. Complete bollard assembly including excavation and proper removal of spoils, steel pipe and bollard covers.

31. Locate on site where and remove from site all concrete wash out as directed by

Clark Construction Company.

32. Protection of adjacent materials and surrounding surfaces. Clean and restore material affected by concrete splatter.

33. Provide certification to Clark Construction Company that structural concrete to receive structural steel has achieved 75% of design strength at each location prior to erection of structural steel at that location.

34. Vapor barrier below slab on grade is the responsibility of this bid category.

35. Rigid insulation below slab on grade and at perimeter of foundation.

36. Waterproofing applied to below-grade concrete.

37. Floor expansion joints.

38. All joint sealants associated with the work of this bid category.

39. Install appropriate backer rod in joints as needed.

40. All concrete work shall meet American Concrete Institute (ACI) standards. Prior to performing concrete flatwork, submit for acceptance by the Architect/Engineer, a concrete joint layout plan of all isolation, construction and contraction joints.

The joint layout plan shall at a minimum meet ACI standards. Review and approval will be required prior to performing work.

41. Coordinate adjustment of all storm catch basins, manhole covers, and valve boxes, etc. with other Trades prior to performing the Work of this bid category.

42. Finished concrete flatwork shall have positive drainage over the entire surface as required.

43. All equipment and housekeeping pads are the responsibility of this contractor.

Coordinate exact size and location with other trades.

002416-4

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 02

44. Weather protection as required to meet the project schedule.

45. Fine grading of aggregate/granular base material is the responsibility of this bid category.

46. Verify existing grade prior to performing the Work. Report discrepancies to

Clark Construction Company in writing.

47. Warranty and guarantee start date shall be the project Substantial Completion date.

48. This bid category shall establish and maintain, local control points for building layout for footing and foundation work.

49. Furnish and install exterior steel bollards including vinyl covers as indicated in the documents.

Exclude:

1. Sealing of Concrete Floors

Section 002416-Scope of Work-Bid Category Specific Notes

Bid Category 4X-Masonry JUNE 2026

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 02

BID CATEGORY 04A - Masonry

GENERAL – The following shall not be interpreted as a complete itemization of the work to be performed under this Bid Category. This Bid Category Trade Contractor shall be responsible to perform all work reasonably interpreted to be included in its scope of work in accordance with the drawings and specifications in addition to these Bid

BASE SPECIFICATION(S) – (Include all Work specified or reasonably inferred)

042000 – UNIT MASONRY

044316 – STONE FABRICATIONS

072119 – FOAMED-IN-PLACE INSULATION

072500 – WEATHER BARRIER

076500 – FLEXIBLE FLASHING

014000 – AIR BARRIER SYSTEM REQUIREMENTS

014533 – CODE-REQUIRED SPECIAL INSTRUCTIONS

017123.16 – CONSTRUCTION STAKING BY CONTRACTOR

071300 – SHEET WATERPROOFING

051200 – STRUCTURAL STEEL FRAMING

052100 – STEEL JOIST FRAMING

072100 – THERMAL INSULATION

072500 – WEATHER BARRIER

076200 – SHEET METAL FLASHING AND TRIM

078413 – FIRESTOPPING

079200 – JOINT SEALANTS

079513 – EXPANSION JOINT COVER ASSEMBLIES

083100 – ACCESS DOORS & PANELS

104413 – FIRE PROTECTION SPECIALTIES

Include (Furnish and Install unless.noted.otherwise (u.n.o):

safety program.

2. Contractor Supervisor/Foreman must attend weekly meetings held by Clark

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 02

Construction Superintendents

3. Furnish and install all labor, materials, and equipment necessary to provide all work as shown on the drawings and in the specifications for this bid package. All work to be per the plans and specifications and as required by Code.

4. Pumping of water to accomplish the Work of this bid category.

5. Maintain streets and public areas free of dirt, mud and debris. Daily or more frequent road sweeping as required when debris is tracked onto roads.

6. Receive, unload, store, layout and install metal fabrications to be imbedded in masonry walls. Coordinate location with other Trades.

7. Miscellaneous clips, angles, etc., to attach the Work of this bid category to the

Work of others.

8. Install loose lintels furnished by others.

9. Provide and install stone sills.

10. Coordinate dowel location requirements with other Trades.

11. Clean footings of dirt and/or mud prior to performing the Work.

12. Reinforcing and other accessories (e.g., ties, anchors, drainage weeps, etc.).

13. Coordinate location of masonry weeps with the Work of other Trades.

14. Flashings including thru-wall and counterflashing, reglets and other accessories for a complete installation. Do not cover flashings prior to inspection by Clark

Construction Company.

15. Protect wall cavities from mortar buildup. Maintain cavity and weep system clean for proper drainage.

16. Protect floors from mortar and other damage. Clean floors upon completion of the

Work or more frequently as required.

17. Control joints in accordance with the Documents and as required to meet quality masonry practice. Review Control joint layout with Clark Construction Company and the Architect prior to performing the Work.

18. Review special conditions (e.g., joining of dissimilar masonry and other materials, etc.) with Clark Construction Company and the Architect prior to beginning the

Work.

19. Reinforcing steel and grouting associated with the Work of this bid category.

20. Smoke and fire stopping as required. Include top of wall fire rated wall labeling.

21. Construct box outs as required. Coordinate required location and dimensions with other Trades.

22. Install sleeves furnished by others. Coordinate required location with other

Trades.

23. Coordinate setting of door frames in masonry by others. Confirm and maintain correct positioning while performing and upon completion of the Work of this bid category.

24. Coordinate opening sizes with other Trades for access doors and panels in cmu walls.

25. Grout hollow metal frames as required.

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 02

26. Expansion joints as part of masonry wall assembly is the responsibility of this bid category.

27. Expansion joint cover assemblies directly attached to masonry walls is the responsibility of this bid category.

28. Temporary shoring and bracing as required.

29. Coordinate window, door, and other opening dimensions with other Trades.

Construct opening dimensions within tolerances provided by others to allow for ordering and manufacturing of window systems, doors, and other material prior to masonry installation.

30. Coordinate openings for access doors and panels in masonry walls installed by others

31. Coordinate openings for fire protection specialties in masonry walls installed by others.

32. Insulation directly applied and attached to masonry.

33. Vapor barrier directly applied and attached to masonry.

34. Masonry cavity insulation.

35. Masonry cavity materials as specified (e.g., pea gravel, sand, drainage mesh etc.).

36. All flashings and counter flashings directly attached to masonry, within masonry cavity, and at base of masonry walls are the responsibility of this bid category.

37. Masonry bond beams including reinforcing steel and grouting as required.

38. Pre-cast stone.

39. Sealants associated with the Work of this bid category.

40. Restore grade to condition that existed prior to performing the Work upon completion of masonry in a given area.

41. Special brick shapes (i.e. lip brick, circular, corner etc.) as required.

42. Cleaning and sealing of masonry.

43. Installation of sound attenuating material at voids at top of masonry and other openings as required.

44. Waterproofing and dampproofing associated with the Work of this bid category.

45. Masonry “toothing” required at new openings in existing walls. Reuse old brick when possible.

46. Deliver, unload and place in storage specified maintenance materials when and where as directed by Clark Construction Company.

47. Warranty and guarantee start date shall be the project Substantial Completion date.

48. Removal, salvage, cleaning of all exterior masonry at existing building to be reused is the responsibility of this trade category.

49. Any necessary winter conditions in order to start masonry work per the issued construction schedule.

50. Furnish and install expansion joint cover assemblies including batt insulation for areas contained within masonry wall systems.

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 02

Bid Category 5X-Structural Steel JUNE 2026

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 02

BID CATEGORY 05A - Structural Steel

GENERAL – The following shall not be interpreted as a complete itemization of the work to be performed under this Bid Category. This Bid Category Trade Contractor shall be responsible for performing all work reasonably interpreted to be included in its scope of work in accordance with the drawings and specifications in addition to these Bid

BASE SPECIFICATION(S) – (Include all Work specified or reasonably inferred)

051200 – STRUCTURAL STEEL FRAMING

052100 – STEEL JOIST FRAMING

053100 – STEEL DECKING

055133 – METAL LADDERS

055214 – RAILING AND HANDRAIL

014533 – CODE-REQUIRED SPECIAL INSPECTIONS

017123.16 – CONSTRUCTION STAKING BY CONTRACTOR

033000 – CAST-IN-PLACE CONCRETE

042000 – UNIT MASONRY

Include (Furnish and Install unless noted otherwise (u.n.o.)

safety program.

2. Contractor Supervisor/Foreman must attend weekly meetings held by Clark

Construction Superintendents

3. Furnish and install all labor, materials, and equipment necessary to provide all work as shown on the drawings and in the specifications for this bid package. All work to be per the plans and specifications and as required by Code.

4. Pumping of water to accomplish the Work of this bid category.

5. Maintain streets and public areas free of dirt, mud and debris. Daily or more frequent road sweeping as required when debris is tracked onto roads.

6. Furnish required shop drawings in a timely manner to allow for adequate review time by Clark Construction Company and the Architect to meet requirements of the project schedule. Anchor bolt plans and embed setting plans shall be

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 02

submitted as not to delay the project schedule and not later than three weeks following award of Contract or Notice to Proceed.

7. Engineered shop drawings for structural framing. Drawings must include a valid engineers stamp acceptable to the authorities having jurisdiction.

8. Coordinate with the Mechanical Contractor and other Trades requiring openings and support framing in the structural steel for the HVAC units and other material and equipment.

9. Review steel erection tolerance requirements (e.g., plumb-ness, alignment, etc.) of materials and Work of other Trades impacted by the Work of this bid category.

Perform the Work to the most stringent tolerance standard; the Work of this bid category or requirements of Trades impacted by the Work of this bid category.

10. Furnish shop drawings for use by other Trades for installation of embedded items furnished by this bid category. Coordinate shop drawings with other Trades.

11. All welders shall be certified for the welding Work they will be performing. Each welder’s certificate shall be submitted prior to performing the Work.

12. Deliver and unload items to be embedded by others in concrete and/or masonry

(e.g., anchor bolts, leveling plates, etc.) in a timely manner to meet the project schedule. Coordinate installation location with installing Trade Contractor.

13. Verify layout of embedded bolts, plates, etc. in advance of arriving on site to erect structural steel to allow adequate time for corrections to be made so as not to delay the project schedule. Immediately report discrepancies to Clark

Construction Company in writing.

14. Hoisting equipment support mats required to complete the Work of this bid category.

15. Provide generator, electrical power as needed to perform the Work of this bid category.

16. Closures, bent plates, channels, angles, edge angles, tube steel, clips, etc.

17. OSHA approved double safety cable system (or more stringent cable system if required by authorities having jurisdiction) at all edges and openings as Work progresses. Stanchion location shall be inboard of concrete pour stops.

Turnbuckle tensioning system shall be utilized as required for access areas.

Include required maintenance while on the project site. Remove steel cable later as directed by Clark Construction Company.

18. Remove temporary shoring and bracing associated with the Work of this bid category. Schedule removal to assure safety.

19. Removal of rust, scale, and slag from steel in areas to be exposed or to receive paint, etc.

20. Prime painting except in locations where it will inhibit the quality of Work by other Trades (e.g., steel embedded in concrete, steel to receive fireproofing, galvanizing, etc.).

21. Clean dirt and mud from all materials following erection.

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 02

22. Structural steel left exposed must have an acceptable smooth finish free of burrs, weld bubbling, etc.

23. Remove excess materials from the site in a timely manner as directed by Clark

Construction Company.

24. Trade Contractor representatives involved in the Work of this bid category including project manager, detailer, fabricator, erector, safety representative, etc.

shall attend a “Structural Steel Start-Up Meeting”.

25. Obtain special permits required to complete the Work of this bid category including permits required for transporting of material.

26. Install roof drain sump pans furnished by others.

27. Remove slag from roof deck welds and paint with approved paint.

28. Angles and/or other metal deck support steel at column deck penetrations.

29. Snow and ice removal.

30. Maintain streets and public areas free of dirt, mud and debris. Daily or more frequent road sweeping as required when debris is tracked onto road

31. Deliver, unload and place in storage specified maintenance materials when and where as directed by Clark Construction Company.

32. Warranty and guarantee start date shall be the project Substantial Completion date.

33. Furnish and install ADA compliant handrail at construction phase egress area as indicated on drawing C1.2.

a. Reference Prebid RFI 0002 for additional information released in addendum 02

Exclude:

1. Exterior bollards/covers

Health and Safety Special Requirements:

1. Steel Erector’s Qualified Person shall develop a detailed erection plan in accordance with OSHA 1926, Subpart R, Appendix A. The erection plan shall be reviewed with Clark Construction Company Project Superintendent.

Changes in the erection plan shall be approved by the Erector’s Qualified

Person

The steel erection plan shall be maintained at the project site and a copy provided to Clark Construction Company’s Project Superintendent.

2. Steel erection shall not start prior to written conformation from Clark

Construction Company that concrete associated with steel erection has attained

75% of the minimum intended compressive strength or sufficient strength to support the loads imposed during steel erection. Refer to MIOSHA Part 26 requirements.

3. Submit structural steel bracing plan to Clark Construction Company prior to start of erection of structural steel.

Bid Category 26A-Electrical JUNE 2026

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 2

BID CATEGORY 26A - Electrical

GENERAL – The following shall not be interpreted as a complete itemization of the work to be performed under this Bid Category. This Bid Category Trade Contractor shall be responsible to perform all work reasonably interpreted to be included in its scope of

BASE SPECIFICATION(S) - (Include all Work specified or reasonably inferred)

26 00 05 – SES BASIC ELECTRICAL REQUIREMENTS

26 05 26 – GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 – HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33.13 – CONDUIT FOR ELECTRICAL SYSTEMS

26 05 33.16 – BOXES FOR ELECTRICAL SYSTEMS

26 05 33.23 – SURFACE RACEWAYS FOR ELECTRICAL SYSTEMS

26 05 36 – CABLE TRAYS FOR ELECTRICAL SYSTEMS

26 05 53 – IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 – POWER SYSTEMS STUDIES

26 09 23 – LIGHTING CONTROL DEVICES

26 22 00 – LOW-VOLTAGE TRANSFORMERS

26 24 16 – PANELBOARDS

26 27 26 – WIRING DEVICES

26 28 13 – FUSES

26 28 16.16 – ENCLOSED SWITCHES

26 43 00 – SURGE PROTECTIVE DEVICES

26 51 00 – INTERIOR LIGHTING

26 56 00 – EXTERIOR LIGHTING

28 46 00 – FIRE DETECTION AND ALARM

REFERENCE SPECIFICATION(S) - (Include portions of the Work specified as noted

014100 – AIR BARRIER SYSTEM REQUIREMENTS

014533 – CODE-REQUIRED SPECIAL INSPECTIONS

26 05 05 – SELECTIVE DEMOLITION FOR ELECTRICAL

033000 – CAST-IN-PLACE CONCRETE

078400 – FIRESTOPPING

079200 – JOINT SEALANTS

083100 – ACCESS DOORS AND PANELS

ADDENDUM NO. 2

087100 – DOOR HARDWARE

312301 – EXCAVATION, FILLING, AND GRADING

312302 – EXCAVATION AND BACKFILLING FOR UTILITY CONSTRUCTION

313219 – GEOTEXTILE FABRIC

321116 – GRANULAR SUBBASE

321123 – AGGREGATE BASE COURSES

321500 – AGGREGATE SURFACING

Include (Furnish and Install u.n.o):

safety program.

2. Contractor Supervisor/Foreman must attend weekly meetings held by Clark

Construction Superintendents

3. Furnish and install all labor, materials, and equipment necessary to provide all work as shown on the drawings and in the specifications for this bid package. All work to be per the plans and specifications and as required by Code.

4. Obtain permits required to complete the Work of this bid category.

5. MEP Contractors are required to submit MEP Cost Breakdown as a start-up submittal for approval.

6. Coordinate design of system material and equipment routing with other Trade

Contractors as required to avoid conflicts.

a. This Trade Contractor shall develop shop drawings equal to scale as that to be used by other Trade Contractors in which conflicts have potential to occur. Drawing scale shall be coordinated prior to start of shop drawings.

b. Shop drawings shall be extensively and thoroughly coordinated with each Trade Contractor with which conflicts have potential to occur to the extent required to eliminate conflicts prior to fabrication and installation.

c. Conflicts encountered during fabrication and installation which could have been foreseen through a more extensive coordination effort shall be corrected by this bid category.

d. All costs for modifications which are a result of conflicts with items noted in the Contract Documents shall be born by this bid category.

e. In the event of conflict with items indicated in shop drawings of other

Trade Contractors and not in the Contract Documents, the cost shall be shared equally by the Trade Contractors involved.

7. Coordinate openings required to accommodate installation of equipment prior to enclosure of spaces by other Trades.

8. Hangers, supports, unistrut or misc. steel required for a complete installation.

9. Equipment support structures as required.

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 2

10. Furnish only, for installation by others, access panels as required for this Work but not indicated in the documents. Confirm type of panel required with Clark

Construction Company prior to ordering.

11. Concrete housekeeping pads for electrical equipment required and not indicated in the documents.

12. Fire stopping of penetrations associated with the Work of this bid category.

13. Excavation, backfill and compaction associated with the Work of this bid category.

14. Warning tape in trenches above conduit and wire.

15. Restore grade to condition that existed prior to start of the Work.

16. Furnish sleeves as needed and not indicated in the Documents for installation by others. Provide layout and assistance with placement.

17. Cut/Cap/Make safe for electrical demo as required.

18. Coring as required to perform the Work of this bid category.

19. Firestopping of penetrations associated with the Work of this bid category.

20. Seal all penetrations through roof, walls & floors.

21. Provide and install door position switches as required for doors.

22. Complete wiring for door hardware provided by others.

23. Perform final hook up of equipment furnished by Owner and others. Coordinate rough in location with equipment supplier and Clark Construction Company.

24. Electrical Work associated with fire protection system equipment (e.g. tamper and flow switches, etc.) installed by Fire Protection Contractor.

25. Electrical identification and labeling.

26. Obtain permits required to complete the work of this bid category.

27. Electrical work as described in specification section 015000 “Temporary

Facilities and controls”

28. Electrical connections for temporary heat

29. Site electrical work is the responsibility of this contractor.

30. Site lighting including light pole bases.

31. Include directional drilling under service road behind the Davis Building for power feeds to the sanitary force main pump station.

32. Backfill material for underground utilities under concrete and asphalt shall match road sections in the civil documents.

33. Fire Alarm system. Coordinate tie in requirements with other trades.

34. Provide and install duct detectors as required.

35. Remove spoils from the site and backfill in accordance with the plans and specifications requirements.

36. Furnish and install starters and disconnects for equipment by others as indicated in the documents.

37. Install variable speed drives furnished by others including conduit and wiring.

38. Install TVs and brackets provided by Owner. Coordinate required in-wall backing with other trades.

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 2

39. Train Owner’s representative(s) on proper start-up, operation and maintenance of all mechanical systems. Provide video recording of training for Owner.

40. Include any patching needed.

41. Deliver, unload and place in storage specified maintenance materials when and where as directed by Clark Construction Company.

42. Warranty and guarantee start date shall be the project Substantial Completion date.

43. This trade shall include work for the construction phase egress plan shown on drawing A0.3 Include revised lighting layout with battery back up emergency lights, exit signs and additional horn strobe fire alarm devices for code compliance. This trade shall include rework of the egress corridor to return to previous condition at the end of the project.

44. All utility shut downs and tie ins must be completed on 2nd shift/weekend work with approval from Clark Construction Company and Owner in advance.

Bid Category 31-Mass Grading JUNE 2026

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 2

BID CATEGORY 31A - Sitework, Utilities, Landscaping & Asphalt Paving

GENERAL – The following shall not be interpreted as a complete itemization of the work to be performed under this Bid Category. This Bid Category Trade Contractor shall be responsible to perform all work reasonably interpreted to be included in its scope of

BASE SPECIFICATION - (Include all Work specified or reasonably inferred)

00 24 13 – SCOPE OF WORK GENERAL NOTES

014126 – PERMIT REQUIREMENTS

014516.02 – DENSITY AND AGGREGATE TESTING

015726 – DUST CONTROL

0017123.16 – CONSTRTUCTION STAKING BY CONTRACTOR

024113.13 – PAVEMENT REMOVAL

311001 – CLEARING AND REMOVAL OF MISCELLANEOUS STRUCTURES

312301 – EXCAVATING, FILLING, AND GRADING

312302 – EXCAVATING AND BACKFILLING FOR UTILITY CONSTRUCTION

312500 – SOIL EROSION AND SEDIMENTATION CONTROL

312319 – GEOTEXTILE FABRIC

313700 – RIPRAP

321116 – GRANULAR SUBBASE

321123 – AGGREGATE BASE COURSES

321216 – HMA PAVING

321500 – AGGREGATE SURFACING

321723 – PAVEMENT MARKINGS

328423 – UNDERGROUND SPRINKLERS

329119 – TOPSOIL FOR LANDSCAPING & CONSTRUCTION

329200 – NATURAL TURF & SODDING

329200 – TURF ESTABLISHMENT

329300 – PLANTS

329400 – LANDSCAPE MAINTENANCE & WARRANTY STANDARDS

330500 – ADJUSTING STRUCTURES

331100 – WATER MAIN (Genesee County)

333100 – SANITARY SEWER (Genesee County)

334400 – STORM SEWERS

REFERENCE SPECIFICATION - (Include portions of the Work specified as noted

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 2

012100 – ALLOWANCES

014533 – CODE-REQUIRED SPECIAL INSPECTIONS

017123.16 – CONSTRUCTION STAKING BY CONTRACTOR

024119 – SELECTIVE DEMOLITION

033000 – CAST-IN-PLACE CONCRETE

042000 – UNIT MASONRY

231123 – NATURAL GAS PIPING, VALVES AND ACCESSORIES

321300 – CONCRETE CURB AND GUTTER, SIDEWALK, AND MISC. PAVMT.

Include (Furnish and Install u.n.o):

safety program.

2. Contractor Supervisor/Foreman must attend weekly meetings held by Clark

Construction Superintendents

3. Furnish and install all labor, materials, and equipment necessary to provide all work as shown on the drawings and in the specifications for this bid package. All work to be per the plans and specifications and as required by Code.

4. Obtain permits required to complete the Work of this bid category.

5. Verify on-site and surrounding grades are in accordance with the Documents prior to start of the work. Report discrepancies to Clark Construction Company in writing.

6. Verify location of existing utilities prior to performing the work. Hand dig as required to avoid contact with underground utilities.

7. Maintain streets and public areas free of dirt, mud and debris. Daily or more frequent road sweeping as required when debris is tracked onto roads.

8. Remove debris and/or spoils from the site in a timely manner.

9. Import and export of soil material, cut and fill, grading, and compaction to achieve grades required by the documents.

10. Site grading to plus or minus 1/10 of a foot of design to balance.

11. All subbase is the responsibility of this bid category.

12. Pumping water to perform the work of this bid category.

13. Provide, maintain, and coordination location of dumpsters for demolition.

14. Legal disposal of materials off site.

15. Provide erosion control for entire project, including soil permit, installation, maintenance, storm water operator and removal at completion of project.

16. Topsoil raking and removal of rocks, stones and debris.

17. Clean-up on a daily basis.

18. Broom cleaning of hard surfaces.

19. Initial staking/support of plantings.

20. Final connection of irrigation system to water supply.

21. Weed control and fertilizer per specifications.

22. Temporary watering as required until irrigation system is fully functioning.

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 2

23. Tree removal, clearing and grubbing.

24. Protect existing structures and/or trees and landscaping to remain.

25. Construct building pad including import material, placement, grading, and compaction.

26. Strip, stockpile and re-spread topsoil at a later date as directed by Clark

Construction Company. Include remobilization.

27. Grade, seed and mulch areas disturbed outside of construction limits as a result of the work of this bid category.

28. Proof rolling of sub-grade as required prior to placement of stone base, asphalt, concrete or other materials.

29. Perform water, sanitary and storm tie-in to public utility system in accordance with requirements of authorities having jurisdiction.

30. Extend utility piping to connect to building systems to 5’-0” from the building line. Coordinate with building Trade Contractors and other design documents the exact location and elevation of connection prior to performing the Work. Report discrepancies to Clark Construction Company in writing.

31. Install drainage structures such that Subgrade will drain completely by gravity.

Final adjustments of the drainage structures shall be performed by this bid category at a later date just prior to placement of finished surfaces and as directed by Clark Construction Company. Final adjustments shall include required excavation, backfill and compaction.

32. Coordinate and perform final adjustments of valve boxes and other utilities prior to placement of finished surfaces by others.

33. Dust control for the duration of the Work of this bid category.

34. Restore disturbed grade to condition that existed prior to performing the Work.

35. Underdrain system as indicated in documents.

36. Grade, seed and mulch areas disturbed outside of the building area as a result of the Work of this bid category.

37. Clean dirt and debris out of storm water system upon completion of the project when directed by Clark Construction Company.

38. All site demolition including asphalt and concrete indicated in the drawings.

39. Verify telephone riser is abandoned prior to demolition. If riser is determined to be active, notify Clark Construction Company for final direction from Owner.

40. Temporary fencing, gates, laydown areas, and site development as indicated on the site logistics plan. Include restoration of site area upon project completion.

Topsoil to be stripped and stockpiled on site for laydown area development per logistics plan

41. Warranty and guarantee start date shall be the project Substantial Completion date.

42. Obtain appropriate county approval for underground utilities including submission of shop drawings in a timely manner to start construction per schedule.

43. All utility shut downs and tie ins must be completed on 2nd shift/weekend work with approval from Clark Construction Company and Owner in advance.

BID CATEGORY SPECIFIC NOTES

ADDENDUM NO. 2

44. Snow removal on the construction site during the project.

45. Include a installation and removal of 12’ gravel service road around the perimeter of the building footprint.

46. Include installation of underground gas piping as indicated in project documents, utility tie-in to be made by mechanical contractor.

47. Furnish and install pump station and related accessories as indicated on documents and clarified in prebid RFI 0004, coordinate final connections with

Electrical contractor.

ALLOWANCES:

1. The following allowances are to be included in the base bid and values identified on your schedule of values.

2. Any OH&P on allowances is to be included in the base bid. Additional mark-up/OH&P will not be permitted for allowance expenditures. Only the net cost of the work paid for by allowances may be charged

3. Allowances are only to be used upon the written direction/authorization of Clark

Construction Company.

4. Any unused allowance funds will be credited to the Owner via deductive change order.

a. Allowance 01A: $100,000 for undercutting subbase material

004216-1

Section 004126-Hard Bid-Bid Proposal Form, November 2025

SECTION 004126

BID FORM

BIDDER’S NAME:

PROJECT: Genessee ISD GCI Expansion

CLARK PROJECT NO.: 26-3013

BID RELEASE NO.: Bid Pack 01

OWNER: Genesee Intermediate School District

2413 West Maple Ave.

ARCHITECT: Kingscott Associates Inc.

950 Trade Centre Way, Suite 130

Portage, MI 490072

CONSTRUCTION MANAGER: Clark Construction Company

3535 Moores River Drive

Lansing, MI 48911

ATTENTION: Morgan Thelen, Project Manager

TELEPHONE: (989) 858-3829

1. BID

1.1. This Bid has been prepared after our examination of the complete Drawings and

Specifications, together with their related documents, and our examination of the conditions surrounding the construction of the proposed Work including the availability of materials, equipment, and labor. The undersigned submits the following Bid to enter into a Contract with Genesee Intermediate School District and agrees to furnish all labor, material, equipment, and service to complete the

Work in accordance with the Contract Documents for:

A. Bid Category No.: Description:

1. For the Lump Sum Base Bid of: ($ )

Dollars

B. Bid Category No.: Description:

004216-2

ADDENDUM NO. 02

1.2. All appropriate sales taxes are included in the above Lump Sum Base Bid.

2. COMBINED BIDS

2.1. Combined Bids of two (2) or more Bid Categories may be submitted. Separate

Bids for each Bid Category included in a combined Bid are required.

A. Bid Category Numbers:

Bid Category Descriptions:

3. ADDENDA

3.1. The undersigned acknowledges receipt of the following Addenda and has included the cost thereof in the Lump Sum Base Bid:

No. 1, dated: Non-Applicable No. 4, dated

No. 2, dated No. 5, dated

No. 3, dated No. 6, dated

4. TRADE HOURS

4.1. Total estimated trade hours required to perform the Work:

A. Trade Hours

4.2. The undersigned acknowledges that the estimated trade hours provided above are for Clark Construction Company scheduling purposes only and shall not be deemed a limit to trade hours required to perform the Work and shall not be considered as a basis for claim.

5. BID SECURITY

5.1. Bid security in the amount of 5% of the Bid, shall accompany this Bid.

6. PERFORMANCE AND LABOR AND MATERIAL PAYMENT

6.1. The undersigned confirms that the cost of required Bonds is included in the base

Bid amount.

7. REJECTION OF BID

004216-3

ADDENDUM NO. 02

7.1. The undersigned acknowledges the right of the Owner to accept or reject any or all

Bids in whole or in part and to waive any informality or irregularity in the Bid, or to award the Contract to other than the low Bidder in its sole and absolute discretion.

8. PROJECT SCHEDULE

8.1. The undersigned acknowledges that it shall meet the requirements of the Project

Schedule (Section 003113).

9. EXTRA WORK

9.1. The undersigned agrees that:

A. A maximum of 15% overhead and profit will be allowed for Changes in the

Work performed by the Trade Contractor.

B. A maximum of 5% overhead and profit will be allowed for Changes in the

Work for any tier Subcontractor.

C. For changes involving both additional costs and credits to the Contract, the markup will be allowed on the net add only after all credits have been deducted from the additional Work.

10. ALTERNATES

10.1. General

A. Each Bidder must furnish alternate pricing for the Work of its respective Bid

Category for the following alternates.

B. Alternates shall not be included in the Lump Sum Base Bid.

C. Alternate price shall include all costs for labor, material, equipment, service, overhead, and profit including any bonds and taxes as required in the Bid

Documents to complete the Work of the Bid Category.

10.2. List of Alternates

A. Bid Category 07A – Roofing:

1. Alternate #1 – Polyvinyl-Chloride Roofing – Duro-Last (see specification 075419)

a. Add/Deduct (Circle one) $

B. Bid Category 09C – Flooring:

004216-4

ADDENDUM NO. 02

1. Alternate #2 – ArmourSeal Alternate for Concrete Flooring – (see specification 099600 section 3.6.E.2 for full system requirements)

a. Add/Deduct (Circle one) $

11. ALLOWANCES

11.1. General

A. Each Bidder for Bid Categories listed below, must include an allowance amount in its base Bid (Refer to “Allowances” section).

1. 06A Rough Carpentry & General Trades:

a. Allowance 01A: $10,000 for undefined work as part of this project

b. Allowance 01B: 160 laborer hours to be used as directed by

Clark Construction Company

2. 09B Painting & Wallcoverings:

a. Allowance 01A: $2,500 for undefined work as part of this project

3. 31A Sitework, Utilities, Landscaping & Asphalt Paving:

a. Allowance 01A: $100,000 for undercutting subbase material

B. Allowances for specific materials (i.e., carpet, wall covering, etc.) shall cover the material cost only. All other costs including labor, overhead and profit, and incidentals shall be included in the base Bid.

C. Refer to bid Category and Allowance Specification Sections for allowance amount to include in the Base Bid.

11.2. GENERAL

A. Each Bidder for Bid Categories listed below, must submit unit prices for the

Work of its respective Bid Category.

B. Unit prices shall include all overhead, profit and incidentals to furnish and install the Work.

BIDDER’S NAME:

LEGAL ADDRESS:

ZIP CODE:

004216-5

CONTACT NAME:

TELEPHONE NO.:

FAX NO.:

EMAIL ADDRESS:

The Bidder declares the following legal status in submitting this Bid : (Check one) laws

A Corporation organized and existing under the of the State of Michigan

A Partnership

Other

CONTRACT ACKNOWLEDGEMENT

Trade Contractor hereby acknowledges acceptance of the terms of the Contract and will enter into the Contract with no modifications to the terms of the Contract.

SIGNATURE

Respectfully submitted:

SIGNATURE

BY:

TITLE:

DATE:

Federal Employer Identification No.:

State License No.:

ProjectSight Printed on: 10/2/2026 Page 1 of 1

Request for Information Detailed

Genesee Intermediate Schools - GCI Health Addition (26-3013) 5081 Torrey Rd, 0002 - RFI 0002 - GCI - ADA Compliant Handrail for Egress

Subject RFI 0002 - GCI - ADA Compliant Handrail for Egress

Discipline

Phase

Status

Closed by Clark

Location

Architectural

Created on

9/29/2026

Author

Morgan Thelen

Clark Construction Company

Preconstruction

Due date

10/6/2026

GCI Addition

Date resolved

9/30/2026

Resolved by

Trevor Garland

Kingscott Associates, Inc.

QUESTION Morgan Thelen on 9/29/2026 03:56 PM

Please provide further information on the ADA compliant handrail shown on C1.2. Is there a related specification?

ANSWER Trevor Garland on 9/30/2026 12:34 PM (Promoted by Nick Cadwell on 10/2/2026 08:31 AM)

See attached.

File

RFI 0002 - RFI 00...

ASSIGNMENTS

Morgan Thelen (Clark Construction Company) Done on 9/30/2026

Nick Cadwell (Clark Construction Company) Done on 9/30/2026

Ron Charney (Kingscott Associates, Inc.) Done on 9/30/2026

Trevor Garland (Kingscott Associates, Inc.) Done on 9/30/2026 https://prod.projectsightapp.trimble.com/web/app/Project?orgid=b3aa1dd5-8e59-4df0-a565-5749fd1ed64f&projid=214&Key=721556

ProjectSight Printed on: 9/30/2026 Page 1 of 1

0002 - RFI 0002 - GCI - ADA Compliant Handrail for Egress

Subject RFI 0002 - GCI - ADA Compliant Handrail for Egress

Submitted for Review

Created on

9/29/2…