Nash County Building Improvements Addendum.pdf

ADDENDUM NO. 1

ISSUE DATE:

October 7, 2026

FROM:

Charter Construction Services, Inc.

314 Nash St NE.

Wilson, NC 27893 Ph: 252-265-0035 Email: Monica@TheCharterCompanies.com

PROJECT:

Nash County Building Improvements 969 Old White Oak Rd, Nashville, NC 27856

BID OPENING:

2:00pm on November 3, 2026

BID OPENING LOCATION:

Nash County, NC Admin Building 120 W Washington St, Nashville, NC 27856;

3rd floor commissioner’s conference room

This addendum becomes a part of the Bid and Contract Documents and modifies the original Bid Documents dated September 17, 2026 and Original Plans dated July 7, 2026, as noted below. Acknowledge receipt of this Addendum by inserting the number and issue date of this Addendum in the blank space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification.

1 - Revised Bid Schedule

The Bid Opening is revised to 2:00 PM on November 3, 2026. Requests for Information (RFIs) are due no later than October 27, 2026.

2 - Pre-Bid Meeting Attendance Requirement

The previously stated requirement for mandatory attendance at the Pre-Bid Meeting is hereby rescinded.

Attendance at the Pre-Bid Meeting is not required as a condition of bidding, and bidders who did not attend remain eligible to submit a bid. All bidders remain responsible for reviewing the Pre-Bid Meeting materials, Addenda, and all other Bid Documents.

2 - Pre-Bid Meeting Agenda / Key Notes

For reference and clarification of items discussed during the Pre-Bid Meeting.

3 - Pre-Bid Meeting Sign-In Sheet

Documenting attendees at the Pre-Bid Meeting.

4 - RFI Log / Responses to Bidder Questions

Responses contained in the RFI Log shall be considered part of the Bid and Contract Documents.

5 - Roof Inspection Report

Bidder reference and coordination with the existing roof repair scope.

6 - Revised Bid Form and Revised Alternates Specification Sheets

The revised Bid Form and revised Alternates Specification Sheets issued with this Addendum supersede the previously issued versions in their entirety. Bidders shall use the revised documents for pricing and bid submission.

7 - Sikaplan 60 is an approved alternate roofing membrane material.

8 - Additional Building Access for Bidders

The building will be open to prospective General Contractors on Wednesday, October 14, 2026, from 8:30am – 10am, for an additional walk-through of the existing conditions. Bidders are encouraged to use this opportunity to verify field conditions and become familiar with the work prior to submitting bids.

9 - Revised Alternate Scope

The following work currently shown in the Contract Documents is revised to be priced as alternates. Where work is identified as an alternate below, the Base Bid shall exclude that specific work unless expressly noted otherwise.

REVISED ALTERNATE SCOPE

GENERAL: Where work currently shown on the Contract Documents is identified as an Alternate, the Base Bid shall exclude that specific work unless otherwise noted. Demolition, temporary work, protection, patching, code-required work, and work necessary to maintain a complete and functional Base Bid installation shall remain included unless specifically stated otherwise.

ALTERNATE NO. 4 - EXTERIOR PAINTING

Provide an alternate price for the exterior painting work identified on Sheet B-6 under “Scope of Exterior.” The following work shall be excluded from the Base Bid and included in Alternate No. 4:

• Clean, prepare, and paint exterior metal wall panels and roof panels, except the roof over the gym area as noted on the drawings.

• Paint existing exterior wood trim and boxing.

• Scrape, sand, prepare, and paint existing window frames.

• Paint the existing drive-under canopy in its entirety, except for the roof as noted on the drawings.

• Paint exterior solid metal doors and frames.

• Paint exterior steel stairs.

• Provide associated surface preparation required specifically for the painting work listed above.

Base Bid shall continue to include: power washing and general cleaning of the building, sidewalks, and concrete; brick repairs; demolition of light fixtures; and other exterior work shown on the Contract Documents unless specifically included in this alternate.

ALTERNATE NO. 5 - EXISTING ROOF REPAIRS

Provide an alternate price for the roof repair scope described on Sheet B-6. The following work shall be excluded from the Base Bid and included in Alternate No. 5:

• Replace trim screws and neoprene washers.

• Replace metal panels as required due to holes.

• Install new roof curb with poured pitch pocket and cap curb with like metal.

• Install interior panel closure strips as required.

• Install new ridge cap extending beneath existing roof panels.

• Repair the existing gutter system and line with waterproofing sheet.

• Install new gutters and downspouts throughout.

• Install small curb around pipe and install new pipe boot on top of curb.

• Provide demolition and incidental work necessary to complete the roof repair scope.

Refer to the Roof Inspection Report issued with Addendum No. 1 for additional information regarding existing roof conditions.

ALTERNATE NO. 6 - NEW 14'-0" x 36'-0" CANOPY AND FOUNDATION Provide an alternate price for construction of the new approximately 14'-0" x 36'-0" canopy shown on the architectural drawings and the associated canopy foundation shown on Sheet S1. Alternate No. 6 shall include:

• New canopy structure, framing, columns, roofing, trim, and accessories.

• Foundations and footings shown on the structural drawings.

• Connections to the existing building and associated flashing, sealants, and finishes.

• All work required for a complete canopy installation while maintaining the minimum 14-foot unobstructed vertical clearance for emergency vehicle passage indicated on the drawings.

Base Bid shall include: demolition and removal of the existing canopy. Demolition of the existing canopy is not part of Alternate No. 6.

ALTERNATE NO. 7 - MECHANICAL EQUIPMENT REPLACEMENT

Provide an alternate price for replacement of existing mechanical equipment identified on Sheets M-2, M-3, and M-4, excluding equipment replacement or modification required due to the revised building layout or renovation, including work associated with the CAB Building and reception addition. Required layout-related mechanical work shall remain in the Base Bid. Alternate No. 7 shall include all associated controls, electrical connections, refrigerant piping, duct transitions, curbs, supports, condensate work, testing, and incidental work required for complete replacement installations.

Base Bid mechanical service work for existing units to remain shall include:

• Replace filters.

• Insulate exposed or deteriorated refrigerant lines.

• Seal penetrations associated with existing mechanical systems.

• Provide work required to reconnect or maintain existing equipment affected by the renovation.

• Verify operation of existing equipment to remain and notify the Designer of equipment found to be non-operational. Replacement of failed equipment is not included in the Base Bid unless specifically required by the Contract Documents or directed by written modification.

ALTERNATE NO. 8 – GYM EQUIPMENT & IMPROVEMENTS

Alternate No. 8 consists of the same Gym Equipment & Improvements scope previously identified as Alternate No.

4 in the original Bid Documents. The scope of this alternate has not changed; only the alternate number has been revised from Alternate No. 4 to Alternate No. 8. Bidders shall provide pricing in accordance with the original Gym Equipment & Improvements specifications and the revised Bid Form issued with this Addendum.

END OF ADDENDUM NO. 1

Nash County Building Improvements - Pre-Bid Meeting Agenda

CHARTER CONSTRUCTION SERVICES INC.

PRE-BID MEETING AGENDA

NASH COUNTY BUILDING IMPROVEMENTS

969 OLD WHITE OAK RD, NASHVILLE, NC 27856

1. SIGN-IN / INTRODUCTIONS

• General contractor name and representative. Confirm contact name and email to be used for addenda and bid correspondence.

• This is a mandatory pre-bid meeting.

2. PROJECT OVERVIEW

• Renovation of approximately 20,235 SF.

• Approximately 515 SF reception addition.

• Associated demolition, architectural, structural, plumbing, mechanical, electrical, and site improvements.

3. BID DATE AND SUBMISSION REQUIREMENTS

• Bid Date: October 27, 2026 at 2:00 PM.

• Bid opening will be at the Nash County Administration Building, 120 W. Washington Street, Nashville, NC, 3rd Floor

Commissioners Conference Room.

• All RFIs are due by EOD October 19, 2026.

4. BIDDING DOCUMENTS

• Bidders are responsible for reviewing the entire drawing set, specifications, Project Manual, and all addenda.

• The bid set contains color-coded scope and must be viewed/printed in full color.

• The Roof Inspection Report can be accessed via the link received to the bidding documents.

5. BID FORM

• Provide the Base Bid.

• Complete all required unit prices.

• Complete all required alternates.

– Alternate 1: Electrical Scope as per plan sheets E-4.1 and E-8.1.

– Alternate 2: Seal all exterior asphalt surfaces and stripe per SP3.

– Alternate 3: Remove metal shed as per SP3.

– Alternate 4: Gym Equipment & Improvements as per specifications.

• Acknowledge all addenda and clarifications.

• No exclusions, qualifications, or contractor-generated alternates unless specifically permitted by the bidding documents.

• Complete every blank on the Bid Form: Hub / Minority Business Participation Forms, E-Verify Affidavit, Iran

Divestment Act Certification

6. MBE/WBE REQUIREMENTS

• Nash County has a stated goal of 10% MBE/WBE participation.

• Required Good Faith Effort documentation shall be submitted with the bid as applicable.

• Bid submissions shall include applicable HUB / Minority Business Participation forms, E-Verify Affidavit, and Iran

Divestment Act Certification.

7. BID SECURITY / BONDS

• 5% bid security is required with the bid.

• The successful Contractor will be required to provide Performance and Payment Bonds as required by the Contract

Documents.

• 5% retainage will be applied to this project.

Nash County Building Improvements - Pre-Bid Meeting Agenda

CHARTER CONSTRUCTION SERVICES INC.

8. SCHEDULE

• Work will commence upon issuance of the Notice to Proceed.

• Contract duration is 180 calendar days to Substantial Completion.

• Anticipated Notice of Award mid-November 2026.

• The County is looking to begin construction as soon as possible following award and issuance of the Notice to

Proceed.

9. EXISTING CONDITIONS / CONTRACTOR RESPONSIBILITY

• Bidders shall verify existing conditions before bidding.

• Plumbing, mechanical, and electrical subcontractors are required to visit the site before bidding.

• Price changes will not be considered for conditions that reasonably should have been identified through a thorough site inspection.

• General Contractor shall provide a project supervisor on site at all times while work is being performed.

10. QUESTIONS, RFIs AND SUBSTITUTIONS

• RFIs shall be submitted in writing in accordance with the bidding documents.

• Verbal answers given during the meeting or site walkthrough do not modify the bidding documents.

• Formal changes or clarifications will be issued by addendum.

• Bidders are responsible for complying with deadlines for RFIs and substitution requests.

• Deadline for all RFIs is October 19, 2026.

11. OPEN QUESTIONS / DISCUSSION

C.O.W. Barnes St Building Alterations 307 - 309 Barnes St S, Wilson NC 27893

RFI # QUESTION ANSWER

Electrical Alternate does not locate new panels?

E-4.1 - See Key Plan for new electrical service location and sheet E-8.1, Riser Diagram for details.

2 Can we reuse linesets?

Linesets can be reused where possible if fully intact. All existing to remain line sets shall be fully insulated and the building penetration sealed properly.

M-2 calls for existing exhaust fans to remain, but none are existing.

If no exhaust fan is present in the existing men and womens toilets, then a new 150 CFM exhaust fan @ 0.25 in sp with a 8" rnd.

duct that terminates through the nearest exterior wall. Wall cap shall be "Greenheck" WC series or equal. (Typ for each toilet room)

There’s two Form of Proposals….one with the word “preliminary” stamped across the bottom. Also, there are two HUB Identifications/Affidavits A, B, C, and D as well as two E-Veriy’s and 2 Iran Divestment Affidavits. Are you preferring that we use the non-preliminary versions?

Use non-preliminary forms in bid package

5 When will MEP specifications be issued All specifications are with the MEP plan set.

Not separate MEP specifications will be issued.

Will the buildings be emptied out prior to construction? Owner will remove furniture

7 Clarify Alt.1., sheet E-8.1 Alt. 1 should read 4 parallel runs each of 4- 500 kcmil (alum.) in lieu of 3 parallel runs of 4-500 kcmil.

October 7, 2026

Roof Inspection Report

DLT Roofing, Inc.

6-7-24 David Tedder

Fellowship Church Roof Report

Overview

Scope of Report

DLT Roofing, Inc. was asked to review the condition of the existing roof at Fellowship Church, 969 Old White Oak Road, Nashville, NC.

The existing roof is an exposed fastener “R” Panel Style roofing system. The existing roofing system appears to be a 24 ga. Steel panel roof.

Typical Construction

The 26-gage (or in some cases, 24- or even 28-gage) coated steel roof panels are typically installed over some type of 16-gage or heavier, cold-formed “Z” or “C” steel structural member. In some cases, the structural members supporting the roof panels are bar joists, wood joists, or a hybrid structural member.

On buildings over 40 years old, the structural members might be hot-rolled channels or beams. The structural members are typically spaced at 5 foot on center, but the structural spacing can vary from as little as 2 feet to more than 6 feet.

Screw-type fasteners are used to secure the panels to the underlying structural members and to join (stitch) the panels together at their sidelap and endlap joints. The fasteners used to attach the panels to each other, at their lap joint, are commonly referred to as “stitch screws.” Self-drilling screws are the predominant fastener used today. Some self-tapping screws requiring pre-drilling or pre-punching of the panels and structural members are used. On early metal buildings, the fastener of choice was the bolt and nut or the rivet. The most common fastener material is carbon-steel. Carbon-steel fasteners have zinc or cadmium plating to provide corrosion resistance. In some cases, stainless steel or aluminum fasteners are utilized. Carbon-steel fasteners provide a more consistent, secure connection because they cannot easily be over-driven (stripped out).

Aluminum fasteners are typically the rivet or clamping type.

Fasteners are typically spaced at 6 inches on center at the panel sidelaps and typically 12 inches on center for the panel-to-structural member attachment connection.

To weatherproof the fasteners, a gasketed washer is used under the fastener head. Until the early ‘90s, the gasket material was primarily Neoprene. After a few weather cycles, the Neoprene gasket would start to dry and crack until the fastener became a potential source of leaks. Today, more durable ethylene polypropylene diene monomer (EPDM) is available for the washer gasket material, although the less expensive Neoprene material is still widely used.

Waterproofing at the panel sidelap and endlap joints is accomplished with the use of field-applied tape or pumpable butyl rubber sealants.

Butyl sealants vary widely in quality. High quality (high percentage of butyl rubber vs. chalk filler material) sealants can last as long as 20+ years while lower-quality sealants will last as little as a few years before losing elasticity and contributing to leak problems.

Metal Roof Problems When an existing metal roof has problems, the fix is typically not simple and, in most cases, can be quite expensive.

Problems can run the gamut from poorly designed details, to incorrectly installed materials, to use of inferior quality materials.

Poor panel alignment leads to poor fit-up of the panel closure. Pipe penetration blocks water between panel ribs. Poor panel alignment leads to poor fit-up of the panel closure. Pipe penetration blocks water between panel ribs. Curb penetration has exposed screws and ponded water. Poor roof transition design, detailing and installation.

Typical metal roof problems:

• Poor design and detailing used for trim, flashing, and penetration conditions.

• Inadequate slope – poor drainage.

• Panels installed in an out-of-module alignment – Poor fit-up of panels and closures.

• Inadequate provision for thermal movement of panels and flashings.

• Poor installation quality – bad workmanship.

• Poor material quality – inferior quality of materials used.

• Improper repairs and fixes used.

• Abuse and neglect of the roof by owners.

An example of out-of-module installation, is the result of poor quality installation. Metal panels have a defined width of coverage. For through-fastened R-panels, this coverage is typically 36 inches.

However, a 36-inch coverage panel can be made to cover more or less than the 36-inch defined coverage. When this happens, the installed panel is described as being “out-of-module.” Out of-module panel installation causes problems due to poor fit-up of panel lap joints, closures, and flashings. Long-term problems can occur due to restricted panel movement. Roof weathertightness is then dependent primarily on sealants filling large gaps between panels, closures, and flashings. Out-of-module installation and misalignment of panels sometimes go hand-in-hand.

Why aren’t metal roof problems easy to fix? The easiest and least expensive solutions are applied to the surface of the roof. Replacing problem fasteners and sealants, applying surface roof coatings, and overlaying the existing roof with a new roof are all relatively straight forward solutions. However, to repair the existing roof, improperly installed panels, flashings, penetrations, etc. must be disassembled and reassembled to provide a long-term, weathertight solution.

When weighed against the potential for business interruption, the “repair” of the existing roof becomes less attractive than a roof overlay solution.

In order to evaluate the suitability of various metal roof solutions, existing conditions must be investigated. The condition of the existing roof must be evaluated for the amount and severity of corrosion (on both top and bottom panel surfaces). The panel-to-structural member attachment must also be evaluated for structural integrity.

Figure 1

This picture shows example of trim screws “backing out” and failure of the neoprene washers.

Figure 2

Figure 2 shows attachment screws that need replacement due to deterioration.

Figure 3

Figure 3 shows what appears to be the repair of a hole created in the panel.

Figure 4

Figure 4 shows deteriorated pipe flashings. The flashings as installed where they intersect with the roofing panel rib should have never been installed with this detail.

This being an unusual situation with so many penetrations in the same location would have been better served with and roof curb with pourable pitch pocket installed. The curb then should have been capped with like metal.

Figure 5

Figure 5 shows the bottom of a valley intersection. At some point a dissimilar metal repair seems to have been attempted. If the valley has sufficient slope for this roof panel installing for a leak to occur would indicate that the interior panel closure strips may have not been installed per NRCA standard detail.

Figure 6

Figure 6 shows the top of a valley intersection. At some point a dissimilar metal repair seems to have been attempted. The ridge cap on the right side of the picture should have been installed to extend underneath the roof panel from above the ridge cap. This is a incorrectly installed roof detail for this type of roofing panel.

Figure 7

Figure 8

Figure 8 shows the roof to vertical wall tie in. Where this is never a good situation in a constructed building it appears the internal gutter has reached the end of it’s serviceable life and needs to be replaced. I would also recommend that this gutter be lined with a waterproofing sheet to provide maximum protection for the internal gutter.

Figure 9

Figure 9 shows an apparent ridge cap leak that has been caulked.

Figure 10

Figure 10 shows deteriorated gutter sections that need to be replaced.

Figure 11

Figure 11 shows deteriorated gutter sections that need to be replaced.

Figure 12

Figure 12 shows a failing pipe boot. It is not good roofing practice to install pipe boots over the panel lap. There should have been a small curb built around this pipe with the pipe boot installed on top of the curb.

In consideration of the conditions of the existing roof observed it is obvious this roof needs some major maintenance items addressed. As mentioned in the opening statements of the report there are options that could be explored as to the best approach in regard to expense, life cycle, and function of the roofing system.

BID FORM - STIPULATED SUM (SINGLE-

PRIME CONTRACT)

004113 - 1

DOCUMENT 004113 - BID FORM - STIPULATED SUM (SINGLE-PRIME CONTRACT)

PART 1 - GENERAL

1.1 BID INFORMATION

A. Bidder: ____________________________________________________.

B. Project Name: Nash County Building Improvements

C. Project Location: 969 Old White Oak Rd, Nashville, NC 27856

D. Owner: Nash County, NC

E. Project Number: 2027-004-09-6120 and 26-077

1.2 CERTIFICATIONS AND BASE BID

A. Base Bid, Single-Prime Contract: The undersigned Bidder, having carefully examined the Procurement and Contracting Requirements, Conditions of the Contract, Drawings, Specifications, and all subsequent Addenda, as prepared by Bartlett Engineering and Surveying, PC and consultants, having visited the site, and being familiar with all conditions and requirements of the Work, hereby agrees to furnish all material, labor, equipment and services, including all scheduled allowances indicated in Section 012100 "Allowances, necessary to complete the construction of the above-named Project, in accordance with the requirements of the Procurement and Contracting Documents, for the stipulated sum of:

1. ________________________________________________ Dollars

1.3 UNIT PRICES

A. The undersigned Bidder proposes the amounts below be added to or deducted from the Contract Sum on performance and measurement of the individual items of the Work, as described in Section 012200 "Unit Prices" and if applicable for adjustment of the quantity given in the Unit-Price Allowance for the actual measurement of individual items of the Work.

Unit-Price No. 1: Removal of mass unsatisfactory soil and replacement with satisfactory soil material.

1. _______________________________________ dollars ($_____________) per unit.

REVISED 10/07/26

004113 - 2

B. Unit-Price No. 2: Removal of Trench unsatisfactory soil and replacement with satisfactory soil material.

1. _______________________________________ dollars ($_____________) per unit.

C. Unit-Price No. 3: Provide unit price to furnish and install one (1) additional duplex receptacle, including all required wiring, boxes, devices, and connections. Unit price shall be used for owner-requested additional receptacles during rough-in.

1. _______________________________________ dollars ($_____________) per unit.

1.4 ALTERNATES

Alternate No. 1: Electrical Scope as per plan sheets E-4.1 and E-8.1

1. ADD / DEDUCT (circle one) - $__________________.

________________________________________________________ dollars

Alternate No 2: Seal all exterior harden surfaces and stripe as per SP3.

2. ADD / DEDUCT (circle one) - $__________________.

Alternate No 3: Remove metal shed as per SP3.

3. ADD / DEDUCT (circle one) - $__________________.

________________________________________________________ dollars

Alternate No. 4: Exterior Painting; Exterior painting work identified on Sheet B-6 under “Scope of Exterior.”

4. ADD / DEDUCT (circle one) - $__________________.

________________________________________________________ dollars

Alternate No. 5 - Existing Roof Repairs; Roof repair scope described on Sheet B-6.

5. ADD / DEDUCT (circle one) - $__________________.

004113 - 3

Alternate No. 6 - New 14'-0" X 36'-0" Canopy and Foundation; Construction of the new 14'-0" x 36'-0" canopy shown on B-6 and the associated canopy foundation shown on Sheet S1.

6. ADD / DEDUCT (circle one) - $__________________.

________________________________________________________ dollars

Alternate No. 7 - Mechanical Equipment Replacement; Replacement of existing mechanical equipment identified for replacement on Sheets M-2, M-3, and M-4, except equipment replacement or modification that is required as a direct result of the revised building layout or renovation, including equipment serving the cultural arts area and reception addition.

7. ADD / DEDUCT (circle one) - $__________________.

________________________________________________________ dollars

Alternate No. 8: Gym Equipment & Improvements as per specifications.

8. ADD / DEDUCT (circle one) - $__________________.

________________________________________________________ dollars

1.5 BID SECURITY

A. The undersigned Bidder agrees to execute a contract for this Work in the above amount and to furnish surety as specified within 10 days after a written Notice of Award, if offered within 60 days after receipt of bids, and on failure to do so agrees to forfeit to Owner the attached Bid Security, as liquidated damages for such failure as follows:

1. In the following amount constituting 5% of the Base Bid amount above:

B. Form of Bid Security: Bidder has attached the following:

1. ▢ AIA Document A310-2010, "Bid Bond."

2. ▢ Certified check.

C. In the event Owner does not offer Notice of Award within the time limits stated above, Owner will return to the undersigned the cashier's check, certified check, or bid bond.

1.6 TIME OF COMPLETION

A. Time of Completion:

1. The undersigned Bidder proposes and agrees hereby to commence the Work of the Contract Documents on a date specified in a written Notice to Proceed to be issued by owner, and to substantially complete the Work within 180 calendar days.

004113 - 4

2. Liquidated damages in the sum of $500.00 for each consecutive calendar day after assigned completion date will be accessed to the contract holder.

1.7 ACKNOWLEDGMENT OF ADDENDA

A. The undersigned Bidder acknowledges receipt of and use of the following Addenda in the preparation of this Bid:

TYPE (CIRCLE ONE) NO. DATED

ADDENDUM / CLARIFICATION

ADDENDUM / CLARIFICATION

ADDENDUM / CLARIFICATION

ADDENDUM / CLARIFICATION

ADDENDUM / CLARIFICATION

ADDENDUM / CLARIFICATION

ADDENDUM / CLARIFICATION

ADDENDUM / CLARIFICATION

1.8 CONTRACTOR'S LICENSE

A. The undersigned further states that it is a duly licensed contractor, for the type of work proposed, in Nashville, NC and that all fees, permits, etc., pursuant to submitting this proposal have been paid in full.

1.9 SUBMISSION OF BID

The following forms shall be completed in full and submitted with this Bid Form. The Owner reserves the right to reject any Bid if the required forms and affidavits are not properly completed and submitted with the Bid Package.

▢ HUB / MINORITY BUSINESS PARTICIPATION FORMS

▢ E-VERIFY AFFIDAVIT

▢ IRAN DIVESTMENT ACT CERTIFICATION

A. Respectfully submitted this ____ day of _______________(MONTH), _______(YYYY).

B. Submitted by: _________________________________________________________

(Name of bidding firm or corporation).

C. Authorized Signature: ___________________________________________________

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(Handwritten signature).

D. Signed by: ____________________________________________________________

(Type or print name).

E. Title: ________________________________________________________________

(Owner/Partner/President/Vice President).

F. Street Address: ________________________________________________________.

G. City, State, Zip: ________________________________________________________.

H. Phone: ______________________________________________________________.

I. License No.: __________________________________________________________.

J. Federal ID No.: ________________________________________________________.

K. (Affix Corporate Seal Here)

END OF DOCUMENT 004113

ALTERNATES

012300 - 1

SECTION 012300 - ALTERNATES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.2 DEFINITIONS

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

1. Alternates described in this Section are part of the Work only if enumerated in the

Agreement.

2. The cost or credit for each alternate is the net addition to or deduction from the

Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

1.3 PROCEDURES

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

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

B. Execute accepted alternates under the same conditions as other Work of the Contract.

C. Schedule: A Part 3 "Schedule of Alternates" Article is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. 1: Electrical Scope as per plan sheets E-4.1 and E-8.1

B. Alternate No 2: Seal all exterior harden surfaces and stripe as per SP3.

C. Alternate No. 3: Remove metal shed as per SP3.

D. Alternate No. 4: Exterior Painting; Exterior painting work identified on Sheet B-6 under “Scope of Exterior.” The following work shall be excluded from the Base Bid and

012300 - 2 included in Alternate No. 4:

• Clean, prepare, and paint exterior metal wall panels and roof panels, except the roof over the gym area as noted on the drawings.

• Paint existing exterior wood trim and boxing.

• Scrape, sand, prepare, and paint existing window frames.

• Paint the existing drive-under canopy in its entirety, except for the roof as noted on the drawings.

• Paint exterior solid metal doors and frames.

• Paint exterior steel stairs.

• Provide associated surface preparation required specifically for the painting work listed above.

Base Bid shall continue to include: power washing and general cleaning of the building, sidewalks, and concrete; brick repairs; demolition of light fixtures; and other exterior work shown on the Contract Documents unless specifically included in this alternate.

E. Alternate No. 5 - Existing Roof Repairs; Roof repair scope described on Sheet B-6.

The following work shall be excluded from the Base Bid and included in Alternate No.

5:

• Replace trim screws and neoprene washers.

• Replace metal panels as required due to holes.

• Install new roof curb with poured pitch pocket and cap curb with like metal.

• Install interior panel closure strips as required.

• Install new ridge cap extending beneath existing roof panels.

• Repair the existing gutter system and line with waterproofing sheet.

• Install new gutters and downspouts throughout.

• Install small curb around pipe and install new pipe boot on top of curb.

• Provide demolition and incidental work necessary to complete the roof repair scope.

Refer to the Roof Inspection Report issued with Addendum No. 1 for additional information regarding existing roof conditions.

F. Alternate No. 6 - New 14'-0" X 36'-0" Canopy and Foundation; Construction of the new 14'-0" x 36'-0" canopy shown on B-6 and the associated canopy foundation shown on Sheet S1. Alternate No. 6 shall include:

• New canopy structure, framing, columns, roofing, trim, and accessories.

• Foundations and footings shown on the structural drawings.

• Connections to the existing building and associated flashing, sealants, and finishes.

• All work required for a complete canopy installation while maintaining the minimum

14-foot unobstructed vertical clearance for emergency vehicle passage indicated on the drawings.

Base Bid shall include: demolition and removal of the existing canopy. Demolition of the existing canopy is not part of Alternate No. 6.

G. Alternate No. 7 - Mechanical Equipment Replacement; Replacement of existing mechanical equipment identified for replacement on Sheets M-2, M-3, and M-4, except equipment replacement or modification that is required as a direct result of the revised building layout or renovation, including equipment serving the cultural arts area and

012300 - 3 reception addition. Alternate shall include: replacement of the existing units otherwise indicated for replacement on Sheets M-2, M-3, and M-4, including associated controls, electrical connections, refrigerant piping, duct transitions, curbs, supports, condensate work, testing, and incidental work required for complete installations.

Base Bid mechanical service work for existing units to remain shall include:

• Replace filters.

• Insulate exposed or deteriorated refrigerant lines.

• Seal penetrations associated with existing mechanical systems.

• Provide work required to reconnect or maintain existing equipment affected by the renovation.

• Verify operation of existing equipment to remain and notify the Designer of equipment found to be non-operational. Replacement of failed equipment is not included in the Base Bid unless specifically required by the Contract Documents or directed by written modification.

H. Alternate No. 8: Gym Equipment & Improvements as per specifications, as follows:

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Sport Court Carolina, Inc. DBA CourtsRus

589 Lockwood Folly Rd SE • Bolivia, NC 28422-7833 • Phone: 704-926-4072 SC Contractor License CLG 122093 • NC Contractors License #109381 • Sourcewell # 031022-GER - #050924-JAY

Thomas Gillespie -Nash County Park & Rec Phone: 252-462-2685 Cell: +12523823400

Proposal From CourtsRUs

Your Sport, Our Court. Since 1974.

We propose to furnish and install the following:

REV B Design 7/6/26 Budget for a 74' X 104’ Gym +- 7,700 SF

New Basketball hoops

New Athletic Flooring

New Bleachers & Player Benches

New Wall pads

New Scoreboards

Response Maple Modular Sports Floor New floor for the entire gym

120 W Washington St.

Nashville, NC 27856

Job Address:

969 Old White Oak Rd.

Nashville, NC 27856

Print Date: 8-3-2026

Items Description Qty/Unit

Freight Freight Estimate Good for 6 Days 1 ea

1" toe BLK Rubber Wall BASE 4' Long 75046

1" toe BLK Rubber Wall BASE 4' Long 75046 90 EA

1" Toe BLK Wall Base Outside 1" Toe BLK Wall Base Outside corner 75048 10 EA

8/3/26, 11:14 AM Proposal Print

Sport Court Carolina, Inc. DBA CourtsRus

589 Lockwood Folly Rd SE • Bolivia, NC 28422-7833 • Phone: 704-926-4072 SC Contractor License CLG 122093 • NC Contractors License #109381 • Sourcewell # 031022-GER - #050924-JAY

Jonathan Boone - Deputy County Manager Phone: 252-459-9800

Nash County White Oak Gym Rev 5

120 W Washington St. Suite 3072 Nashville, NC 27856

Job Address:

969 Old White Oak Rd.

Nashville, NC 27856

Print Date: 9-8-2026

9/8/26, 9:13 AM Proposal Print

Response Maple Modular Sports Floor New floor for the entire gym

Items Description Qty/Unit

Freight Freight Estimate Good for 6 Days 1 ea

1" toe BLK Rubber Wall BASE 4' Long 75046

1" toe BLK Rubber Wall BASE 4' Long 75046 90 EA

1" Toe BLK Wall Base Outside corner 75048

1" Toe BLK Wall Base Outside corner 75048 10 EA

2mm rubber 4' x50' 2mm Rubber Underlayment 4' x 50' Roll 39

ROLLS

Items Description Qty/Unit

Door Track 10 ft Metal 77554 Aluminum Security Edge 10' pc. 77450 5 each

Paint, Primer, tape High Solid SW 2 Part Paint, tape & Primer 3 EA

Response Maple (non HR) Response Maple (non HR) 7,740 SF

Labor - Door Transistion EACH Install Door Transition 6 ea

Labor - Paint Volleyball Paint Volleyball Lines 1 each

Labor - Paint Main BB Paint BB Lines 3 EA.

Labor - Court Install Modular Floor 7,740 SF

FLOOR PREP FLOOR PREP LABOR/ INCLUDES FLOOR BUFFER. 1 DAY

Paint Lines for Pickleball Paint Game Lines for Pickleball 2 EA

6, 9:13 AM Proposal Print

Response Maple Modular Sports Floor T

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2 Main Court Ceiling Mounted Basketball Backstops & 6 Portable Hoops 2 Ceiling Mount Basketball Hoop 26' AFF, 6 Bison Playtime Portable Hoops

Telescoping Bleachers & Players Benches

Items Description Qty/Unit

2mm rubber 4' x50' 2mm Rubber Underlayment 4' x 50' Roll 39

ROLLS

Door Track 10 ft Metal 77554 Aluminum Security Edge 10' pc. 77450 5 each

Paint, Primer, tape High Solid SW 2 Part Paint, tape & Primer 3 EA

Response Maple (non HR) Response Maple (non HR) 7,740 SF

Labor - Door Transistion EACH Install Door Transition 6 ea

Labor - Paint Volleyball Paint Volleyball Lines 1 each

Labor - Paint Main BB Paint BB Lines 3 EA.

Labor - Court Install Modular Floor 7,740 SF

FLOOR PREP FLOOR PREP LABOR/ INCLUDES FLOOR BUFFER. 1 DAY

Paint Lines for Pickleball Paint Game Lines for Pickleball 2 EA

Response Maple Modular Sports Floor Total: $97,156.02

Items Description Qty/Unit

1 Gang Plate w/ 1 Key Switch KS-13 1 Gang Plate w/ 1 Key Switch 2 ea

Ceiling Hung Basketball Hoop J849-2206 Front Fold Front Braced Ceiling Hung 25' or less ceiling height. Direct Attached to building span 6' or less.

2 each

GBA-642 CONTENDER PRO

BREAKAWAY GOAL

GBA-642 CONTENDER PRO BREAKAWAY GOAL 2 EA

GRUB-42 42" x 72" Non Breakable Glass Backboard

42" x 72" Non Breakable Glass Backboard 2 EA

MBBP-6XX 72" SAFE-PRO EDGE

PAD SPECIFY COLOR

MBBP-6XX 72" SAFE-PRO EDGE PAD SPECIFY COLOR 2 EA

Labor - Installation Installation Labor 2) Ceiling Hoop & 6) Portables 8 each

BISON BA803 PLAYTIME

INDOOR HOOP

BISON BA803 PLAYTIME INDOOR HOOP 330 LBS. 6 EA

SEHA-800 Steel Electric Height Adjuster

Steel Electric Height Adjuster Assembly 2 ea

TW-2000-1 Direct Drive Backstop Winch

TW-2000-1 Direct Drive Backstop Winch 2 EA

PL-1000 Posilok Backstop Safety Strap

Posilok Backstop Safety Strap 2 EA

2 Main Court Ceiling Mounted Basketball Backstops & 6 Portable Hoops Total: $54,979.08

8/3/26, 11:14 AM Proposal Print

2 Main Court Ceiling Mounted Basketball Backstops & 6 Portable Hoops 2 Ceiling Mount Basketball Hoop 26' AFF, 6 Bison Playtime Portable Hoops

Telescoping Bleachers & Players Benches 2 Banks of 6 Row Bleachers 1@20 & 1@40' Electric Operation. 6 ADA Seats.

Items Description Qty/Unit

1 Gang Plate w/ 1 Key Switch KS-13 1 Gang Plate w/ 1 Key Switch 2 ea

Ceiling Hung Basketball Hoop J849-2206 Front Fold Front Braced Ceiling Hung 25' or less ceiling height. Direct Attached to building span 6' or less.

2 each

GBA-642 CONTENDER PRO

BREAKAWAY GOAL

GBA-642 CONTENDER PRO BREAKAWAY GOAL 2 EA

GRUB-42 42" x 72" Non Breakable Glass Backboard

42" x 72" Non Breakable Glass Backboard 2 EA

MBBP-6XX 72" SAFE-PRO EDGE

PAD SPECIFY COLOR

MBBP-6XX 72" SAFE-PRO EDGE PAD SPECIFY COLOR 2 EA

Labor - Installation Installation Labor 2) Ceiling Hoop & 6) Portables 8 each

BISON BA803 PLAYTIME

INDOOR HOOP

BISON BA803 PLAYTIME INDOOR HOOP 330 LBS. 6 EA

SEHA-800 Steel Electric Height Adjuster

Steel Electric Height Adjuster Assembly 2 ea

TW-2000-1 Direct Drive Backstop Winch

TW-2000-1 Direct Drive Backstop Winch 2 EA

PL-1000 Posilok Backstop Safety Strap

Posilok Backstop Safety Strap 2 EA

2 Main Court Ceiling Mounted Basketball Backstops & 6 Portable Hoops Total: $54,979.08

Scoreboards

Items Description Qty/Unit

Bleachers - Retractable Retractable Bleachers, 3 sections 3@20', 1@+-13'6"- 6 row, electric operation. 165 SEATS PLUS 6 ADA cut outs. WEIGHT 6742 Lbs.

60 LF

Labor - Installation Installation Labor 160 Hr

Freight Cost Freight Cost Estimate - PrePay and Add 1 ea

Player Bench No Back Aluminum player bench 7.5' no back. surface mount or portable. 6 Ea

Telescoping Bleachers & Players Benches Total: $70,050.00

Items Description Qty/Unit

Electro-Mech Scoreboard LX-

LX2350 Scoreboard 9FT x 3FT Includes Control Console, Hanging Brackets, Choice of 18 colors. 5 Year Manufacturers warranty.

2 EA

Labor - Installation Installation Labor 40 Hr

Scoreboards Total: $21,060.00

6, 9:13 AM Proposal Print

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2 Banks of 6 Row Bleachers 1@20 & 1@40' Electric Operation. 6 ADA Seats.

Scoreboards

Wall Pads Wall Pads

Demo Existing Hoops & Flooring

Items Description Qty/Unit

Bleachers - Retractable Retractable Bleachers, 3 sections 3@20', 1@+-13'6"- 6 row, electric operation. 165 SEATS PLUS 6 ADA cut outs. WEIGHT 6742 Lbs.

60 LF

Labor - Installation Installation Labor 160 Hr

Freight Cost Freight Cost Estimate - PrePay and Add 1 ea

Player Bench No Back Aluminum player bench 7.5' no back. surface mount or portable. 6 Ea

Telescoping Bleachers & Players Benches Total: $70,050.00

Items Description Qty/Unit

Electro-Mech Scoreboard LX-

LX2350 Scoreboard 9FT x 3FT Includes Control Console, Hanging Brackets, Choice of 18 colors. 5 Year Manufacturers warranty.

2 EA

Labor - Installation Installation Labor 40 Hr

Scoreboards Total: $21,060.00

Items Description Qty/Unit

Wall Pad Cut-Out Wall Pad Cut-Out WM-4 4 Each

Labor - Installation Installation Labor 24 Hr

JWP-AI-26 Class A Wall Pad 2x6

LIP

JWP-AI-26 Class A Wall Pad 2x6 LIP 30 EA

JWP2S-AI-46 Corner 2" Impact.FR Wall Pad 4x6 Lip 8 Ea

Wall Pads Total: $15,140.00

Items Description Qty/Unit

Demo - Floor Removal Demo floor with powerdrive scraper & Grinder to remove adhesive. 7,700 SF

3/26, 11:14 AM Proposal Print Wall Pads Wall Pads

Demo Existing Hoops & Flooring

Items Description Qty/Unit

Wall Pad Cut-Out Wall Pad Cut-Out WM-4 4 Each

Labor - Installation Installation Labor 24 Hr

JWP-AI-26 Class A Wall Pad 2x6

LIP

JWP-AI-26 Class A Wall Pad 2x6 LIP 30 EA

JWP2S-AI-46 Corner 2" Impact.FR Wall Pad 4x6 Lip 8 Ea

Wall Pads Total: $15,140.00

Items Description Qty/Unit

Demo - Floor Removal Demo floor with powerdrive scraper & Grinder to remove adhesive. 7,700 SF

Equipment Charge Tools & Equipment Charges 1 ea

Demo - Labor Demo the existing BB hoops and dispose off site. 2 EA

Dump Fees/Dumpster 20 yrd Dumpster & disposal fees 1 ea

Demo Existing Hoops & Flooring Total: $33,550.00

FC-680 Fold Up Gym Divider

Items Description Qty/Unit

1 Gang Plate w/ 1 Key Switch KS-13 1 Gang Plate w/ 1 Key Switch 1 ea

Labor - Installation Installation Labor Ceiling Hoop or Divider Curtain 1 each

CTN-SPAN-06 Spanning Curtain Structure

CTN-SPAN-06 Spanning Curtain Structure 8 EA

FC-680-5520 FOLD UP CURTAIN FC-680-5520 FOLD UP CURTAIN 55' WIDE X 20' ATTACHMENT, 8' VINYL BALANCE MESH. 1 EA

CTN-DROP-08 Drop Curtain Structure <08' 50 EA

CTN-Motormast-08 Curtain Motor Mast For Winch Dropped <08 1 EA

FC-680 Fold Up Gym Divider Total: $14,603.06

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FC-680 Fold Up Gym Divider FC-680 Fold Up Gym Divider

Volleyball Equipment Volleyball Equipment

Items Description Qty/Unit

1 Gang Plate w/ 1 Key Switch KS-13 1 Gang Plate w/ 1 Key Switch 1 ea

Labor - Installation Installation Labor Ceiling Hoop or Divider Curtain 1 each

CTN-SPAN-06 Spanning Curtain Structure

CTN-SPAN-06 Spanning Curtain Structure 8 EA

FC-680-5520 FOLD UP CURTAIN FC-680-5520 FOLD UP CURTAIN 55' WIDE X 20' ATTACHMENT, 8' VINYL BALANCE MESH. 1 EA

CTN-DROP-08 Drop Curtain Structure <08' 50 EA

CTN-Motormast-08 Curtain Motor Mast For Winch Dropped <08 1 EA

FC-680 Fold Up Gym Divider Total: $14,603.06

Items Description Qty/Unit

Labor - Installation Installation Labor- Volleyball Equipment 1 EA

PVB-1350 Volleyball - Multi- Sport Net System 3.5"

PVB-1350 Volleyball - Multi-Sport Net System 3.5" 1 EA

VA-22 VOLLEYBALL BOUNDRY

TAPE

VA-22 VOLLEYBALL BOUNDRY TAPE 1 EA

VBT VOLLEYBALL POST

TRANSPORTER

VBT VOLLEYBALL POST TRANSPORTER 1 EA

VBWR-1 VOLLEYBALL STORAGE

WALL RACK

VBWR-1 VOLLEYBALL STORAGE WALL RACK 1 EA

Volleyball Cover Plate - Set of 2 Volleyball cover plate 8" OD Brass 6432 Gared for Tile floor. 2 ea

VRS-6000 Folding Ref Stand VRS-6000 Folding Ref Stand 1 ea

VRS-60P Folding Referee Stand Pad VRS-6000 Only

VRS-60P Folding Referee Stand Pad VRS-6000 Only 1 EA.

8/3/26, 11:14 AM Proposal Print

Volleyball Equipment Volleyball Equipment

Pickleball Equipment Pickleball Equipment

Items Description Qty/Unit

Labor - Installation Installation Labor- Volleyball Equipment 1 EA

PVB-1350 Volleyball - Multi- Sport Net System 3.5"

PVB-1350 Volleyball - Multi-Sport Net System 3.5" 1 EA

VA-22 VOLLEYBALL BOUNDRY

TAPE

VA-22 VOLLEYBALL BOUNDRY TAPE 1 EA

VBT VOLLEYBALL POST

TRANSPORTER

VBT VOLLEYBALL POST TRANSPORTER 1 EA

VBWR-1 VOLLEYBALL STORAGE

WALL RACK

VBWR-1 VOLLEYBALL STORAGE WALL RACK 1 EA

Volleyball Cover Plate - Set of 2 Volleyball cover plate 8" OD Brass 6432 Gared for Tile floor. 2 ea

VRS-6000 Folding Ref Stand VRS-6000 Folding Ref Stand 1 ea

VRS-60P Folding Referee Stand Pad VRS-6000 Only

VRS-60P Folding Referee Stand Pad VRS-6000 Only 1 EA.

Core Drill Concrete Core Drill hole in 4" thick Concrete floor & install ground sleeves. pair 2 EA

Volleyball Equipment Total: $7,645.99

Items Description Qty/Unit

Freight Cost Freight Cost Estimate - PrePay and Add 1 ea

Dominator PB-Max Portable Pickleball Net System

Portable Pickleball Net System 2 EA

Pickleball Equipment Total: $5,550.00

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END OF SECTION 012300