Shop Warehouse

COLQUITT COUNTY BOARD OF COMMISSIONERS
101 East Central Avenue
DENVER F. BRASWELL CHARLES H. CANNON, IV
Chairman County Administrator
BARBARA JELKS 229-616-7404
District 1 Commissioner MELISSA E. LAWSON
CHRIS HUNNICUTT
County Clerk
District 2 Commissioner 229-616-7409
MARC DEMOTT
LESTER CASTELLOW
District 3 Commissioner
County Attorney
MIKE BOYD
Post Office Box 190
District 4 Commissioner Post Office Box 517 Moultrie, Georgia 31776-0190
PAUL NAGY Moultrie, Georgia 31776-0517 229-985-1213
Phone 229-616-7400
District 5 Commissioner
Facsimile 229-616-7018
JOHNNY HARDIN
www.colquittcountyga.gov
District 6 Commissioner
October 1, 2026
INVITATION TO BID
RE: Shop Warehouse
COLQUITT COUNTY is accepting sealed bids for the erection of a Shop Warehouse at the
Colquit t Count y Shop.
All potential bidders MUST attend a mandatory pre-bid meeting on October 20 at 10:00 am.
The pre-bid meeting will be at the Shop at 2020 County Farm Rd., Moultrie, GA.
The bid packet is available at the Purchasing office at the Colquitt County Annex, 101 East
Central Ave, room 206 or can be accessed on the Colquitt County web site at
www.colquittcountyga.gov/departments/purchasing and refer to the Bid and RFP List to download
this packet.
Sealed bids will be accepted in the office of the County Purchasing Agent, 101 East Central
Avenue, Suite 206, Moultrie GA 31768 (PO Box 517, Moultrie GA 31776-0517), until Monday,
November 2, 2026 at 10:00 a.m. at which time they will be publicly opened and read aloud. Bids
must be in a sealed envelope plainly marked in the lower left corner "Shop Warehouse". It is
the bidder's responsibility to have all bids turned in by the called time. No bids will be accepted
after the called time. No bids may be withdrawn for a period of thirty (30) days after the called
time. The Colquitt County Board of Commissioners reserves the right to accept or reject any or all
bids and to waive any and all formalities.
Any and all questions are to be directed to:
Lena Mercer, County Purchasing Agent at 229-616- 7087 lena.mercer@colquittcountyga.gov
Mac Lawson at 229-616-7469 mac.lawson@colquittcountyga.gov.
Thank you for your interest in doing business with Colquitt County.
Sincerely,
Lena Mercer
Purchasing Agent

Colquitt County Shop Warehouse
Scope of Work
Specifications are as follows:
1. Metal structure - 50' X 100'
2. 50' X 50' X 18' eave height, insulated and enclosed
50' X 50' X 18' eave height, open bay area with 8'H 9-gauge chain link fencing, one 12' wide gate,
and one 6 ft. wide gate
3. Minimum 26-gauge roof and siding
4. 3/12 pitch
5. Die-formed ridge cap
6. Structures to be clear span
7. Divider wall to roof line and sheeted on both sides with 26-gauge R-panel and 36" personnel door
8. Minimum 6" slab
9. Two 14'H X 14'W commercial grade roll up doors, Two 36" personnel doors
10. Gutter and downspouts with concrete splash guards
11. Provide specifications for columns, framework, trusses, and piers
12. Concrete aprons to be installed at every entrance
13. All steel construction
14. Concrete to be rated for forklift traffic and warehouse storage
15. Provide shop drawings with bid with slab details
16. Colors to be selected by Maintenance Superintendent after bid approval and with submittals
17. Install any flashing required to tie into existing building
18. Use documents provided to erect metal structure
19. Metal building must meet or exceed local codes for commercial metal buildings
20. Any materials or equipment needed will be the responsibility of the contractor
21. Must provide warranty details
22. Submittals must be provided after bid is awarded, then approved by the Maintenance
Superintendent before work commences
23. Must abide by OSHA guidelines concerning installation and safety
24. Any and all permits will be the responsibility of the contractor
25. Present proof of 5 previous jobs of the same scope
26. Must have 5 years of experience
27. Disposal of any debris shall be the responsibility of the contractor. Perform disposal in manner
complying with all applicable federal, state, and local regulations
28. All material must be installed according to the manufacturer's specifications
29. Locates will be the responsibility of the contractor
30. Mandatory site pre-bid visit required to participate in bid process
31. ADD 10% CONTINGENCY TO BID FOR OWNER USE ONLY
32. Old structure and slab will be removed by owner
Requirements:
* Workers comp
* E-verify
* Licensed and insured
* Bid, Performance, & Payment bond required
* Minimum 5 years of experience installing metal building systems
* Must clear background check

SECTION 13121
PRE-ENGINEERED METAL BUILDINGS
PART 1.0 - GENERAL
1.1 SECTION INCLUDES
A. Structural steel main building frames and secondary framing including purlins and girts,
engineered and fabricated by the building systems supplier.
B. Uninsulated steel wall and roof system including soffits, gutters and downspouts.
1.2 REFERENCES
A. AISI - Specification for the Design of Cold-Formed Steel Structural Members - Latest edition.
B. AISC - Specification for Structural Steel Buildings - Latest edition.
C. AISC - Steel Design Guide Series 3 - Serviceability Design Considerations for Low-Rise Buildings.
D. AWS D1.1- Structural Welding Code - Steel.
E. AWS D1.3 - Structural Welding Code - Sheet Steel.
F. MBMA Low Rise Building Systems Manual - Latest edition.
G. SSPC (Steel Structures Painting Council) - SP-2 - Specification for Hand Tool Cleaning.
1.3 SYSTEM DESCRIPTION
A. Clear span rigid frame.
B. 18'-0" minimum clearance at eave.
C. Bay spacing as shown on drawings.
D. Primary Framing: Rigid frame of rafter beams and columns, end wall columns, and wind X-
bracing.
E. Secondary Framing: Purlins, girts, eave struts, flange bracing, and other items detailed.
F. Lateral Bracing: Horizontal loads not resisted by main frame action shall be resisted by rod and/or
cable x-bracing in the sidewall and in the end wall. Cable and/or rod x-bracing in the roof.
G. Wall and Roof System: Preformed steel panels, and accessory components.
H. Roof Slope 3 in 12.
1.4 DESIGN REQUIREMENTS
A. The building shall be designed by the manufacturer as a complete system. All components of the
system shall be supplied by the same manufacturer.
B. Design Code: All design loads shall be proportioned and applied in accordance with the
International Building Code 2012 Edition with Georgia State Amendments.
C. Dead Loads: The dead load shall be the weight of the Metal Building System as determined by
the system manufacturer.
D. Collateral Loads: The collateral loads shall be 4 psf or as shown on the contract drawings.
Collateral loads shall not be applied to the roof panels.

E. Deflection requirements shall be in accordance with the applicable provisions of the AISC Steel
Design Guide Series 3 - Serviceability Design Considerations for Low- Rise Buildings and the
specified building code.
C. Assembly to permit movement of components without buckling, failure of joint seals, undue
stress on fasteners or other detrimental effects, when subject to temperature range of 100
degrees F.
1.5 SUBMITTALS
A. All manufacturer's drawings and design calculations shall bear the professional seal and signature
of a licensed professional engineer registered in the State of Georgia.
B. Submit anchor bolt placement plan, base plate details, and maximum column design reactions in
advance of erection drawings.
C. Product Data: Provide data on profiles, component dimensions, fasteners, and color selection.
D. Manufacturer's Installation Instructions: Indicate preparation requirements and assembly
sequence.
E. Shop or Erection Drawings: Indicate assembly dimensions, locations of structural members,
connections, attachments, openings, cambers, loads, wall and roof system dimensions, panel
layout, general construction details, anchorages and method of anchorage, framing and anchor
bolt wettings, sizes and locations from datum, and indicate field welded connections with AWS
A2.4 welding symbols and net weld length.
1.6 QUALITY ASSURANCE
A. Fabricate structural steel members in accordance with MBMA Low Rise Building Systems Manual,
and, for items not covered, AISC - Specification for Structural Steel for Buildings.
1.7 QUALIFICATIONS
A. Manufacturer: The company manufacturing the products specified in this Section shall have a
minimum of 10 years' experience in the manufacture of steel building systems. The metal building
systems manufacturer shall be accredited under the International Accreditation Service,
"Accreditation Criteria for Inspection Programs for Manufacturers of Metal Building Systems
(AC472)."
B. Structural framing and covering shall be the design of a licensed Professional Engineer
experienced in design of this work.
C. Erector shall have specialized experience in the erection of steel building systems for a period of
at least 5 years.
1.8 FIELD MEASUREMENTS
A. Metal building contractor shall verify that field measurements are as indicated on contract
drawings.
1.9 WARRANTY
A. Building manufacturer shall provide manufacturer's standard material warranty.
B. Metal building contractor shall provide a workmanship warranty of 20 years.

1.10 ADMINISTRATION
A. All nomenclature shall conform to the MBMA Low Rise Building Systems Manual.
B. Coordination and administration of the work shall be in accordance with the MBMA Low Rise
Building Systems Manual - Common Industry Practices.
PART 2 PRODUCTS
2.1 MATERIALS
Basic Materials: Except as otherwise specified or indicated on the Drawings, building components and
assemblies shall be fabricated from the following applicable materials as required to produce units
conforming to the design and types of fabrications required for the building.
1. Structural Steel Members: ASTM A36, A529 or A572 except as otherwise indicated.
2. Cold-Rolled Structural Steel: ASTM A446, Grade A except higher strength grade if needed to
comply with design criteria.
3. Cold-Formed Structural Steel: ASTM A1011 SS GR 55.
4. Structural Steel Tubing: ASTM A500, Grade B or A501.
5. Steel Plate and Bar Stock: ASTM A529 or A572.
6. Steel Pipe: ASTM A53, type and weight as required, Grade B.
7. Anchor Bolts and Tie Rods: ASTM A36 or A675, Grade 70.
8. Clevises, Turnbuckles, and Sleeve Nuts: Similar to those shown in Part 4 of the AISC Manual.
The safe working loads shall be adequate for the building furnished.
9. High Strength Bolts: ASTM A325.
10. Common (Standard) Bolts: ASTM A307.
2.2 MATERIALS - ROOF SYSTEM
A. R-panel Roofing: Minimum 26 gauge
B. Closures: Manufacturer's standard type.
C. Fasteners: Manufacturer's standard type, finish to match adjacent surfaces when exterior
exposed. Size to maintain load and weather tightness requirements.
D. Sealant: Manufacturer's standard type.
E. Exterior Surfaces of Roof Panels: Precoated steel finish as selected from manufacturer's standard
range.
F. Interior Surfaces of Roof Panels: Precoated steel as selected from manufacturer's standard
range.
2.3 MATERIALS - WALL SYSTEMS
A. Siding: Minimum 26 gauge lapped edges.
B Closures: Manufacturer's standard type.
C. Fasteners: Manufacturer's standard type, finish to match adjacent surfaces when exterior
exposed. Size to maintain load and weather tightness requirements.
D. Exterior Surfaces of Wall Panels: Precoated steel finish as selected from manufacturer's standard
range.
H. Interior Surfaces of Wall Panels: Precoated steel of finish as selected from manufacturer's
standard range.

2.4 MATERIALS - TRIM
A. Flashings, Internal and External Corners, Closure Pieces, Fascia, Infills, Caps: Same material and
finish as adjacent material, profile to suit system.
2.5 FABRICATION - PRIMARY FRAMING
A. Framing Members: Clean in accordance with SSPC-SP2, prepare, and coat with building
manufacturer's standard primer.
B. Hot rolled members shall be fabricated in accordance with AISC Specification for pipe, tube, and
rolled structural shapes.
C. Fabricate built-up members in accordance with MBMA Low Rise Building Systems Manual,
Common Industry Practices.
2.6 FABRICATION - WALL AND ROOF FRAMING
A. Framing Members: Clean in accordance with SSPC-SP2, prepare, and coat with building
manufacturer's standard primer.
B. Cold Formed Members: Cold formed structural shapes shall be fabricated in accordance with
MBMA Low Rise Building Systems Manual, Common Industry Practices.
2.7 FABRICATION - GUTTERS AND DOWNSPOUTS
A. Form gutters and downspouts of manufacturer's standard profile and size to collect and remove
water. Fabricate with connection pieces.
B. Form sections in maximum possible lengths. Hem exposed edges. Allow for expansion at joints.
C. Fabricate gutter support straps of manufacturer's standard material and finish.
D. Fabricate downspout support straps of manufacturer's standard material. Finish color as selected.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that foundation, floor slab, mechanical and electrical utilities, and placed anchors are in
correct position.
B. Provide access to the work as scheduled for owner provided inspections, if required. The cost of
any required inspections is the responsibility of the owner.
3.2 ERECTION - FRAMING
A. Erect framing in accordance with MBMA Low Rise Building Systems Manual, Common Industry
Practices.
B. The erector shall furnish temporary guys and bracing where needed for squaring, plumbing, and
securing the structural framing against loads, such as wind loads acting on the exposed framing
and seismic forces, as well as loads due to erection equipment and erection operation, but not
including loads resulting from the performance of work by others. Bracing furnished by the
manufacturer for the metal building system cannot be assumed to be adequate during erection.
The temporary guys, braces, falseworks and cribbing are the property of the erector, and the
erector shall remove them immediately upon completion of erection.

C. Do not field cut or alter structural members without approval of the metal building manufacturer.
D. After erection, prime welds, abrasions, and surfaces not shop primed.
3.3 ERECTION - WALL AND ROOFING SYSTEMS
A. Install in accordance with manufacturer's instructions.
B. Exercise care when cutting prefinished material to ensure cuttings do not remain on finish surface.
C. Fasten cladding system to structural supports, aligned level and plumb.
3.4 ERECTION - GUTTER AND DOWNSPOUT
A. Install gutters and downspouts in strict accordance with manufacturer's instructions.
B. Install splash pads as necessary.
3.5 TOLERANCES
A. All work shall be performed in a workmanlike manner.
B. Install Framing in accordance with MBMA Low Rise Building Systems Manual, Common Industry
Practices.
END OF SECTION 13121

Colquitt County Government
Shop Warehouse
Bid sheet
Bid on materials and labor for Shop Warehouse $
We can begin (approximately)
DATE
Should be complete
DATE
E-Verify Company ID Number Have you included Proof of the following items:
Licensed and insured
Must provide proof of workers comp
Must clear background check
Vendor Information
AUTHORIZED PERSON
SIGNATURE AND TITLE
COMPANY NAME
MAILING ADDRESS
CONTACT PERSON
EMAIL ADDRESS
DATE AND TELEPHONE NUMBER

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CONSTRUCTION PLANS
FOR
COLQUITT COUNTY
MAINTENANCE SHOP WAREHOUSE
MOULTRIE, COLQUITT COUNTY, GEORGIA
LAND LOT 260 LAND DISTRICT 8TH
08/10/2026
Sheet List Table
Sheet Number Sheet Title
-- COVER
1 EXISTING CONDITIONS
2 DEMOLITION PLAN
3 LAYOUT PLAN
4 GRADING & DRAINAGE PLAN
SITE
5 DETAILS I
LOCATION MAP
PREPARED BY:
!
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Engineering & Surveying
PHONE:229-249-9113 - www.innovatees.com
2214 N. Patterson Street, Valdosta, GA 31602
PROJECT NUMBER
1996

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