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

CENTRAL LAKE PUBLIC SCHOOLS

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 002413 - Page 1 of 35

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 002413 - Page 2 of 35

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 002413 - Page 3 of 35

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 002413 - Page 4 of 35

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.

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

Section 002413 - Page 5 of 35

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. Confirm and maintain correct positioning while performing and upon completion of the Work of this work category.

23. Grout hollow metal frames as required.

24. Provide masonry toothing in as required at new openings in existing walls, etc or where needed.

Reuse old brick when possible.

25. Temporary shoring and bracing as required.

26. Provide CMU infill / tooth in of interior masonry which may be required for new plumbing to sink locations. This contractor is responsible for infill only. Demo of walls by others.

27. Coordinate dowel and anchor location requirements with other Entities.

28. Finished visual masonry with defects will not be accepted and will be removed at this Contractors expense.

29. Coordinate location and confirm elevation of materials within masonry by other Entities prior to performing the Work (e.g. cleanouts, electrical boxes, access panels, etc.).

30. Install misc. steel fabrications provided by others. (e.g. imbed angles, plates, anchor bolts, bearing plates, etc.). Include grouting as required.

31. Protect anchor bolts and other embeds with approved means.

32. Confirm curing and/or sealer compounds and other materials applied to surfaces are compatible with finish materials..

33. Masonry mockups for Owner/Architect approval as required.

34. Cleaning and sealing of masonry as specified.

35. Contractor shall verify existing conditions and prepare field dimensions and quantities prior to fabrication and erection.

36. Contractor shall coordinate related framing and penetrations with other trades during detailing phase and prior to fabrication and shall provide framing plans to mechanical contractor for verification. Contractor shall notify the CM in writing of any discrepancies immediately, as not to delay the construction schedule.

37. Remove debris from the site in a timely manner.

38. Provide daily cleanup, or more frequently, as directed by the CM

39. Legal disposal of material off site.

40. Layout for this work category scope.

41. Contractor to inform CM of any substrate deficiencies. Work over top of substrate confirms acceptance.

42. Provide your own disposal containers.

43. Scope may require multiple mobilizations.

44. All hoisting and scaffolding materials as required.

45. Embed plans and setting plans shall be submitted to avoid delaying the project schedule and not later than one week following award of Contract or Notice to Proceed.

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

47. Temporary shoring and bracing as required.

48. Protect anchor bolts and other embeds with approved means.

49. Coordination, participation, and cooperation with all construction entities required.

50. Contractor to adhere to CM project schedule and subsequent variances.

51. Final cleaning as result of this Work Category required.

EXCLUDE:

1. Mass masonry demo (by WC 06-01)

2. Furnish of steel lintels, beams and misc. steel (by WC 05-01)

Section 002413 - Page 6 of 35

ALLOWANCE:

1. Include a $10,000.00 Contingency Allowance in your base bid. Use of any Allowance amount shall not include Overhead and Profit, only actual cost of material, labor, and equipment will be allowed. Any unused portion of the Allowance will be credited back to the owner through a deductive Change Order.

ALTERNATES:

1. N/A

UNIT COST:

1. Provide Square Foot (SF) unit cost to patch and repair masonry brick.

2. Provide Square Foot (SF) unit cost to patch and repair masonry block.

END OF WORK CATEGORY 04-01 MASONRY

Section 002413 - Page 7 of 35

WORK CATEGORY 05-01 STRUCTURAL STEEL

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)

072100 THERMAL INSULATION

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:

051200 STRUCTURAL STEEL FRAMING

052100 STEEL JOIST FRAMING

053100 STEEL DECKING

054000 COLD FORMED METAL FRAMING

055000 METAL FABRICATIONS

055213 PIPE AND TUBE RAILINGS

078400 FIRESTOPPING

WORK CATEGORY 05-01 NOTES - Include (Provide and Install):

1. Coordinate, achieve, verify and provide evidence of utility shut offs and/or disconnects, MISS DIG

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. Provide full-time on-site supervision by superintendent whenever any steel personnel or steel subcontractor’s personnel are on site. The superintendent shall participate in all coordination and safety meetings. They shall be on-site whenever the steel 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.

7. Demolition for completion of this work scope.

8. Furnish and install all structural steel framing, steel joist framing, steel columns, structural roof decking, metal fabrications, and miscellaneous steel as indicated in the contract documents or as required for a complete installation including all materials, labor, and equipment.

9. Furnish and install pre-engineered metal stair systems. Concrete infill by others.

10. Furnish and install pipe and tube steel railings.

11. 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.

12. Provide engineered shop drawings for structural framing and miscellaneous. Drawings must include a valid engineers stamp acceptable to the authorities having jurisdiction.

13. Provide all loose lintels and header beams in masonry to be installed by others.

14. Provide all necessary welding and mill certificates as required by the contract documents or as required by the CM.

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15. Contractor shall verify existing conditions and prepare field dimensions and quantities prior to fabrication and erection.

16. Contractor shall coordinate related framing and penetrations with other trades during detailing phase and prior to fabrication and shall provide framing plans to mechanical contractor for verification. Contractor shall notify the CM in writing of any discrepancies immediately, as not to delay the construction schedule.

17. An approved steel erection plan shall be maintained and made available at the project site and a copy provided to the CM, Owner and Architect.

18. Remove all rust, scale, and slag from steel in areas that will be exposed or will receive paint or other finishes.

19. Remove debris from the site in a timely manner.

20. Provide daily cleanup, or more frequently, as directed by the CM

21. Legal disposal of material off site.

22. Layout for this work category scope.

23. Contractor to inform CM of any substrate deficiencies. Work over top of substrate confirms acceptance.

24. Provide your own disposal containers.

25. Scope may require multiple mobilizations.

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

Work of others.

27. All hoisting and scaffolding materials as required.

28. Embed plans and setting plans shall be submitted to avoid delaying the project schedule and not later than one week following award of Contract or Notice to Proceed.

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

30. Temporary shoring and bracing as required.

31. Protect anchor bolts and other embeds with approved means.

32. Coordination, participation, and cooperation with all construction entities required.

33. Contractor to adhere to CM project schedule and subsequent variances.

34. Final cleaning as result of this Work Category required.

1. Install of lintels or header beams (by WC 04-01).

2. Light gauge framing systems (by WC 09-01).

2. Include a $10,000.00 Contingency Allowance in your base bid. Use of any Allowance amount

1. A1: Provide demo of existing steel structure / furnish and install of new steel structure as related to gymnasium deck and structure replacement per the construction documents. Light gauge framing by others. Demo to include roof deck and existing steel trusses needed for rework. Roof membrane and insulation demo by others. Include barricading of outside area where crane work will be required per the site logistics plan and to be coordinated with the CM.

1. Provide SF unit cost for structural roof deck replacement.

END OF WORK CATEGORY 05-01 STRUCTURAL STEEL

Section 002413 - Page 9 of 35

WORK CATEGORY 06-01 GENERAL TRADES

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)

051200 STRUCTURAL STEEL FRAMING

055213 PIPE AND TUBE RAILINGS

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

BASE SPECIFICATIONS:

024119 SELECTIVE DEMOLITION

033000 CAST IN PLACE CONCRETE

061000 ROUGH CARPENTRY

071410 UNDER-SLAB VAPOR BARRIER

072100 THERMAL INSULATION

078413 FIRESTOPPING

079200 JOINT SEALANTS

081113 HOLLOW METAL DOORS AND FRAMES

081416 FLUSH WOOD DOORS

082133 FLUSH FIBERGLASS REINFORCED POLYESTER FRP DOORS, MONUMENTAL DOORS,

DOOR PERIMETER FRAMING AND ALUMINUM STOREFRONT FRAMING SYSTEMS

087100 DOOR HARDWARE

101413 SIGNS

102800 TOILET AND BATH ACCESSORIES

104400 FIRE PROTECTION SPECIALTIES

116633 GYMNASIUM EQUIPMENT

144200 WHEELCHAIR LIFTS

WORK CATEGORY 06-01 NOTES - Include (Provide and Install):

Category headings below are for convenience purposes only.

1. Coordinate, achieve, verify and provide evidence of utility shut offs and/or disconnects, MISS DIG contact clearance before any excavation 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. Provide dust control for the duration of the work of this work category.

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

6. Maintain Emergency Egress at all times. It will be required of this Work Category to provide any temporary ramps/walkways until such time a permanent Emergency Egress can be maintained.

This will require additional mobilizations as needed and removal of material.

7. Remove debris from the site in a timely manner.

8. Provide daily cleanup, or more frequently, as directed by the CM

9. Coordinate turnover of salvaged material with the owner.

10. Legal disposal of material off site.

11. Temporary guardrails, handrails, protection systems, doors, and windows.

12. Removal and disposal of temporary protection system installed in openings.

Section 002413 - Page 10 of 35

13. Provide layout for this work category scope.

14. Contractor to inform CM of any substrate deficiencies. Work over top of substrate confirms acceptance.

15. Pumping water to accomplish the work of this work category.

16. Work area security and safety barricading with construction signs.

17. Protect existing structures and/or trees and landscaping to remain. Contractor shall be responsible for any and all damages that result from improper protection.

18. Provide a minimum of 20 pound U.L. rated multi-purpose (Type A, B, C) fire extinguishers on stands spaced throughout the building at all times spaced such that the travel distance to a fire extinguisher shall not exceed 100 feet. Fire extinguisher stand shall be “Fire-Safety Mate” of equal as manufactured by Goria Corporation, (telephone 888.464.6742).

19. 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.

20. Provide your own disposal containers.

21. Scope may require multiple mobilizations.

22. Verify existing grades, lines, dimensions, etc. prior to performing the work. Report discrepancies to the CM in writing.

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

24. Field touch-up of shop primers, paint, galvanizing, etc.

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

26. Coordinate metal stud layout with requirements of other Entities. Report layout discrepancies to

CM in writing.

27. Provide removal and relocation of items designated to be returned to the owner to a safe location on site as directed by the CM and/or Owner.

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

29. Furnish and install all interior concrete, footings, foundation walls, floor slabs, entrance canopy piers frost slabs, metal stair infill, etc. as indicated on plans and specs or as necessary. Include all necessary excavations, reinforcing steel, under slab vapor barrier, etc. as indicated. Limit of interior concrete scope ends at East exterior wall line of A101 Secure Vestibule.

30. Provide saw cut and infill at slab areas as shown on the drawings or needed but not shown. This contractor shall coordinate with the plumbing contractor or others who will mark out the areas needed for demo. Provide ground penetrating radar and utility locating prior to saw cut.

31. Provide temporary protection after wall demo and according to the Temp Protection Plans.

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

33. Grout hollow metal frames as required.

34. Temporary shoring and bracing as required.

35. Coordinate dowel and anchor location requirements with other Entities.

36. Protect anchor bolts and other embeds with approved means.

37. Confirm curing and/or sealer compounds and other materials applied to surfaces are compatible with finish materials.

38. Grout hollow metal frames as required. Mason to grout frames in new masonry walls.

39. Provide a complete architectural demolition as shown on the Demo plans, including but not limited to visual display boards, gypsum walls with stud framing, CMU walls, gypsum ceiling, steel framing, casework, acoustical ceilings and grid, flooring and adhesive, tile floors and walls, doors and frames, etc. Existing casework, millwork, countertops to be saved at Owner’s request.

40. This work category includes complete demolition and off-site disposal of all items shown and/or specified.

41. This work category to provide its own dumpsters. Include removal, hauling and legal disposal to an offsite location in a prompt manner.

42. This work category is responsible for all necessary temp shoring, temp support, rigging as required by the demolition activities. All temp shoring and supports shall be designed, engineered, and stamped for approval by a licensed professional engineer.

Section 002413 - Page 11 of 35

43. When removing any flooring material, special steps must be taken to remove any adhesives and residue and to provide a clean substrate for the new material.

44. Seal off and protect lockers with plastic ensuring they will remain dust free before the start of demolition and leave in place for the duration of construction, as indicated in the Temp Protection Plan.

45. Provide temp protection at exterior doors per the temp protection plans.

46. Provide RAM Board floor protection or approved equal product at locations indicated in the Temp

Protection Plan by this work category. Include all taping as required.

47. Provide protection to any surfaces, fixtures, or furnishings that remain during the completion of this work category.

48. Furnish and install all signage.

49. Weather protection as required to complete the Work of this work category in accordance with the project schedule.

50. Furnish and install wood blocking indicated in the documents, including blocking for specialties, openings, casework, equipment, etc as required. Coordinate blocking requirements with equipment suppliers and other Entities. Blocking for roof parapet and metal panel by roofing contractor.

51. Furnish and install all doors and frames in masonry and other wall types. Confirm correct positioning upon completion of the Work.

52. Coordinate and perform undercutting of doors with floor finishes.

53. Construction cores and final keying of all hardware furnished and installed by this work category.

54. Substrate surface preparation including minor filling and grinding as required prior to performing the Work.

55. Furnish and install all toilet and bathroom accessories.

56. Furnish and install all gymnasium equipment or provide removal and reinstall as shown and specified. See alternate 1. Protect and keep safe of equipment after removal for reinstall at a later date. CM / Owner to provide area at or near site for equipment salvage.

57. Furnish and install wheelchair lifts and all accessories as shown in the construction documents.

58. Provide specified smoke and fire stopping for your work scope per the construction documents.

59. All hoisting and scaffolding materials as required.

60. Embed plans and setting plans shall be submitted to avoid delaying the project schedule and not later than one week following award of Contract or Notice to Proceed.

61. Temporary shoring and bracing as required.

62. Coordinate dowel and anchor location requirements with other Entities.

63. Coordinate location and confirm elevation of materials within Work by other Entities prior to performing the Work (e.g. cleanouts, electrical boxes, access panels, etc.).

64. Cold weather protection as well as protection of all work throughout construction.

65. Finished visual defects will not be accepted and will be removed at this Contractors expense.

66. Perform all required testing immediately following installation and provide written final result reports within one week of inspection.

67. Includes all labor, material, equipment, accessories, etc. required to complete this work category.

68. Coordination, participation, and cooperation with all construction Entities required.

69. Mockups for Owner/Architect approval as required.

70. Cleaning, and sealing as specified.

71. Contractor to adhere to CM project schedule and subsequent variances.

72. Final cleaning as result of this Work Category required.

1. Caulking of all frames by painter (WC 09-03).

2. Storefronts, windows, glazing, films (by WC 08-01)

3. Door HW of Aluminum storefronts (by WC 08-01).

4. Exterior blocking for roof parapet. (by WC 07-01)

5. CFMF, light gauge, metal studs, drywall. (by WC 09-01)

Section 002413 - Page 12 of 35

6. Interior / Exterior concrete…