Active SLED Opportunity · GEORGIA · GLYNN COUNTY
AI Summary
Glynn County, GA seeks bids for roof restoration of Magistrate Courthouse using GARLAND LIQUID-TEC system. Project includes roof repairs, insulation replacement, and fluid applied coatings with a 15-year warranty. Pre-qualification required. Bid due May 13, 2026.
The Board of Commissioners of Glynn County, Georgia (“the Owner”) seeks proposals from interested qualified firms to provide the roof restoration of our Magistrate Courthouse. The existing roof material modified bituminous membrane. Will require the GARLAND fluid applied roofing restoration system LIQUID-TEC as per scope of work.
The Glynn County Magistrate Court located at 701 H Street Brunswick, Georgia. Magistrate Courthouse is an operational 5 days a week processing hundreds of cases each week. The courthouse was built in the early 2000's. Roof has been repaired a few times but not replaced. Making it 25 years of age.
| Event | Date | Location |
|---|---|---|
| Pre-Qualification Packet Submission Deadline | 2026-05-06T21:00:00.000Z | Prequalification packets must be submitted by April 27, 2026, at 5:00PM to Maria Nikki Thompson either in person at the Glynn County Finance Office (1725 Reynolds Street Brunswick, GA 31520) or by e-mail maria.thompson@glynncounty-ga.gov. |
Due to a forthcoming addendum modifying the scope of work, the timeline for this project will be modified, which will include rescheduling the pre-bid meeting scheduled for today at 10:30am to April 30th, 2026 at 1:00PM.
Please use the See What Changed link to view all the changes made by this addendum.
Where used in the project manual, the following words and terms shall have the meanings indicated. The meanings shall be applicable to the singular, plural, masculine and feminine of the words and terms.
Acceptance. Formal action of the Owner in determining that the Contractor's work has been completed in accordance with the contract and in notifying the Contractor in writing of the acceptability of the work.
Act of God. A cataclysmic phenomenon of nature, such as a hurricane, earthquake, or abnormal flood. Rain, wind, high water, or other natural phenomenon which might reasonably have been anticipated from historical records of the general locality of the work shall not be construed as acts of God.
Addenda. Supplemental written specifications or drawings issued prior to execution of the contract which modify or interpret the project manual by addition, deletion, clarification, or corrections.
Bid. Offer of a bidder submitted on the prescribed form setting forth the price or prices of the work to be performed.
Bidder. Individual, partnership, corporation, or a combination thereof, including joint ventures, offering a bid to perform the work.
Contract. The writings and drawings embodying the legally binding obligations between the Owner and the Contractor for completion of the work; Contract Documents attached to the Contract and made a part thereof as provided herein.
Contract Documents. The Contract, Addenda (which pertain to the Contract Documents), Contractor’s Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award), the Notice to Proceed, the Bonds, these General Conditions, the Special Conditions, the Specifications and Drawings, together with all Written Amendments, Change Orders, Work Change directives, Field Orders, and Drawing submittals. GLYNN COUNTY WILL NOT ENTERTAIN OR ACCEPT ANY CHANGES TO THE CONTRACT FORMAT PROVIDED
Contract Drawings. The drawings which show the scope, extent, and character of the work to be furnished and performed by the Contractor and which have been prepared and reviewed by the Engineer/Architect/Architect and are referred to in the Contract Documents.
Contract Price. Amount payable to the Contractor under the terms and conditions of the contract. Based on the price given on the bidding schedule, with adjustments made in accordance with the contract. The base amount given in the bidding schedule shall be either a lump sum bid or the summation of the unit price bids multiplied by the estimated quantities set forth in the bid form.
Contract Time. Number of calendar days stated in the contract for the completion of the work or portions thereof.
Contractor. The individual, partnership, corporation, or combination thereof, including joint ventures that enter into the contract with the Owner for the performance of the work. The term covers subcontractors, equipment and material suppliers, and their employees.
Contractor's Plant and Equipment. Equipment, material, supplies, and all other items, except labor, brought onto the site by the Contractor to carry out the work, but not to be incorporated in the work. The Owner will make available to the Contractor, for his plant, equipment and storage, only the area indicated on the Site Plan within the limits of the work. The Contractor shall confine his operations to his allotted areas to avoid interference with the Building's normal and continued operation. The Contractor's and subcontractor's personnel shall not be permitted to park their cars on Owner's property except in the area designated for construction. The General Contractor shall see that this restriction is enforced.
Contract Technical Representative. The day-to-day County Representative designated by the Owner.
County. Owner.
Day. Calendar day.
Defective. An adjective which when modifying the word “work” refers to work, including but not limited to the furnishing of materials, that is unsatisfactory, faulty, deficient, or performed in a non-workmanlike manner, in that it does not conform to or meet the requirements of the Contract, any inspection, reference standard, test or approval referred to in the Contract, or has been damaged prior to a recommendation of final payment. Direct. Action of the Owner by which the Contractor is ordered to perform or refrain from performing work under the contract.
Directive. Written documentation of the actions of the Engineer/Architect/Architect or the Owner in directing the Contractor.
Engineer/Architect/Architect. Whenever the word “Engineer/Architect” and/or “Architect” is used in the contract, it shall be understood as referring to the Engineer/Architect/Architect of the Owner, or such other Engineer/Architect/Architect, supervisor, or inspector as may be authorized by the Owner to act in any particular area of the Contract.
Equipment. Mechanical, electrical, instrumentation, or other device with one or more moving parts, or devices requiring an electrical, pneumatic, electronic, or hydraulic connection.
Furnish. To deliver to the job site or other specified location any item, equipment, or material.
Herein. Refers to information presented in the project manual.
Holidays. Legal holidays designated by the Owner.
Install. Placing, erecting, or constructing complete in place any item, equipment, or material.
May. Refers to permissive actions.
Owner. Glynn County Board of Commissioners, Brunswick, Georgia.
Person. The term, person, includes firms, companies, corporations, partnerships, and joint ventures.
Project. The undertaking to be performed under the provisions of the contract.
Project Manual. Those contact documents prepared for bidding and as amended by addenda.
Provide. Furnish and install, complete in place.
Punch List. List of incomplete items of work and of items of work which are not in conformance with the contract. The list will be prepared by the Engineer/Architect when the Contractor (1) notifies the Engineer/Architect in writing that the work has been completed in accordance with the contract and (2) requests in writing that the Owner accept the work.
Shall. Refers to actions by either the Contractor or the Owner and means the Contractor or Owner has entered into a covenant with the other party to do or perform the action.
Shown. Refers to information presented on the drawings, with or without reference to the drawings.
Specifications. That part of the contract documents consisting of written descriptions of the technical features of materials, equipment, construction system, standards, and workmanship. Titles of sections and paragraphs in these contract documents are introduced merely for convenience and shall not be taken as a complete segregation of the various units of materials and labor.
Specify. Refers to information described, shown, noted, or presented in any manner in any part of the contract.
Submittals. The information which is specified for submission to the Owner in accordance with Division of the project manual.
Substantial Completion. Sufficient completion of the project or the portion thereof to permit utilization of the project, or portion thereof for its intended purpose. Substantial completion requires not only that the work be sufficiently completed to permit utilization, but that the Owner can effectively utilize the substantially completed work. Determination of substantial completion is solely at the discretion of the Owner. Substantial completion does not mean complete in accordance with the contract nor shall substantial completion of all or any part of the project entitle the Contractor to acceptance under the contract.
Substantial Completion Date. Date shown on the certificate of Substantial Completion.
Will. Refers to actions entered into by the Contractor or the Owner as a covenant with the other party to do or to perform the action.
Work. The labor, materials, equipment, supplies, services, and other items necessary for the execution, completion, and fulfillment of the contract.
It is intended that the Instructions to Bidders, General Conditions, and Detailed Specifications shall define and describe the complete work to which they relate.
Courthouse roof is approximately 30,809 sq ft. modified bitumen. We are requiring the Garland brand Liqui-tec product for this restoration. Attached will be a full roof report including a nuclear moisture scan, measurements, diagrams and pictures.
Fluid Applied Roof Restoration System Partially Reinforced System Over Modified Bitumen
15 Year Fluid Applied Warranty
Housekeeping and Safety
1. Contractor to adhere to all OSHA and Glynn County safety requirements and guidelines at all times.
2. Contractor responsible for safe storage of all materials, per manufacturer's recommended guidelines, and equipment.
3. Materials must be stored in a secured rigid barrier area that does not impede the standard daily operation of the building. Location to be determined during preconstruction and approved by Glynn County.
4. All permits must be applied for and received prior to the commencement of work.
5. 30-60-90 day schedule must be submitted with bid package.
6. Once materials arrive on site a revised schedule will be required prior to commencement of work.
7. A written safety plan must be submitted by the awarded contractor prior to the commencement of work.
8. Contractor to maintain a clean project environment at all times. Contractor to remove all trash, debris, tools, equipment in order to maintain a clean project environment at the end of each work day.
Fluid Applied Scope
1. Remove all debris from the roof surface. This includes loose granules, vegetation, dirt, rust, and any that would impact adhesion.
2. Remove all lightning protection where required to apply the roof restoration system.
3. Carefully power wash all roof surfaces with greater than 2,000 psi pressure to remove all peeling, flaking coatings, chalking, etc. Do not force water into the roof system or damage the roof surfaces. Allow 24 Hours to dry.
4. A nuclear moisture survey must be conducted within 3 months of project start by a third party certified vendor to investigate the roof system for moisture intrusion.
5. All wet insulation as designed by the moisture survey must be removed down to structural decking.
a. Contractor to include 540 square feet of insulation replacement in base bid.
b. Contractor to include a unit cost for replacement of wet insulation per square foot for any amount exceeding the amount included in the base bid.
c. Scope of Work for wet insulation down to structural decking:
i. Remove all components down to structural decking.
ii. Inspect all structural decking for damage, documentation required.
iii. Install tapered rigid polyiso roof insulation. Tapered insulation is to be built back as necessary to match the height of the adjacent roof system.
iv. Install a 1⁄2” Securerock (similar or like product) coverboard to the insulation by simultaneously fastening through all layers of insulation to the steel deck.
v. Install SBS modified bitumen base membrane and SBS modified bitumen mineral cap membrane set in cold applied zero VOC interply adhesive and follow manufactured data sheet for proper coverages.
6. All delaminated, blistered, and damaged existing roof membrane to be replaced.
a. Contractor to use specified SBS modified bitumen base membrane, SBS modified bitumen mineral cap membrane, and interply adhesive for repairs.
7. Roof preparation must be approved by a manufacturer representative prior to fluid applied application.
8. Apply bleed block primer to any new repair per manufacturers recommendations and reference manufacturer data sheet for coverage rate. Apply no more than 24 hours prior to specified fluid applied application. If the primer is left exposed for more than 24 hours, the primer must be applied again.
9. Once repairs have been conducted, prep work has been completed, and manufacturer representative has approved - contractor is ready to install specified fluid applied coating.
10. Determine where the first run of 6 in. (150 mm) wide specified reinforcement will be started and verify the surface is clean.
11. Reinforce all existing seams, penetration and drains included within the both the field of the roof and the flashings with a three-course application of 6” polyester reinforcement fabric and specified fluid applied coating.
a. Prep specified polyester reinforcement fabric.
b. Apply fluid applied coating to all seams to all seams at a rate of 3.0 gal./100 sq. ft..
c. Immediately embed specified polyester reinforcement fabric into the coating while still wet and completely saturate the surface, ensuring full encapsulation of fabric without pinholes, voids, openings or vertical fibers.
12. Allow to cure thoroughly, but no more than 72 hours.
13. Start with drains and flashings, including walls and curbs.
a. Apply a base coating of specified fluid applied coating in a uniform manner at an application rate of 2 gal./100 sq. ft.
b. Use a 3/8” (10 mm) shed resistant nap roller to apply coating for uniform coverage. Allow to cure thoroughly, but no more than 72 hours.
c. Apply a top coating of LiquiTec FG Fluid applied coating (Gray or White) (similar or like coating) in a perpendicular direction over the base coat at 2.0 gal./100 sq. ft.. Allow to cure thoroughly prior to field coating application.
14. Move to the field membrane
a. Apply a base coating of Gray LiquiTec Base coating (similar or like coating) in a uniform manner at minimum application rate of 2.0 gal. /100 sq. ft. over the entire roof surface, including all flashings. Use a 1⁄4” notched squeegee to spread coating and roller apply for uniform minimum coverage. Allow to cure thoroughly, but no more than 72 hours.
b. Apply a top coating of LiquiTec Base or LiquiTec coating (similar or like coating) in a perpendicular direction over the base coat at 2 gal./100 sq. ft.
15. All roof details to conform to the manufacturer’s requirements and specification provided by Glynn County.
16. Follow all manufacturer material data sheets and specifications for proper installation.
17. Metal flashings:
a. Replace metal counterflashing where flashing heights do not meet/exceed the minimum height requirement of 10”. All new sealants to be applied.
b. Install skirt metal flashing to cover fluid applied vertical terminations on all flashings and curbs where flashing heights exceed the requirement of 10” in height.
c. Utilize .040 mill finish aluminum for all metal details.
18. Contractor responsible for all lightning protection to be reinstalled and certification by a third
party licensed vendor.
Scope for Veral Flashing on Parapet Walls
1. Remove foil facing 3” on both sides of all membrane seams.
2. Three course copper flashing seams with bronze Greenlock XL sealant and Garmesh (similar or like product).
Warranty
1. Contractor to issue 3 Year Labor and Workmanship Warranty Guarantee to Garland.
2. Manufacturer to issue a 15 Year Fluid Applied Warranty.
The Contractor shall pay all royalties and license fees and assume all costs incident to the use in the performance of the work or the incorporation in the work of any invention, design, process, product, or device which is the subject of the patent rights or copyrights held by others. He shall defend all suits or claims for infringement of any patent rights and shall hold harmless the Owner, its officers, employees, and agents from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular manufacturer, product, or process is specified by the Owner and properly installed by the Contractor pursuant to the manufacturer’s specifications.
The successful Bidder shall provide all skill; labor, material, and equipment for:
The Board of Commissioners of Glynn County, Georgia (“the Owner”) seeks proposals from interested qualified firms to provide the roof restoration of our Magistrate Courthouse. The existing roof material modified bituminous membrane. Will require the GARLAND fluid applied roofing restoration system LIQUID-TEC as per scope of work.
All work shall be in accordance with the Technical Specifications and the construction drawings, if any. All material shall conform to the specifications contained in the Technical Specifications.
FLUID APPLIED POLYUREA ROOFING RESTORATION SYSTEM FOR MODIFIED BITUMINOUS MEMBRANES
SECTION INCLUDES
A. Mineral Modified Bitumen Surface Roof Restoration
B. Accessories
C. Edge Treatment and Roof Penetration Flashings
REFERENCES
A. Mineral Modified Bitumen Surface Roof Restoration: Renovation work includes:
1. Surface preparation: Remove dirt, and debris.
2. Metal Flashings: Replace metal flashings that do not exceed/meet minimum height requirements 10”
3. Roof Repairs: Repair blisters, stressed or cracked membrane. Cut back, patch with torch and membrane.
4. Repair all areas that contain wet insulation based on TAS 126-95 testing.
5. Primer: Prime newly replaced modified surface repairs.
6. Partial Reinforcement: Install partial fabric reinforcement at all modified bitumen field/vertical flashing laps, side laps, end laps and details and base coat entire roof surface.
7. Coating: Apply coating over entire roof surface.
B. It is the intent of this specification to install a long-term, quality roof system that meets or exceeds all current NRCA guidelines as stated in the most recent edition of the NCRA Roofing and Waterproofing Manual. Please discuss any concerns with the Roofing System Manufacturer.
SUBMITTALS
A. Provide the following to the Owner at the time of bid submittal:
1. Written certification from the roofing system manufacturer corporate officer certifying that the applicator is currently approved for installation of the specified roofing system.
2. Descriptive product data.
3. Certification of Class A roof system.
4. Sample copy of the contractor’s workmanship warranty.
5. Sample copy of the specified Manufacturer’s warranty.
B. Product Data: Submit brochures containing material samples, SDS, schedules, charts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories.
1. Manufacturer's data sheets on each product to be used, including:
a. Preparation instructions and recommendations.
b. Storage and handling requirements and recommendations.
c. Installation methods.
C. Verification Samples: For each product specified, two samples, minimum size 6 inches (150 mm) square, representing actual product, and color.
D. All products must be in accordance with Health, Safety and Environmental Control (H, S & E) Regulations, e.g., No asbestos materials, no harmful solvent release materials, etc.
E. Closeout Submittals: Provide manufacturer's maintenance instructions that include recommendations for periodic inspection and maintenance of all completed roofing work. Provide product warranty executed by the manufacturer. Assist Owner in preparation and submittal of roof installation acceptance certification as may be necessary in connection with fire and extended coverage insurance on roofing and associated work.
QUALITY ASSURANCE
A. Perform Work in accordance with manufacturer's current Application and Installation Guidelines and the NRCA Roofing and Waterproofing Manual.
B. Manufacturer Qualifications: Manufacturer: Company specializing in manufacturing products specified in this section with documented ISO 9001 certification and minimum twelve years of experience and must not have been in Chapter 11 bankruptcy during the last five years.
C. Installer Qualifications: Company specializing in performing Work of this section must be a certified Pre-Approved Garland Contractor.
D. Installer's Field Supervision: Maintain a full-time Supervisor/Foreman on job site during all phases of roofing work while roofing work is in progress. Maintain proper supervision of workmen. Always Maintain a copy of the specifications in the possession of the Supervisor/Foreman and on the roof at all times.
E. For torch applications as necessary, installer must be NRCA - CERTA trained and must utilize CERTA compliant application methods.
F. Contractor: Shall immediately correct roof leakage during the project. If the contractor does not respond, the owner has the right to hire a qualified contractor and back-charge the awarded contractor.
G. Product Certification: Provide manufacturer's certification that materials are manufactured in the United States and conform to requirements specified herein, are chemically and physically compatible with each other, and are suitable for inclusion within the total roof system specified herein.
H. Source Limitations: Obtain all components of roof system from a single manufacturer. Secondary products that are required shall be recommended and approved in writing by the roofing system Manufacturer. Upon request of the Owner, submit Manufacturer's written approval of secondary components in list form, signed by an authorized agent of the Manufacturer.
MANUFACTURER FIELD REPRESENTATION/REQUIREMENTS:
A. When the project is in progress, the fluid applied system manufacturer shall provide the following:
1. Keep the design professional and owner informed as to the progress and quality of the work as observed.
2. Fluid-applied polyurea manufacturer's technical representative employed full time by the manufacturer with a minimum of 2 years employment shall provide field observations and inspections at project start and weekly progress inspections a minimum of three (3) time per week based upon a five day working period, (M-F). All field observations/progress inspections shall be part of the awarded project cost and at no additional cost(s).
3. The fluid-applied polyurea manufacturer's representative performing the observations/progress inspections shall provide daily progress inspection reports with photographs for each inspection to the design professional and owner. Progress inspection reports shall indicate the procedures followed, weather conditions and any discrepancies found during inspection.
4. A final report from the approved, full-time employee of the fluid-applied polyurea roof system manufacturer, shall be provided for certification of the roofing system once any/all discrepancies have been satisfactorily installed according to the project specifications, fluid-applied polyurea manufacturers approved details, and good general roofing practice.
5. Report to the owner in writing of any failure or refusal of the Contractor to correct unacceptable conditions and/or practices called to the Contractor’s attention.
B. Any failure by the Owner’s Representative, the Project Manager, or the fluid-applied polyurea roofing manufacturer’s Technical Field Representative to observe, detect, pinpoint, or object to any defect or noncompliance with the requirements of the fluid-applied polyurea manufacturer’s requirements, the Contract Documents, the Project Specifications, and Engineering Data, and/or the Roofing Manufacturer’s standard details – of work in progress or completed work – shall not relieve the Contractor of, or reduce, or in any way limit, his responsibility of full performance of the work required of him under the requirements of the Roofing Manufacturer, the Contract Documents, the Project Specifications, the Engineering Data, and/or the Roofing Manufacturer’s standard details.
PRE-INSTALLATION CONFERENCE
D. The intent of the conference is to resolve issues affecting the installation and performance of roofing work. Do not proceed with roofing work until such issues are resolved to the satisfaction of the Owner. This shall not be construed as interference with the progress of Work on the part of the Owner.
DELIVERY, STORAGE, AND HANDLING
A. Deliver and store products in manufacturer's original, unopened, undamaged packaging with labels intact until ready for installation.
B. Store all roofing materials in a dry place, on pallets or raised platforms, out of direct exposure to the elements until time of application. Store materials at least 4 inches above ground level and covered with "breathable" tarpaulins.
C. Stored in accordance with the instructions of the manufacturer prior to their application or installation. Store roll goods on end on a clean flat surface. No wet or damaged materials will be used in the application.
D. Storage temperatures should be between 60 degrees F to 80 degrees F (15.6 degrees to 26.7 degrees C). Indoor ventilated storage is recommended. Ensure jobsite storage is in a shaded and ventilated area. Do not store in direct sunlight. Keep materials away from open flame or welding sparks.
E. Avoid stockpiling of materials on roofs without first obtaining acceptance from the Owner/Manufacturer.
F. It is responsibility of the contractor to properly store and secure all material and equipment on the job site. If any material or equipment is stored on the roof, the contractor must make sure that the integrity of the deck is not compromised at any time. Damage to the deck caused by the contractor will be the sole responsibility of the contractor and will be repaired or replaced at his/her expense.
PROJECT CONDITIONS
F. Avoid inhaling spray mist; take precautions to ensure adequate ventilation.
G. Protect completed roof sections from foot traffic for a period of at least 48 hours at 75 degrees F (24 degrees C) and 50 percent relative humidity or until fully cured.
H. Take precautions to ensure that materials do not freeze.
I. Minimum temperature for application of LiquiTec coating (similar or like coating) is 50 degrees F (10 degrees C) and rising.
WARRANTY
A. Warranty Period: 15 years.
B. Warranty Period: Installer is to guarantee all work against defects in materials and workmanship for a period indicated following final acceptance of the Work.
The Contractor shall obtain and pay for all construction permits, licenses, and easements of a temporary nature necessary for the prosecution of the work. The Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the work. The Contractor shall pay all charges of utility owners for connections to the work, and Owner shall pay all charges of such utility owners for capital costs related thereto. (See the table of “Required Permits” located in the “Project Technical Specifications-Special Conditions”)
The Contractor shall comply with all County, State, and Federal laws, statutes, ordinances, rules and regulations applicable to furnishing and performance of the work.
MANUFACTURERS
B. Substitutions are permitted.
C. The Products specified are intended and the Standard of Quality for the products required for this project. If other products are proposed the bidder must disclose in the bid the manufacturer and the products that they intend to use on the Project. If no manufacturer and products are listed, the bid may be accepted only with the use of products specified.
Bidder will not be allowed to change materials after the bid opening date.
Requests for substitution must be formally submitted 14 days prior to the bid due date. If alternate products are included in the bid, the products must be equal to or exceed the products specified. Supporting technical data shall be submitted to the Owner for approval prior to acceptance. In making a request for substitution, the Bidder/Roofing Contractor represents that it has: Personally, investigated the proposed product or method, and determined that it is equal or superior in all respects to that specified. Will provide the same guarantee for substitution as for the product and method specified. Will coordinate installation of accepted substitution in work, making such changes as may be required for work to be completed in all respects. Will waive all claims for additional cost related to substitution, which consequently become apparent. Cost data is complete and includes all related cost under his/her contract or other contracts, which may be affected by the substitution. Will reimburse the Owner for all redesign cost by the Architect for accommodation of the substitution. Owner reserves the right to act as the final authority on the acceptance or rejection of any or all bids, proposed alternate roofing systems or materials that have met ALL specified requirement criteria. Failure to submit substitution package, or any portion thereof requested, will result in immediate disqualification and consideration for that particular contractor's request for manufacturer substitution.
MINERAL MODIFIED BITUMEN SURFACE ROOF RESTORATION
A. LiquiTec (similar or like coating):
B. Fluid Applied Polyurea Roof Membrane System: Multi-Purpose, two-component, 100% solids, fast curing, aliphatic, fluid-applied polyurea for field and flashings.
1. Elongation (ASTM D412) > 433%
2. Tensile Strength (ASTM D412) > 2300 psi
3. Tear Resistance (ASTM D624) 449 lbs./in.
4. Toughness (ASTM D5147) 46in-lbf/in(2)
5. Thickness (Dry Film) 96 mils
6. VOC / Solids 0 g/l / 100%
7. Microbial Resistance (ASTM G21) No Growth
8. SRI (initial) 105
C. Reinforcing Mesh Fabric: Polyester reinforcing fabric used in the roof field and flashings as the reinforcement layer in a fluid-applied polyurea roof restoration system. The membrane has the following minimum performance characteristics according to ASTM D 3786
1. Tensile Strength (ASTM D-3786) 57.1 lbs.
2. Elongation (ASTM D-3786) 61.65%
3. Mullen Burat (ASTM D-3786) 176 lbs.
D. Flashing Base Ply:
1. HPR Torch Base: SBS modified, torch applied sheet material. ASTM D 6163, Type III.
E. Flashing Cap (Ply) Sheet:
1. StressPly IV Plus Mineral (similar or like product): 195 mil SBS (Styrene-Butadiene- Styrene) mineral surfaced rubber modified roofing membrane with a dual fiberglass scrim. This membrane is designed for torch applications and has a burn-off backer that indicates when the material is hot enough to be installed. Surfaced with a highly reflective Sunburst mineral.
d. Low Temperature Flexibility, ASTM D 5147: Passes -20 deg. F (-29 deg. C)
e. Reflectivity (DNS Method) 73%
ACCESSORIES:
A. Nails and Fasteners: Non-ferrous metal or galvanized steel, except that hard copper nails shall be used with copper; aluminum or stainless steel nails shall be used with aluminum; and stainless steel nails shall be used with stainless steel, Fasteners shall be self-clinching type of penetrating type as recommended by the deck manufacturer. Fasten nails and fasteners flush-driven through flat metal discs not less than 1 inch (25 mm) diameter. Omit metal discs when one-piece composite nails or fasteners with heads not less than 1 inch (25 mm) diameter are used.
B. Urethane Sealant - Tuff-Stuff MS (similar or like product): One part, non-sag sealant as approved and furnished by the membrane manufacturer for moving joints.
1. Tensile Strength, ASTM D 412: 250 psi
2. Elongation, ASTM D 412: 950%
3. Hardness, Shore A ASTM C 920: 35
4. Adhesion-in-Peel, ASTM C 92: 30 pli
C. Urethane Adhesive - Green-Lock Structural Adhesive (similar or like product): Single component, 100% solids structural adhesive as furnished and recommended by the membrane manufacturer.
1. Elongation, ASTM D 412: 300%
2. Hardness, Shore A, ASTM C 920: 50
3. Shear Strength, ASTM D 1002: 300 psi
D. Primers: Garla-Block Primer (similar or like product): copolymer sealant that prevent staining and degradation of surface coatings when installed over smooth or granulated asphalt, coal tar modified bitumen, or smooth asphalt BUR membranes.
1. Non-Volatile Solids % by Weight, ASTM 3960: 28-32 %
2. Non-Volatile Solids % by Volume, ASTM 3960: 25-28 %
3. pH: 8-10
4. Wet Film Thickness @ 1 gal./100 sq. ft.: 16 mils (microns 406.4)
5. Flash Point PMCC: None
6. Drying Time, Touch @ 70 degrees F (21.1 degrees C) /50% R.H.: 1-2 hrs.
7. Viscosity @ 77 degrees F (25 degrees C) Brookfield RVT, #4 Spindle; 20 rpm, ASTM 2196: 3000-5000 cPs
8. VOC: 30 g/l max
E. Butyl Tape: 100% solids, asbestos free and compressive tape designed to seal as recommended and furnished by the membrane manufacturer.
F. UniBond ST: Pressure sensitive tape for reinforcing seams for modified bitumen and single ply membranes.
EDGE TREATMENT AND ROOF PENETRATION FLASHINGS
A. Pitch pans, Rain Collar 24 gauge stainless or 20oz (567gram) copper. All joints should be welded/soldered watertight. See details for design.
B. Drain Flashing should be 4lb (1.8kg) sheet lead formed and rolled.
C. Plumbing stacks should be 4lb (1.8kg) sheet lead formed and rolled.
D. Fabricated Flashing: Fabricated flashings and trim are specified in Section 07 62 00 - Sheet Metal Flashing and Trim.
1. Fabricated flashings and trim shall conform to the detail requirements of SMACNA "Architectural Sheet Metal Manual" and/or the CDA Copper Development Association "Copper in Architecture - Handbook" as applicable.
E. Manufactured Roof Specialties: Manufactured copings, fascia, gravel stops, control joints, expansion joints, joint covers and related flashings and trim are specified in Section 07 71 23 - Manufactured Gutters and Downspouts.
1. Manufactured roof specialties shall conform to the detail requirements of SMACNA "Architectural Sheet Metal Manual" and/or the NRCA "Roofing and Waterproofing Manual" as applicable.
The Bidder is advised to examine the location of the work and to inform himself fully as to its conditions; the conformation of the ground; the character, quality and quantity of the products needed preliminary to and during the prosecution of the work; the general and local conditions and all other matters which can in any way affect the work to be done under the Contract. Failure to examine the site will not relieve the successful bidder of his obligation to furnish all products and labor necessary to carry out the provisions of his contract. The Bidder shall confine his examination to the specific areas designated for the proposed construction, including easements and public rights of way. The Bidder is solely responsible for any damages caused by his examination of the site.
Bids over $100,000 must be accompanied by a bid bond for an amount equal to at least five percent (5%) of the amount bid. If for any reason whatsoever the Bidder withdraws from the competition after opening the bids, or if he refuses to execute the Contract, the Owner will proceed on the Bid Bond. The Surety of the Bid Bond, Performance Bond, and Payment Bond shall be a surety company authorized to do business in the State of Georgia, shall be listed in the Department of the Treasury Circular 570, and shall have an underwriting limitation in excess of 100% of the bid amount. The Bonds and Surety shall be subject to approval by the Attorney for the Owner. Attorneys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their power of attorney.
EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B. Prior to installing the finished fluid applied roof membrane restoration, the contractor must notify the roof system manufacturer representative to examine the roof area for high and low spots. It may be necessary to mist the roof with water to identify the problem areas. The contractor will correct all problem areas identified. This examination should take place no less than 24 hours in advance of installing the finished membrane.
C. Verify that deck surfaces and project conditions are ready to receive work of this section.
D. Verify that openings, curbs, pipes, conduit, sleeves, ducts, and other items which penetrate the roof are set solidly, and that wood cant strips, wood nailing strips and reglets are set in place. Verify that all roof curb heights are satisfactory and that the wood blocking height along the perimeter of the building and/or roof levels is satisfactory to provide positive roof pitch away from the building edge.
E. Contractor is responsible to verify the existing substrate is level/plumb, or sloped, as stated in/on the project documents prior to installation of the insulation system. All defects in roof pitch to be accommodated with tapered insulation to insure a positive pitch to all roof drains.
ROOF PREPARATION AND REPAIR
A. Clean substrate of debris and other substances detrimental to roofing installation according to the roof system manufacturers’ written instructions. Remove sharp objects.
B. Protect other work from spillage of roofing materials and prevent materials from entering or clogging drains and conductors. Use roof drain plugs as required to prevent materials from entering and clogging roof drains and conductors. Remove roof drain plugs at the end of each workday, or when rain is forecasted. Replace or restore other work damaged by installation of the modified bituminous roofing system.
C. Prior to beginning work, contractor shall verify/test that existing roof drains are in working, or non-working, order. If the drains are in non-working order, the Owner shall address the non-working drain to working conditions. If the drains are in working order, then the contractor will be required to maintain, and deliver, the drains back to the Owner in working order.
D. General: All necessary field and flashing repairs must be done according to good construction practices, including the removal of all wet insulation and defective materials as identified through a moisture detection survey such as an infrared and or nuclear scan and replacement with like-materials.
1. Remove damaged roof flashings from curbs and parapet walls down to the surface of the roof. Remove damaged existing flashings at roof drains and roof penetrations.
2. Remove all wet, deteriorated, blistered or delaminated roofing membrane or insulation and fill in any low spots with like materials occurring as a result of removal work to create a smooth, even surface for application of new roof membranes.
3. Install new wood nailers as necessary to accommodate insulation/recovery board or new nailing patterns.
4. When mechanically attached, the fastening pattern for the insulation/recovery board shall be as recommended by the specific product manufacturer.
5. New repairs to match existing roof system.
6. New roof surfaces shall be primed as necessary and allowed to dry prior to installing the roofing system.
E. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.
F. Repair all defects such as deteriorated roof decks, saturated materials, loose or brittle membrane or membrane flashings, etc. Verify that existing conditions meet the following requirements:
G. Remove all loose dirt and foreign debris from the roof surface. Do not damage roof membrane in cleaning process.
H. Clean and seal all parapet walls, gutters and coping caps, and repair any damaged metal where necessary. Seal watertight all fasteners, pipes, drains, vents, joints and penetrations where water could enter the building envelope.
I. Confirm local water run-off ordinances and restrictions prior to cleaning roof. Clean the entire roof surface by removing all dirt, algae, mold, moss, paint, oil, talc, rust or other foreign substance. Use a bio-degradable cleaner like Simple Green Oxy Solve when necessary and warm water. Scrub heavily soiled areas with a brush. Power wash roof thoroughly with an industrial surface cleaner equipped with one piece balanced spray rotating jets for streak free close contact cleaning. Rinse with fresh water to completely remove all residuals. Allow roof to dry thoroughly before continuing.
J. Repair existing roof membrane as necessary to provide a sound substrate for the liquid membrane. All surface defects must be repaired/renovated and be made watertight. Any repairs must be with be only with materials compatible with the fluid-applied roofing restoration system.
INSTALLATION
A. General Installation Requirements:
1. Install in accordance with manufacturer's current Application and Installation Guidelines and the NRCA Roofing and Waterproofing Manual.
2. Adequate coating thickness is essential to performance. If the applicator is unfamiliar in gauging application rates, we suggest that a controllable area be measured and the specified material be applied. In all cases, all minimum specified material must be applied and proper minimum dry film thicknesses must be achieved. Care must be taken to ensure that all areas completed including all flashings, roof penetrations, etc. are coated sufficiently to ensure a watertight seal.
3. Cooperate with manufacturer, inspection and test agencies engaged or required to perform services in connection with installing the roof system.
4. Insurance/Code Compliance: Where required by code, install and test the roofing system to comply with governing regulation and specified insurance requirements.
5. Protect work from spillage of roofing materials and prevent materials from entering or clogging drains and conductors. Replace or restore adjacent work damaged by installation of the roofing system.
6. All primers must be top coated within 24 hours after application, preferably immediately after drying. Clean and re-prime if more time passes after priming.
7. Coordinate counter flashing, cap flashings, expansion joints and similar work with work specified in other Sections under Related Work.
8. Coordinate roof accessories and miscellaneous sheet metal accessory items, including piping vents and other devices with work specified in other Sections under Related Work.
B. Mineral Modified Bitumen Surface Roof Restoration: Renovation work includes:
1) Apply Coating at 2.0 gallons per 100 SF over the entire roof surface.
REPAIR OF EDGE TREATMENT AND ROOF PENETRATION FLASHING
A. General
1. Repair flashing in accordance with the requirements/recommendations of the Membrane manufacturer and as indicated on the manufacturer's standard drawings. Provide system with base flashing, edge flashing, penetration flashing, counter flashing, and all other flashings required for a complete watertight system.
2. Install and repair flashings concurrently with the roofing as the job progresses.
3. Terminate flashings as required by the membrane manufacturer.
B. Manufactured Roof Specialties: Manufactured copings, fascia, gravel stops, control joints, expansion joints, joint covers and related flashings and trim are provided as specified in Section 07 71 23 - Manufactured Gutters and Downspouts.
1. Manufactured roof specialties shall conform to the detail requirements of SMACNA "Architectural Sheet Metal Manual" and/or the National Roofing Contractor's Association "Roofing and Waterproofing Manual" as applicable.
C. Repairs of Existing Roof Penetrations and Flashings
1. Metal Edge:
a. Inspect the nailers to assure proper attachment and configuration.
b. Run one ply over the edge. Assure coverage of all wood nailers. Fasten plies with ring shank nails at 8 inches (203 mm) o.c.
c. Install continuous cleat and fasten at 6 inches (152 mm) o.c.
d. Install new metal edge hooked to continuous cleat and set in bed of roof cement. Fasten flange to wood nailers every 3 inches (76 mm) o.c. staggered.
e. Prime metal edge at a rate of 100 square feet per gallon and allow to dry.
f. Strip in flange with base flashing ply covering entire flange in bitumen with 6 inches (152 mm) on to the field of roof. Assure ply laps do not coincide with metal laps.
g. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9 inches (228 mm) on to the field of the roof. Seal outside edge with rubberized cement.
2. Scupper Through Roof Edge:
3. Scupper Through Wall:
a. Inspect the nailer to assure proper attachment and configuration.
b. Run one ply over nailer, into scupper hole and up flashing as in typical wall flashing detail. Assure coverage of all wood nailers.
c. Install a scupper box in a 1/4 inch (6 mm) bed of mastic. Assure all box seams are soldered and have a minimum 4 inch (101 mm) flange. Make sure all corners are closed and soldered. Prime scupper at a rate of 100 square feet per gallon and allow to dry.
d. Fasten flange of scupper box every 3 inches (76 mm) o.c. staggered.
e. Strip in flange of scupper box with base flashing ply covering entire area with 6 inch (152 mm) overlap on to the field of the roof and wall flashing.
f. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9 inches (228 mm) on to the field of the roof. Apply a three-course application of mastic and mesh at all seams.
4. Surface Mounted Counterflashing:
a. Minimum flashing height is 8 inches (203 mm) above finished roof height. Maximum flashing height is 24 inches (609 mm). Prime vertical wall at a rate of 100 square feet per gallon and allow to dry.
b. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).
c. Install base flashing ply covering wall set in bitumen with 6 inches (152 mm) on to field of the roof.
d. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9 inches (228 mm) on to the field of the roof. Apply a three-course application of mastic and mesh at all vertical seams and allow to cure and aluminize.
e. Apply butyl tape to wall behind flashing. Secure termination bar through flashing, butyl tape and into wall. Alternatively use caulk to replace the butyl tape.
f. Secure counterflashing set on butyl tape above flashing at 8 inches (203 mm) o.c. and caulk top of counterflashing.
5. Equipment Support:
a. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical at a rate of 100 square feet per gallon and allow to dry.
b. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).
c. Install base flashing ply covering curb set in bitumen with 6 inches (152 mm) on to field of the roof.
d. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9 inches (228 mm) on to the field of the roof. Attach top of membrane to top of curb and nail at 8 inches (203 mm) o.c. Apply a three-course application of mastic and mesh at all vertical seams and allow to cure and aluminize.
e. Install pre-manufactured cover. Fasten sides at 24 inches (609 mm) o.c. with fasteners and neoprene washers. Furnish all joint cover laps with butyl tape between metal covers.
f. Set equipment on neoprene pad and fasten as required by equipment manufacturer.
6. Skylight:
a. Minimum curb height is 8 inches (203 mm) above finished roof height. Prime vertical at a rate of 100 square feet per gallon and allow to dry.
b. Set cant in bitumen. Run all field plies over cant a minimum of 2 inches (50 mm).
c. Install base flashing ply covering curb set in bitumen with 6 inches (152 mm) on to field of the roof.
d. Install a second ply of modified flashing ply in bitumen over the base flashing ply, 9 inches (228 mm) on to the field of the roof. Attach top of membrane to top of wood nailer and apply a three-course application of mastic and mesh. Allow to cure and aluminize.
e. Install pre-manufactured lens and fasten flashing sides at 8 inches (203 mm) o.c. with fasteners and neoprene washers.
7. Roof Drain:
a. Plug drain to prevent debris from entering plumbing.
b. Taper insulation to drain minimum of 24 inches (609 mm) from center of drain.
c. Run roof system plies over drain. Cut out plies inside drain bowl.
d. Set lead/copper flashing (30 inch square minimum) in 1/4 inch bed of mastic. Run lead/copper into drain a minimum of 2 inches (50 mm). Prime lead/copper at a rate of 100 square feet per gallon and allow to dry.
e. Install base flashing ply (40 inch square minimum) in bitumen.
f. Install modified membrane (48 inch square minimum) in bitumen.
g. Install clamping ring and assure that all plies are under the clamping ring.
h. Remove drain plug and install strainer.
8. Plumbing Stack:
a. Minimum stack height is 12 inches (609 mm).
b. Run roof system over the entire surface of the roof. Seal the base of the stack with elastomeric sealant.
c. Prime flange of new sleeve. Install properly sized sleeves set in 1/4 inch (6 mm) bed of roof cement.
d. Install base flashing ply in bitumen.
e. Install membrane in bitumen.
f. Caulk the intersection of the membrane with elastomeric sealant.
g. Turn sleeve a minimum of 1 inch (25 mm) down inside of stack.
D. Liquid Flashing:
1. Mask target area on roof membrane with tape.
2. Clean all non-porous areas with isopropyl alcohol.
3. Apply 32 wet mil base coat of liquid flashing over masked area.
4. Embed polyester reinforcement fabric into the base coat of the liquid flashing.
5. Apply 32 wet mil top coat of the liquid flashing material over the fabric extending 2 inches (51 mm) past the scrim in all directions.
CLEANING
A. Clean-up and remove daily from the site all wrappings, empty containers, paper, loose particles and other debris resulting from these operations.
B. Remove coating markings from finished surfaces.
C. Repair or replace defaced or disfigured finishes caused by Work of this section.
PROTECTION
C. Plywood for traffic ways required for material movement over existing roofs shall be not less than 5/8 inch (16 mm) thick.
FIELD QUALITY CONTROL
A. Perform field inspections and testing as required by this specification and under provisions of Section 1.
B. Correct defects or irregularities discovered during field inspection.
C. Require progress inspections of the fluid-applied polyurea manufacturer’s approved representative(s) during the installation of the roofing system as specified in Section 1 above.
FINAL INSPECTION
No verbal agreement or conversation with any officer, agent, or employee of the Owner either before or after execution of this Contract shall affect or modify any of the terms of obligations contained in any of the documents comprising said Contract.
The Owner shall provide, as indicated on the drawings and not later than the date when needed by the Contractor, the Lands upon which the work under this Contract is to be done, rights-of-way for access to same, and such other lands which are designated on the drawing for the use of the Contractor. Any delay in the furnishing of these Lands by the Owner shall be deemed proper cause for an equitable adjustment in both Contract Price and time of completion.
The Contractor shall provide at his own expense and without liability to the owner any additional land and access thereto that may be required for temporary construction facilities, or for storage of materials.
The Contract will be awarded to the lowest responsive, responsible bidder, if awarded.
(a) Responsibility: The determination of the bidder's responsibility will be made by the Owner based on whether the bidder: maintains a permanent place of business, has the appropriate technical experience, has adequate plant and equipment to do the work properly and expeditiously and has suitable financial means to meet obligations incidental to the work. The Bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, the bidder fails to satisfy the Owner that he is properly qualified to carry out the obligation of the Contract.
(b) Responsiveness: The determination of responsiveness will be made by the Owner based on a consideration of whether the Bidder has submitted a complete Proposal form without irregularities, excisions, special conditions, or alternative bids for any item unless specifically requested in the Proposal form.
The Contractor shall warrant and guarantee the work required under this Contract for a period of twelve months from the date of Final Acceptance. The Contractor warrants and guarantees to Owner, that materials and equipment furnished under the Contract shall be of good quality and new unless otherwise required or permitted by the Contract Documents, that all work will be in accordance with the Contract Documents, and that all work will be of good quality, free from faults and defects. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. If required by the Owner or the Engineer/Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment.
The Contractor’s obligation to perform and complete the work in a workmanlike manner, free from faults and defects and in accordance with the Contract Documents shall be absolute. The Contractor shall remedy, at his own expense, and without additional cost to the Owner, all defects arising from either workmanship or materials, as determined by the Owner, or Owner’s representative. The obligations of the Contractor under this Paragraph shall not include normal wear and tear under normal usage.
The Contractor shall furnish payment and performance bonds with good and sufficient surety or sureties acceptable to the Owner for the protection of persons furnishing materials or labor in connection with the performance of the work. The penal sum of such payment and performance bond will be 100% of the contract price. The bonds required hereunder will be dated as of the same date as the contract and will be furnished to the Owner at the time the contract is executed. These bonds shall be issued from a company licensed to do business in Georgia and shall be signed or counter signed by a Georgia resident agent, and shall have a proper Power of Attorney evidencing the authority of the individual signing the bond. Included with the Bonds shall be a signed Affidavit on the form provided herewith.
The bond forms can be found in the sample contract under Section 7: Attachments.
Out of state contractors shall post a bond with the State Tax Commissioner for each tax year during construction of the project to guarantee payment of taxes on the work of this Contract.
Bidders are requested to review Bid alternates, if any, as outlined on the Proposal Form. Contract Time: Contract time shall consist of ONE HUNDRED FIFTY (150) consecutive calendar days for the completion of work, to be computed from the date of the Notice to Proceed. Liquidated damages may be assessed at THREE HUNDRED DOLLARS ($300) per day.
*The limits of insurance are as follows: general liability insurance of at least One Million (1,000,000) Dollars (Combined Single Limit per occurrence) and Two Million (2,000,000) Dollars aggregate; automobile insurance of at least One Million (1,000,000) Dollars (Combined Single Limit per accident for bodily injury or property damage); and Workers’ Compensation Insurance as will protect potential bidder or offeror from Workers’ Compensation Acts.
Neither the final payment nor any part of the retained percentage shall become due until the Contractor shall deliver to the Owner a complete release of all claims or liens arising out of this Contract and an affidavit that so far as he has knowledge or information the release and receipts include all the labor and materials for which a lien or claim could be filed; but the Contractor may, if any Subcontractor refuses to furnish a release or receipt in full, furnish an additional bond satisfactory to the Owner, to indemnify the Owner against any claim or lien (in cases where such payment is not already guaranteed by Surety Bond). If any claim or lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all monies that the latter may be compelled to pay on discharging such a lien, including all costs and a reasonable attorney's fee.
Bids shall be submitted via the County's eProcurement Portal by 1:30 pm on Wednesday, May 20, 2026 as indicated in the Invitation. Glynn County will not accept late bids. Bidders are reminded that documents and information in the possession of Glynn County will be treated as confidential/proprietary information only to the extent permitted by the Georgia Open Records Act, and will be exempt from disclosure to a third party only to the extent permitted by the Georgia Open Records Act. Should you believe that your bid contains any trade secrets you must submit an affidavit, along with the bid/proposal, that states that specific portions of the bid/proposal contain trade secrets as defined by Georgia law (Article 27 of Chapter 1 of Title 10 of the Official Code of Georgia). Furthermore, the affidavit must be detailed, citing specifically (citing paragraphs, articles, provisions, pages, etc.) the portions of the bid/proposal containing any trade secrets. On the outside of the envelope containing the bid shall be noted the following: Roof Restoration for Magistrate Courthouse; IFB26-036
The Owner shall have the right to reject the assignment or sub-letting of any portion of the Contract by the Contractor. Assigning or sub-letting the Contract shall not relieve the Contractor or his surety from any Contract obligations.
Bids shall be submitted via the County's eProcurement Portal utilizing the Pricing Table Provided. Bids shall be awarded upon a lump sum to complete all work in the specifications and any all directions to Bidders at no additional cost to the Glynn County Board of Commissioners.
Glynn County acknowledges that, particularly during the holiday season, it may be customary to provide gifts to employees or departments. However, the Glynn County Personnel Policy prevents the acceptance of such gifts. Your cooperation in respecting the policy is appreciated.
In the event the Contractor is a joint venture of two or more contractors, the grants, covenants, provisos and claims, rights, power, privileges and liabilities of the contract shall be construed and held to be several as well as joint. Any notice, order, direct request, or any communication required to be or that may be given by the Engineer/Architect to the Contractor under this contract, shall be well and sufficiently given to all persons being the Contractor if given to any one or more of such persons. Any notice, request, or other communication given by any one of such persons to the Engineer/Architect under this Contract shall also be given to the Owner and shall be deemed to have been given by and shall bind all persons being the Contractor.
The grants, covenants, provisos and claims, rights, powers, privileges and liabilities obtained in the contract documents shall be read and held as made by and with, and granted to an imposed upon, the Contractor and the Owner and their respective heir, executors, administrations, successors and assigns.
Bidders are reminded that documents and information in the possession of Glynn County will be treated as confidential/proprietary information only to the extent permitted by the Georgia Open Records Act, and will be exempt from disclosure to a third party only to the extent permitted by the Georgia Open Records Act. Should you believe that your bid contains any trade secrets you must submit an affidavit, along with the bid, that states that specific portions of the bid contain trade secrets as defined by Georgia law (Article 27 of Chapter 1 of Title 10 of the Official Code of Georgia). Furthermore, the affidavit must be detailed, citing specifically (citing paragraphs, articles, provisions, pages, etc.) the portions of the bid containing any trade secrets.
Contract time shall consist of ONE HUNDRED FIFTY (150) consecutive calendar days for the completion of work, to be computed from the date of the Notice to Proceed. Liquidated damages may be assessed at THREE HUNDRED DOLLARS ($300)per day.
Contractors and subcontractors shall have a current Occupation Tax Certificate, and shall furnish certificate and license numbers prior to entering into a contract with the Owner.
This Project requires pre-qualification and all vendors must be pre-qualified through Glynn County prior to the submission of a bid. A pre-qualification questionnaire and criteria packet are available under "Attachments" of this solicitation. Prequalification packets must be submitted by April 27, 2026, at 5:00PM to Maria Nikki Thompson either in person at the Glynn County Finance Office (1725 Reynolds Street Brunswick, GA 31520) or by e-mail maria.thompson@glynncounty-ga.gov.
Any bid from a proposer that is not pre-qualified will be disqualified.
The Contractor shall do all the work and furnish all the materials, tools, and appliances, except as herein otherwise specified, and everything necessary for properly performing and completing the work required by the Contract, in the manner and within the time specified. He shall complete the entire work to the satisfaction of the Owner, and in accordance with the Specifications and Plans herein mentioned, at the prices herein agreed upon and fixed therefore.
All the work labor and materials to be done and furnished under this Contract shall be done and furnished strictly pursuant to, and in conformity with, the Contract Documents, and the directions of the Engineer/Architect as given from time to time during the progress of the work, under the terms of this Contract.
All loss or damage arising out of the performance or nature of the work, or any damage to the work itself to be done under this contract or from any unforeseen obstruction or difficulties which may be encountered in the prosecution of the same, or from the action of the elements or from any cause or causes whatsoever, until the same shall have been finally accepted, shall be sustained and paid for by the Contractor.
The Contractor shall coordinate his operations with those of any other contractors who may be employed on other work of the Owner and shall avoid interference therewith and cooperate in the arrangements for storage of materials.
The Contractor shall conduct his work so as to interfere as little as possible with private business and public travel. He shall, at his own expense, wherever necessary, or required, maintain fences, furnish watchmen, maintain lights, and take such other precautions as may be necessary to protect life and property.
The Contractor shall take all responsibility for the work done under this Contract, for the protection of the work, and for preventing injuries to persons, and damage to property and utilities on or about the work.
He shall in no way be relieved of his responsibility by any rights of the Owner, its officers, employees and agents to give permission or issue orders relating to any part of the work, or by any such permission given or orders issued, or by failure of the Owner, its officers, employees and agents to give such permission or issue such orders. The Contractor shall bear all losses resulting to him or to the Owner, its officers, employees and agents on account of the amount or character of the work, or because of the nature of the land in or on which the work is done is different from what was estimated or expected, or on account of the weather elements or other causes. The Contractor shall assume the defense of all claims arising out of injury or damage to persons, corporations, or property, whether said claims arise out of negligence or not, or whether said claims are for unavoidable damage or not, and from all claims relating to labor and materials furnished for the work and from all expenses incurred in defending or settling such claims, including reasonable attorney's fees.
The Contractor shall so conduct his operations as not to damage existing structures or work installed either by him or by other contractors. In case of any such damage resulting from his own operations, he shall repair and make good as new the damaged portions at his own expense.
The Contractor warrants that he is familiar with the codes applicable to the work and that he has the skill, knowledge, competence, organization, and plant to execute the work promptly and efficiently in compliance with the requirements of the Contract Documents. The Contractor having the obligation to keep a competent superintendent on the work during its progress, to employ only skilled mechanics, and to enforce strict discipline and good order among his employees, the Contractor, himself is responsible for seeing that the work is installed in accordance with the Contract Documents.
Failure or omission on the part of the Owner, representative of the Owner, agents of the Owner, Project Representative, clerk-of-the-works, Engineer/Architects employed by the Engineer/Architect, representatives of the Engineer/Architect or the Engineer/Architect either to discover or to bring to the attention of the Contractor any deviation from, omission from, or non-compliance with the Contract Documents shall not be set up by the Contractor as a defense of failure to his part to install the work in accordance with the Contract Documents or for any other neglect to fulfill requirements of the Contract; nor shall the presence of any one, or all, or any of the foregoing at the site of the fact that any one, or all, or any of the foregoing may have examined the work or any part of it be set up as a defense by the Contractor against a claim for failure on his part to install the work in accordance with the Contract Documents or for any neglect to fulfill requirements of the Contract. No requirement of this Contract may be altered or waived except in pursuance of a written order of the Owner and in strict accordance with the provisions in the Contract for changes in the work.
The Contractor shall keep himself fully informed of all existing and future State and Federal Laws, all regulations of the various departments or agencies of the State of Georgia, and local ordinances and regulations in any manner affecting those engaged or employed in the work, or the materials used in the work, or in any way affecting the conduct of the work and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. If any discrepancy or inconsistency is discovered, in the Plans, Drawings, Specifications, or Contract for this work in relation to any such law, ordinance, regulations, order, or decree, he shall forthwith report the same to the Engineer/Architect and Owner in writing.
He shall at all times himself observe and comply with, and cause all his agents and employees to observe and comply with, all such existing and future laws, ordinances, regulations, orders, and decrees; and shall protect and indemnify the Owner, its officers, employees and agents against any claim or liability arising from or based upon violation of any such law, ordinance, regulation, order, or decree, whether by himself or his employees or any subcontractor.
The Owner shall furnish plans and specifications which represent the requirements of the work as far as practical to be performed under the Contract. All such drawings and instructions shall be consistent with the Contract Documents. Plans and specifications which represent the work to be done shall be furnished prior to the time of entering into the Contract. The Owner may, during the life of the Contract, and in accordance with Paragraph 82, issue additional instructions, by means of drawings or otherwise, necessary to illustrate change in the work.
Unless otherwise provided in the Contract Documents, the Owner will furnish to the Contractor, free of charge, up to 1 hard copy and 1 electronic copy of the drawings and specifications necessary for the execution of the work.
All drawings, specifications and copies thereof furnished by the Owner shall not be reused on other work, and with the exception of the signed Contract, sets are to be returned to him on request, at the completion of the work. All models are the property of the Owner.
Reference to the Standards of any technical society, organization or association or to codes of local or state authorities, shall mean the latest standard, code, specifications, or tentative standard adopted and published at the date of taking bids, unless specifically stated otherwise.
Specifications and drawings are divided into groups for the convenience of the Owner. These divisions are not for the purpose of apportioning work or responsibility for work among subcontractors, suppliers, and manufacturers.
Before starting work and within ten (10) days of issuance of the Notice of Award with the work, the Contractor shall submit to the Engineer/Architect a schedule which shall show the order in which the Contractor proposes to carry on the work, indicating the starting and completion dates and locations of the various stages of the work. The schedule shall be in a bar graph form suitable for periodic updating to show actual work completed.
Monthly progress reports shall be delivered with the pay estimate to the Engineer/Architect showing the progress of the past month’s construction in relation to the approved work schedule.
No payments will be made to the Contractor until the construction schedule has been submitted by the Contractor and approved by the Engineer/Architect.
If the progress report does not agree with the approved work schedule, the Contractor shall deliver in writing an explanation with the report. Upon request from the Engineer/Architect, the Contractor shall submit a revised schedule for approval.
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, transportation, supervision, and other facilities necessary for the execution and completion of the work. Unless otherwise specified, all materials incorporated in the permanent work shall be new. The Contractor shall furnish satisfactory evidence as to the kind and quality of materials in accordance with section 49 below.
The Contractor shall at all times enforce strict discipline and good order among his employees, and shall seek to avoid employing on the work any unfit person or anyone not skilled in the work assigned to him. If at any time before the commencement or during the progress of work, tools, equipment and supervision appear to the Engineer/Architect to be insufficient, inefficient or inappropriate to secure the quality of work required or the proper rate of progress, the Engineer/Architect may order the Contractor to increase their efficiency, to improve their character, to augment their number, or to substitute new tools, plant or equipment, as the case may be, and the Contractor shall conform to such order; but the failure of the Engineer/Architect to demand such increase of efficiency, number, or improvements shall not relieve the Contractor of his obligation to secure the quality of work and the rate of progress necessary to complete the work within the time required by this contract to the satisfaction of the Owner.
The Owner will establish reference bench marks and base line identified on the drawings. From the information provided, the Contractor shall develop and make such additional surveys as are needed for construction, such as control lines, slope stakes, batter boards, stakes for pipe locations and other working points, lines, and elevations. Survey work shall be performed under the supervision of a licensed land surveyor or registered civil Engineer/Architect. Contractor shall reestablish reference bench marks and survey control monuments destroyed by his operations at no cost to the Owner.
At such time as the Contractor has completed the work and prior to requesting a final inspection, the Contractor shall make written request for an inspection for substantial completion. Such request shall be made no less than seven (7) calendar days prior to the requested date of inspection. An inspection will be made by the Engineer/Architect and the Owner and a determination will be made as to whether or not the work is in fact substantially complete and a "punch list" will be developed. "Punch Lists" containing numerous items or items which may affect the intended use of the work will be considered cause to delay issuance of a document of Substantial Completion. Operation and Maintenance manuals shall be submitted and approved prior to issuance of any document of Substantial Completion.
Wherever work, being done by the Owner's forces or by other Contractors, is contiguous to work covered by this Contract, the respective rights of the various interests involved shall be established by the Owner, to secure the completion of the various portions of the work in general harmony.
The Owner reserves the right to let other Contracts in connection with this work. The Contractor shall afford other Contractor's reasonable opportunity for the introduction and storage of their materials and the execution of their work, and shall properly connect and coordinate his work with theirs.
The Contractor shall notify the Engineer/Architect and Owner in writing of the names and addresses of all proposed Subcontractors for the work at the Preconstruction Meeting. Subcontractors will not be recognized as having a direct relationship with the Owner. The persons engaged in the work, including employees of subcontractors and suppliers, will be considered employees of the Contractor and their work shall be subject to the provisions of the contract. References in the contract documents to actions required of subcontractors, manufacturers, suppliers, or any person, other than the Contractor, the Owner, the Engineer/Architect or the Construction Inspector, shall be interpreted as requiring that the Contractor shall require such subcontractor, manufacturer, supplier or person to perform the specified action.
A subcontractor for any part of the work must have experience on similar work and, if required, furnish the owner with a list of projects and the Owners or Engineer/Architects who are familiar with their competence.
The Contractor shall maintain access to the property owners adjacent to the Project covered by the Contract.
The Contractor shall submit and continually update a time schedule for the work and a sequence of operations. Before starting any work, and from time to time during its progress, as the Engineer/Architect may request, the Contractor shall outline to the Engineer/Architect the methods he plans to use in doing the work, and the various steps he intends to take. Failure of the Engineer/Architect to reject the methods or steps proposed by the Contractor shall not relieve the Contractor of his responsibility for the correct and timely performance of the work.
The Contractor shall schedule and coordinate the work of the Contractor and all subcontractors and others involved to maintain the accepted progress schedule. His duties shall also include the planning of the work, the scheduling of ordering and delivery of materials, and checking and control of all work under this contract. Before ordering materials or doing work which is dependent upon coordination with site conditions, the Contractor shall verify all dimensions, elevations, grades, and utilities at the site and shall be responsible for the correctness of same. No consideration will be given any claim based on difference between the actual dimensions and those indicated on the drawings. Any discrepancies between the drawings and/or the specifications and the existing conditions shall be referred to the Architect for decision before any work affected thereby is begun.
The Contractor shall be responsible for complete supervision and control of his subcontractors as though they were his own forces. Notice to the Contractor shall be considered notice to all affected subcontractors.
The right of access to the work wherever it is in preparation or progress shall be extended to the Owner and representatives of appropriate regulatory agencies. The Contractor shall provide facilities for such access and inspection.
Prior to completion of the project, the Contractor shall request an inspection and any deficiencies found at that time will be noted on a "Punch List". The development of a "Punch List" shall not delay or terminate the accumulation or assessment of liquidated damages as established in Paragraph titled: Liquidated Damages.
Engineer/Architect will be the initial interpreter of the requirements of the Contract Documents and shall review the work for acceptability of the work thereunder. Neither the Engineer/Architect’s authority or responsibility under the Contract Documents nor any decision made by Engineer/Architect in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility of Engineer/Architect shall give rise to any duty owed by Engineer/Architect to Contractor, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them.
Unless otherwise specifically stated in the contract documents, the Contractor shall provide and pay for material, labor, tools, equipment, water, light, power, transportation, supervision, and temporary construction of any nature, and other services and facilities of any nature, whatsoever necessary, to execute, complete and deliver the work within the specified time. Material and equipment shall be new, free of defects and of the quality specified. Equipment offered shall be current modifications which have been in successful regular operation under comparable conditions. Construction work shall be executed in conformity with the standard practice of the trade.
Project meetings will be held on site as often as deemed necessary by the Engineer/Architect throughout the construction period. Meetings will normally be held monthly. Contractor's representatives shall attend.
The purpose of the meetings will be to discuss schedule, progress, coordination, submittals and job-related problems.
Overtime and shift work may be established as a regular procedure by the Contractor with reasonable notice and written permission of the Owner. No work other than overtime and shift work established as a regular procedure shall be performed between the hours of 6:00 p.m. and 7:00 a.m. nor on Sundays or holidays except such work as is necessary for the proper care and protection of the work already performed or in case of an emergency.
Contractor agrees to pay the Owner's costs of overtime inspection except those occurring as a result of overtime and shift work established as a regular procedure. Overtime inspection shall include inspection required during holidays and weekends, and between the hours of 6:00 p.m. and 7:00 a.m. on weekdays. Costs of overtime inspection will cover Engineer/Architecting, inspection, general supervision and overhead expenses which are directly chargeable to the overtime work. Contractor agrees that Owner shall deduct such charges from payments due the Contractor.
Where the contract requires that materials or equipment be provided or that construction work be performed, and detailed specifications of such materials, equipment or construction work are not set forth, the Contractor shall perform the work using materials and equipment of the best grade in quality and workmanship obtainable in the market from firms of established good reputations, and shall follow standard practices in the performance of construction work. The work performed shall be in conformity and harmony with the intent to secure the standard of construction and equipment of work as a whole and in part.
Although the plans and specifications may make reference to particular manufacturers and model numbers for various products, such reference is made only to establish function and quality of such products. If it is desired to use materials or equipment of trade names or of manufacturer's names which are different from those mentioned in the Contract Documents, applicable for the approval of the use of the specified materials or the specified items of equipment as manufactured by firms other than those named in the Contract Documents must reach the hands of the Procurement Officer by the date established for the questions and answers period for this IFB. The burden of proving equivalent of a proposed substitute to an item designated by trade name or by manufacturer's name in the Contract Documents rests on the party submitting the request for approval. The Contractor warrants that if substitutions are found to have no exceptions, no major changes in the function or general design of the project will result. Incidental changes or extra component parts required to accommodate the substitute will be made by the Contractor without a change in the contract price or contract time.
The written application for approval of a proposed substitute must be accompanied by technical data which the party requesting approval desires to submit in support of his application. The Engineer/Architect will give consideration to reports from reputable independent testing laboratories, verified experience records showing the reputation of the proposed product with previous users, or any other written information that is reasonable in the circumstances.
The application to the Purchasing Agent for approval of a proposed substitute must be accompanied by a schedule setting forth in what respects the material or equipment submitted for consideration differs from the materials or equipment designated in the Contract Documents. The degree of proof required for approval of a proposed substitute as equivalent to a named product is the amount of proof necessary to convince the Engineer/Architect beyond all doubt. To be acceptable, a proposed substitute must, in addition, meet or exceed all express requirements of the Contract Documents.
If submittal is approved by the Engineer/Architect, an addendum will be issued to all prospective bidders by the date established as the questions and answers period for this IFB. Unless requests for changes are received and approvals are published by addendum in accordance with the above procedure, the successful bidder shall be held responsible for furnishing items and materials of the trade names or manufacturer's names called for in the specifications. The Engineer/Architect shall be the final judge on questions of equivalence.
The Engineer/Architect and Owner will consider offers for substitution only from the Contractor and will not acknowledge or consider such offers from suppliers, distributors, manufacturers, or subcontractors. The Contractor's offers of substitution shall be made in writing to the Procurement Officer and shall include sufficient data to enable the Engineer/Architect to assess the acceptability of the material or equipment for the particular application and requirements.
Manufactured articles, material and equipment shall be applied, installed, connected, erected, adjusted, tested, operated and maintained as recommended by the manufacturer, unless otherwise specified. Manufacturer's installation instructions and procedures shall be provided prior to installation of the manufactured articles, material and equipment.
Data required by the Engineer/Architect or Owner for inspecting, testing, operating or maintaining parts of the work shall be provided by the Contractor.
Unless otherwise specified, such information shall consist of six (6) copies and shall be provided at the time the referenced material or equipment is delivered to the job site. The data shall include such items as shop drawings, erection drawings, reinforcing steel schedules, testing and adjusting instructions, operations manuals, maintenance procedures, parts lists and record drawings. When applicable, information and data to be provided shall be identified by the specified equipment number. Extraneous material on the pages or drawings provided shall be crossed out, and the equipment or material to be supplied shall be clearly marked. Such information is to be provided as part of the work under this contract and its acceptability determined under normal material submittal procedures. The certificate of substantial completion shall not be issued for any portion of the work for which complete product data has not been submitted and approved.
Six (6) complete sets of operation and maintenance information shall be provided for all mechanical and electrical equipment. Such operating and maintenance information shall consist of the name and address of the manufacturer, the nearest representative of the manufacturer, and the nearest supplier of the manufacturer's equipment and parts. In addition, the following items of information shall be provided where applicable.
Record drawings refer to those documents maintained and annotated by the Contractor during construction and are defined as (1) a neatly and legibly marked set of contract drawings showing the final location and elevations, as appropriate and referenced to the bench marks shown on the plans, for all piping, manholes, equipment, electrical conduits, outlet boxes, cables and electrical wiring diagrams; (2) additional documents such as schedules, lists, drawings, and electrical and instrumentation diagrams included in the specifications; (3) Contractor layout and installation drawings; and (4) general and specific notes and detailed, dimensioned sketches regarding interferences, high water tables, poor soil conditions, relocation of existing utilities or other information pertaining to unusual or unexpected construction techniques, installations or conditions.
Unless otherwise specified, record drawings shall be full size and maintained in a clean, dry, and legible condition. Record documents shall be subject to periodic review by the Engineer/Architect. Record documents shall not be used for construction purposes and shall be available for review by the Engineer/Architect during normal working hours at the job site. Prior to final inspection, all record drawings shall be submitted to the Engineer/Architect.
All utilities installed under this contract shall be shown on the drawings and located by sequential stations. Record drawings shall commence with the same station as the construction drawings. The following items shall be stationed on all utility record drawings: Piping, Valves, Fittings, Service lateral connection to the main, Manholes, Points of tie-in, Fire hydrants and Post hydrants. Also, the centerline of each paved street of which the utility crosses shall be given a station.
Where sanitary sewers or sanitary sewer services have been stubbed out for future use, the invert elevation of the capped or plugged end shall be given to the nearest 0.1 feet.
The drawings shall be marked to show the relative location of utilities to surface improvements. (i.e. show utilities on correct side of curb, trees, other utilities, etc.) Marking of the drawings shall be kept current and shall be done at the time the material and equipment are installed. Failure to maintain current record drawings shall be cause for delay of request for payment. Annotations to the record documents shall be made with an erasable colored pencil conforming to the following color code:
Additions - Red
Deletions - Green
Comments - Blue
Dimensions - Graphite*
*Legibly mark to record actual depths, horizontal and vertical location of underground utilities, cables, and appurtenances referenced to permanent surface improvements.
Record Drawing Disc(s): In addition to the “record drawings” a DXF Disc(s) (Export File from Auto Cad) showing all “record drawings” shall be prepared and submitted.
The professional Engineer/Architect or Licensed Surveyor preparing the disc(s) shall certify to the County that “all information contained on the disk(s) is accurate and correct”.
During progress of this work, the Contractor shall furnish and keep on file at all times a complete and separate set of black line prints on which shall be clearly, neatly and accurately noted promptly as work progresses all changes, revisions and addition to the work, and wherever work was installed otherwise than as shown on the contract drawings.
As the work progresses, record on one set of Drawings all changes and deviations from the Contract Drawings. Record also the exact final locations of sewer, water and gas lines by off-set distances to surface improvements, such as buildings or curbs. Upon completion, have these Drawings and records checked by the Architect and deliver them to the Authority for incorporation in the Tracings.
At completion of work, the Contractor shall furnish a second set of black line prints, which he shall mark up with as-built features exactly duplicating the original marked set. The Contractor shall then deliver both sets of marked prints to the Architect.
Prints shall be furnished by the Contractor.
The Contractor shall provide and maintain all necessary watchmen, barricades, lights, fencing, flagmen and warning signs and take all necessary precautions for the protection of the public safety and/or as required by law. Such facilities shall be maintained throughout the life of this contract.
The Contractor shall continuously maintain adequate protection of all work from damage, and shall take all reasonable precautions to protect the Owner's property from injury or loss arising in connection with this Contract. The Contractor shall adequately protect adjacent private and public property, as provided by Law and Contract Documents.
Before parking any heavy equipment on property of the Owner, the contractor must request and receive permission from the Owner.
In the course of the construction work, it may be necessary to disturb and remove the established lot or property corners of some of the properties. The Contractor shall be required to record all property corners and replace them after the construction is completed.
All lot or property corners removed as described above, or all lot or property corners destroyed by the Contractor's operations shall be replaced at the expense of the Contractor by a Land Surveyor registered in the State of Georgia. The Contractor shall provide certification from the Land Surveyor for all reset property corners.
All known utility facilities are shown schematically on the plans and are not necessarily accurate in location as to plan or elevation. Utilities such as service lines or unknown facilities not shown on the plans will not relieve the Contractor of his responsibility under this requirement. The Contractor shall be responsible for the cost of repairs to any damaged underground facilities; even when such facilities are not shown on the plans. The Contractor shall contact all utility companies prior to beginning work and request an accurate location of their respective utilities. "Existing Utility Facilities" shall mean any utility that exists on the project in its original, relocated or newly installed position.
In accordance with Ga. Code Title 25, Section 9, “Georgia Utility Facility Protection Act” (as amended) the Contractor shall call, by law, the Utility Location and Coordination Council in Atlanta at 1-800-282-7411 and shall request that all owners of utilities, including gas companies, electric companies, telephone companies, cable television companies and governmental units, prior to starting any excavation of the project locate and mark their respective facilities.
All Contractors’ operations shall be conducted as to interfere as little as possible with utility service. Any proposed interruption by the Contractor must be approved in advance by the respective utility's owner. The existence and location of underground utilities will be investigated and verified in the field by the Contractor before starting work. The location of all known interferences based on the best information available has been shown on the drawings, but this information may not be complete or accurate.
Water lines and gas lines and appurtenances and sewer lines uncovered by the Contractor shall be protected and kept in service by the Contractor and the Contractor shall notify the respective utility's owner that the line has been or will be uncovered. The Contractor shall use adequate braces and slings or other appropriate methods to keep the lines in service, and any repairs made necessary by his operation shall be made at the Contractor's expense. Extreme caution shall be exercised when equipment is being moved or work is being performed under and around existing utility facilities, especially gas.
The Contractor shall familiarize himself with and comply with the provisions of O.C.G.A. Section 25-9-1 et. seq. If any public or private utility lines, pipes, facilities, or structures are damaged or broken by the operations of the Contractor as a result of being disturbed, exposed or unsupported, the Contractor shall be responsible for the complete and prompt restoration of the same and shall indemnify and hold the Owner, its officers, employees and agents harmless from any claims or causes or action for damage and for any liability which may arise therefrom.
The Contractor is responsible for coordinating with the respective utility's owner any relocation, adjustment, holding or replacement of utility facilities.
Power poles, telephone poles, gas lines, and other utility facilities to be relocated shall be moved by the responsible utility owner. The relocation, holding or replacement of any existing facilities shall be considered consequential to the work and any cost associated therewith shall be borne by the Contract and no expense shall accrue to the Owner.
The Contractor shall not disconnect, cut, cut into, or otherwise interrupt any existing utility service, electrical, water, gas, sewerage or any other work, pipe or conduit which connects to or serves the existing building installations or facilities from either maned or on-site sources except as follows:
There shall be no discrimination against any employee who is employed in the work covered by this Agreement, or against any applicant for such employment because of race, color, religion, sex or national origin. This provision shall include, but is not limited to the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates or pay or their forms of compensation, and selection for training, including apprenticeship.
The Contractor shall schedule and sequence the delivery of material and equipment such that installation can be accomplished in a timely manner. The Contractor shall thoroughly examine all material and equipment upon delivery and shall not accept delivery of defective or damaged material or equipment.
Nylon slings and chokers shall be used for lifting all material and equipment. Chains, cables, wire rope, or other such items that may cause change to factory applied coatings shall not be used for handling of material or equipment.
Material and equipment shall be stored as compactly and neatly as practicable at points convenient for the Contractor and which do not damage the work or interfere with or are otherwise hazardous to traffic. Material and equipment shall be stored so as to facilitate inspection and to insure preservation of their quality and fitness for use. All material and equipment shall be stored on wooden skids or platforms such as not to be in direct contact with the ground.
All mechanical and electrical equipment shall be stored and covered in a manner such as to completely be protected from dust and moisture. Prior to the delivery of any materials or equipment the Contractor shall submit, for the Engineer/Architect’s review, a plan showing all designated storage and assembly areas. Should the Contractor choose to store material or equipment or use for assembly property which is not owned by the Owner or the Contractor, a letter of permission signed by the legal owner of the property shall be obtained by the Contractor and submitted to the Engineer/Architect a minimum of 24 hours prior to delivery. All material and equipment stored at any facility other than the site shall be tagged with the Owners name and the project number. Payment shall not be made for "Stored Materials" for any material stored at locations or in any manner not suitable to the Owner.
The Contractor shall maintain the work from the beginning of construction operations until final acceptance of the Project. This maintenance shall constitute continuous and effective work prosecuted day by day with adequate equipment and forces to the end that the roadway or structures are kept in satisfactory condition at all times, including satisfactory signing or marking as appropriate and control of traffic where required by use of traffic control devices as required by the State of Georgia.
Upon completion of the work, the Contractor shall remove all construction signs and barricades before final acceptance of the Project.
In an emergency affecting the safety of life or of the work or of adjoining property, the Contractor is, without special instructions or authorization from the Owner, hereby permitted to act at his discretion to prevent such threatening loss, damage or injury. He shall also act, without appeal, if so authorized or instructed by the Owner. The Contractor shall supply the Engineer/Architect and the Owner with two (2) emergency phone numbers for contact 24 hours per day in the event of an emergency. After attempting contact with the Contractor via the emergency phone numbers, the Contractor cannot be reached, or should he fail to respond, the Owner may remedy the situation by whatever means as may be necessary and deduct the cost for same from any monies due the Contractor.
Any compensation claimed by the Contractor due to emergency work shall be subject to review by the Engineer/Architect and approval of the Owner.
The Contractor shall comply with the Department of Labor, Safety and Health Regulations for Construction promulgated under the Occupational Safety and Health Act of 1970, as amended. The Contractor also shall comply with the provisions of the High-Voltage Safety Act of the State of Georgia, O.C.G.A. Section 46-3-30 et. seq., and all federal, state, and local codes, regulations, and standards.
The Contractor shall provide at the site such equipment and medical facilities as are necessary to supply first-aid service to anyone who may be injured in connection with the work. The Contractor shall report in writing to the Owner all accidents whatsoever arising out of, or in connection with, the performance of the work, whether on or adjacent to the site, which causes death, personal injury, or property damages, giving full details and statement of witnesses. In addition, if death or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the Contractor or any sub-contractor an account of any accident, the Contractor shall promptly report the facts to the Owner, giving full details in writing of the claim.
The Contractor shall provide his Superintendent and Foreman who are on the site of the work, the name of hospital and phone number and the name and phone number of the doctor he proposes to use in case of accident.
The Contractor shall be governed by the local load limit requirements of the Georgia Standard Specifications on State, County or City maintained roadways. The Contractor shall be responsible for his damage to existing streets and roads.
The Contractor shall provide temporary sanitary facilities for the use of the workmen during the progress of the work. The sanitary facilities shall conform to the requirements of the Federal Occupational Safety and Health Administration. All facilities shall be removed at the completion of the Contract.
Should the Contractor desire, he may erect structures for housing tools, machinery and supplies; structures will be permitted only at places approved by the Owner. Their surroundings shall be maintained at all times in a sanitary and satisfactory manner. On or before the completion of the work, all such structures shall be removed, together with all rubbish and trash, and the site shall be restored to its original condition at the expense of the Contractor. Structures will not be permitted for the housing of men.
The Contractor shall, as directed by the Owner, remove at his own expense from the Owner's property and from all public and private property all temporary structures, rubbish and waste materials resulting from his operations. Clean-up shall be concurrent with the work. Where complete restoration is not reasonable until testing or inspection is complete, the Contractor shall, at minimum, remove all debris and trash and perform grading such that the area is left neat and without depressions that may hold water. The sufficiency of temporary clean-up shall be at the discretion of the Engineer/Architect and the Owner.
The Contractor shall make all necessary applications and arrangements and pay all fees and charges for electrical energy for power and light required for the proper completion of this contract during its entire progress. The Contractor shall provide all temporary wiring, switches, connections and meters.
There shall be sufficient artificial light, by means of electricity, so that all work may be done in a workmanlike manner when there is not sufficient daylight.
The Contractor shall remove all temporary electrical service and appurtenances prior to final acceptance by the Owner. Where permanent electrical service is required, the Contractor shall request, in writing, an inspection of the electrical components of the work. Such request for inspection shall be given a minimum of 48 hours in advance. At such time as the electrical components of the work have been inspected and approved, the Contractor shall request from the Owner, in writing, an electrical service. Such request for electrical service shall be given a minimum of ten (10) days in advance.
The Contractor shall provide all water required to successfully perform the work. All water provided by the Contractor which is not potable shall be clearly marked as such.
All water from fire hydrants, post hydrants, or otherwise from the existing distribution system under local control, shall be metered with a meter supplied by any local public body or authority responsible for the system and shall be obtained only with written authorization of the Owner. The Contractor shall remove all temporary water service and appurtenances prior to final acceptance by the Owner.
The Contractor shall conduct his operations so as to minimize, to the greatest extent possible, adverse environmental impact.
The parties hereto expressly agree that the provisions of the Georgia Prompt Pay Act, O.C.G.A. Section 13-11-1 et. seq., shall not apply to this Contract and is superseded by the terms and conditions of the Contract.
Not later than the fifth day of every month the Contractor shall prepare and submit a Request for Periodic Payment, along with an Affidavit of payment of claims, covering the total quantities under each item of work that has been completed from the start of the job up to and including the last day of the preceding month, and the value of the work so completed determined in accordance with the schedule of values for such items together with such supporting evidence as may be required by the Engineer/Architect; however, the Owner reserves the right to request additional information from the Contractor.
This estimate may also include an allowance for the cost of such materials and equipment required in the permanent work as has been delivered to the site or stored in an approved location and suitably protected but not as yet incorporated in the work. Under no circumstances shall any material or equipment, for which payment has been made by the owner to the Contractor, be sold, returned to the supplier or otherwise moved from storage except for incorporation into the work as covered in this contract without written authorization from the Owner. Payments shall be made for materials stored off-site only if said materials are stored in an independent bonded warehouse and if all costs of storage, insurance, loading and transfer for such materials is paid for by the Contractor. The Contractor shall submit to the Owner bills of lading and bonds with any request for such payment.
Not later than the 30th day after submitting an accepted, approved and correct estimate along with all required documentation (as per these contract documents) as detailed in the above paragraph, the Owner shall, after deducting previous payments made, pay to the Contractor 90% of the amount of the estimate as approved by the Owner, as long as the gross value of completed work is less than 50% of the total Contract amount, or if the Contractor is not maintaining his construction schedule to the satisfaction of the Owner, the Owner shall retain 10% of the gross value of the completed work as indicated by the current approved estimate.
After the gross value of completed work becomes equal to 50% of the total Contract amount within a time period satisfactory to the Owner, then the Owner will continue to retain the 10% of the first 50% of the work but will not require any additional retainage; provided, however, that if work is unsatisfactory or falls behind schedule, retention may be resumed at the previous level after notification to the Contractor. Amounts unpaid at the end of the 30 days after the billing date shown on each invoice shall bear interest at the rate of one percent (1%) per month not to exceed three months (3%).
The Contractor shall also submit with each Request for Periodic Payment a progress report on a form approved by the Engineer/Architect at or before the pre-construction conference. Failure to submit a progress report shall be grounds for the Owner to withhold payment. To expedite the approval of requests for partial payment, the Contractor shall submit with his request the following information:
The Owner has a right to hold a payment to a contractor who has not included an updated progress report with his pay request.
Retention of contractual payments and the creation of escrow accounts for contracts for the installation, improvement, maintenance or repair of water or sewer facilities shall be in accordance with the Georgia Retainage Law, Section 13-10-20, Article 2, as found in O.C.G.A.
Before final payment is due, the Contractor shall submit evidence satisfactory to the Engineer/Architect and Owner that all payrolls, material bills, and other indebtedness connected with the work have been paid, except that in case of disputed indebtedness or liens, the Contractor may submit in lieu of evidence of payment an additional Surety Bond satisfactory to the Owner guaranteeing payment of all such disputed amounts when adjudicated.
Special Payment Provision: For contractor where payment bonds have been waived, all Requests for Periodic payment forms submitted by the Contractor shall be accompanied by payment affidavits from each subcontractor/supplier for the services/materials claimed before payment will be released by the owner. Application for final payment shall also be accompanied by a lien waiver from each (sub)contractor/supplier who furnished labor or materials for the job.
Under this paragraph, failure to supply said documentation, any additional requested information, partial releases, waiver of liens, and evidence of payment of all current accounts will be considered grounds for withholding partial payments, and failure to supply a release and unconditional lien waivers for said Surety Bond for the entire job, on completion, will be grounds for withholding final payment.
Measurement and payment shall be made for the units or lump sum contract prices shown on the Bid Schedule. Direct payment shall only be made for those items of work specifically listed in the proposal and the cost of other work must be included in the contract price for the applicable item to which it relates.
Within ten (10) days of issuance of the Notice of Award, on lump sum contracts, the Contractor shall provide, for review and approval, a schedule of values for the various subdivisions of the work.
The Owner may, at any time during progress of the work, after written notice to the Contractor, take over and place in service any completed portions of the work which are ready for service, although the entire work of the Contract is not fully completed and notwithstanding the time for completion of the entire work or such portions which may not be expired. In such case, the Engineer/Architect with the Owner’s occurrence may issue documents of Substantial Completion for such portions of the work; but such taking possession thereof shall not be deemed an acceptance of any other portions of the work, nor of any uncompleted portions, nor of any work not completed in accordance with the Contract Documents.
During the execution of the work certain portions of the work may be directly or indirectly placed in service. However, "beneficial use" shall not be claimed by the Contractor as a means to force acceptance or completion. It shall be the responsibility of the Contractor to request, in writing to the Owner, an inspection to determine acceptance on all or any portion of the work. It shall be the responsibility of the Contractor to consider the amount of time any particular portion of this job may be used prior to Final Acceptance and bid the job accordingly.
The Owner may withhold or, an account of subsequently discovered evidence, nullify the whole or part of any certificate of payments to such extent as may be necessary to protect himself from loss on account of:
When the above grounds are removed or the Contractor provides a Surety Bond, satisfactory to the Owner, which will protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them.
Nothing in this paragraph shall negate, abridge, or alter other grounds for withholding or delaying payment to the Contractor as stated in the Contract.
The drawings and specifications shall both be considered as a part of the contract. Any work and material shown in the one and omitted in the other, or described in the one and not in the other, or which may fairly be implied by both or either, shall be furnished and performed as through shown in both, in order to give a complete and first class job.
The Contractor shall be fully responsible to the Owner and to the Engineer/Architect for all acts and omissions of the Subcontractors, Suppliers and other persons and organization performing or furnishing any of the work under a direct or indirect contract with the Contractor just as Contractor is responsible for Contractor’s own acts and omissions.
The Owner, without invalidating the Contract, may order additions to or deductions from the work. The Contractor shall proceed with the work, as changed and the value of any such extra work or change shall be determined as provided in the Agreement, and the contract sum adjusted accordingly. Any claim for extension of time caused thereby shall be adjusted at the time of ordering such change. In giving instructions, the Engineer/Architect shall have authority to make minor changes in the work which does not involve extra cost and is consistent with the purpose of the work. Except in an emergency endangering life and property, no extra work or change shall be made unless in pursuance of a written order, and no claim for an addition to the Contract Sum shall be valid unless the additional work was so ordered.
If the Engineer/Architect orders, in writing, the performance of any work not covered by the plans or included in the specifications, and for which no unit price or lump sum basis can be agreed upon, then such extra work shall be done on a Cost-Plus-Percentage basis of payment as follows:
The Contractor shall promptly remove from the premises all material condemned by the Engineer/Architect, or as determined by the Engineer/Architect as failing to meet Contract requirements, whether incorporated in the work or not, and the Contractor shall promptly replace and re-execute his own work in accordance with the Contract and without expense to the Owner and shall bear the expense of making all work of other Contractors destroyed or damaged by such removal or replacement.
If the Contractor does not remove such condemned work and materials as promptly as possible, after written notice, the Owner may remove them and store the material at the expense of the Contractor.
The Owner will suffer financial loss if the work is not complete on the date set forth in the Contract Documents, including extension granted thereto. Failure to complete the work within the number of days stipulated in the Contract shall entitle the Owner to retain from compensation otherwise due to be paid to the Contractor, or for the Owner to be paid directly by the Contractor the sum of THREE HUNDRED DOLLARS ($300) as fixed and agreed to as liquidated damages for each calendar day of delay until the work is complete. The Contractor, and his Surety, shall be liable for and shall pay to the Owner any sum due and owing to the Owner as liquidated damages.
It is agreed by and between the parties hereto that the aforesaid sum has been established, not as a penalty but as liquidated damages and that it is reasonable and acceptable, as the County provides services necessary for the health and welfare of the public and due to the impracticability and extreme difficulty of fixing and ascertaining the actual damages sustained in such an event.
If the work should be stopped under an order of any court for a period of three (3) months, through no fault of the Contractor or of anyone employed by him, then the Contractor may, upon seven (7) days written notice to the Owner and the Engineer/Architect, stop work or terminate this Contract and recover from the Owner payment for all work executed, plus any loss sustained upon any plant or materials excluding overhead, profit and damages.
In the case of termination of this Contract before completion for any cause whatever the Contractor, if notified to do so by the Owner, shall promptly remove any part or all of his equipment from the property of the Owner, failing which the Owner shall have the right to remove such equipment at the expense of the Contractor.
This contract shall be governed by the Laws of the State of Georgia.
If any provision hereof shall be held or deemed to be or shall, in fact, be inoperative or unenforceable as applied in any particular case in any jurisdiction or jurisdictions or in all jurisdictions, or in all cases because it conflicts with any other provision or provisions hereof or any constitution or statute or rule of public policy, or for any other reason, such circumstances shall not have the effect of rendering the remaining provision of this Contract invalid, inoperative or unenforceable.
This line item shall be strictly reserved for work as required by the Owner under Paragraph 82 and Paragraph 83 without the adjustment of the contract sum, and shall not otherwise be interpreted for any other use and shall not contain any of the Contractor's work, or cost, known or unknown, at the time of bidding.
Prior to final acceptance of the work, a summary change order shall be developed and the contract sum shall be reduced by the total amount of the quantity variance reserve not used by the Owner.
Should there be a discrepancy between the General Conditions and Technical Specifications, the Technical Specifications shall govern.
Pursuant to O.C.G.A. § 13-10-91 (Georgia Security and Immigration Compliance Act), every public employer, every contractor of a public employer, and every subcontractor of a public employer’s contractor must register and participate in a federal work authorization program. No public employer shall enter into a contract for the physical performance of services within this state unless the contractor registers and participates in a federal work authorization program to verify the work eligibility information of all new employees.
No contractor or subcontractor shall enter into a contract or subcontract with a public employer in connection with the physical performance of services within this state unless such contractor or subcontractor registers and participates in a federal work authorization program to verify the work eligibility information of all new employees.
Contractor acknowledges that the awarding of this contract is conditioned upon initial and ongoing compliance by the contractor and any subcontractor with the requirements of O.C.G.A. § 13-10-91 and Rule 300-10-1-.02 of the Georgia Department of Labor;
Contractor agrees that in the event it employs or contracts with any subcontractor(s) in connection with this contract, Contractor shall secure from the subcontractor(s) an indication of the employee-number category applicable to the subcontractor.
Contractor agrees that its compliance with the requirements of O.C.G.A. § 13-10-91 and Rule 300-10-1-.02 of the Georgia Department of Labor shall be attested by execution of the Contractor Affidavit which is attached hereto and which shall be a part of this contract.
Contractor agrees that, in the event it employs or contracts with any subcontractor(s) in connection with this contract, Contractor shall secure from the subcontractor(s) an attestation of the subcontractor’s compliance with O.C.G.A. § 13-10-91 and Rule 300-10-1-.02 of the Georgia Department of Labor by the subcontractor’s execution of a Subcontractor Affidavit provided by Glynn County. Contractor shall maintain records of such attestation for inspection by Glynn County at any time. The Subcontractor Affidavit shall become a part of the contractor/subcontractor agreement.
Glynn County shall have the right to retain ownership of any salvaged material or equipment. The contractor shall notify the owner prior to the disposal of any salvageable material.
The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Bid Times indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
BIDDER accepts all of the terms and conditions of the Invitation and Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the day of Bid opening, or for such longer period of time that BIDDER may agree to in writing upon request of OWNER.
In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:
This project will be awarded by base bid plus selected alternates, if any.
BIDDER acknowledges that estimated quantities are not guaranteed and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities installed.
The Contractor shall write "no bids" in all appropriate spaces.
BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement.
The following documents are attached to and made a condition of this Bid:
Required Bid Security in the form of 5% of the Bid Total Price.
The undersigned further agrees that in case of failure on his part to execute the said contract and the Bond within fifteen (15) consecutive calendar days after written notice being given of the award of the contract, the check or bid bond accompanying this bid, and the monies payable thereon shall be paid into the funds of the Owner as liquidated damages for such failure, otherwise, the check or bid bond accompanying this proposal shall be returned to the undersigned.
Communications concerning this Bid shall be addressed to:
Glynn County Board of Commissioners
Attention: Resden Talbert, Procurement Officer
1725 Reynolds St., 3rd Floor
Brunswick, Georgia 31520
Voice: 912 554-7135
Email: rtalbert@glynncounty-ga.gov
Terms used in this Bid which are defined in the General Conditions or Instructions will have the meanings indicated in the General Conditions of Instructions.
Please provide a price breakdown of your lump sum:
Mobilization, Material, Labor, Demobilization, Equipment, etc..
Please provide a 30-60-90-150 day schedule of the work to be preformed.
Attach W9
Please download the below documents, complete, and upload.
Please download the below documents, complete, and upload.
Please download the below documents, complete, and upload.
Please download the below documents, complete, and upload.
Please download the below documents, complete, and upload.
For any bids over $100,000, Please download the below documents, complete, and upload.
If the submitted bid is under $100,000, Please upload the bid bond with a N/A.
Please upload the Approval Letter provided to you from the Glynn County Procurement Department.
EEO Plan
The successful Proposer will develop and implement an EEO policy that, as a minimum, will recruit, hire, train, and promote, at all levels, without regard to race, color, religion, national origin, sex, or age, except where sex or age is a bona fide occupational qualification.
EEO For Veterans/Handicapped
The successful Proposer will also provide equal employment opportunities for qualified disabled veterans, handicapped persons and veterans of the Vietnam Era.
EEO For Successful Proposer Programs
The successful Proposer, will ensure equal employment opportunity applies to all terms and conditions of employment, personnel actions, and successful Proposer-sponsored programs. Every effort shall be made to ensure that employment decisions, programs and personnel actions are non-discriminatory. That these decisions are administered on the basis of an evaluation of an employee's eligibility, performance, ability, skill and experience.
EEO Acquisitions
The successful Proposer will develop and implement a policy that will give equal opportunity to the purchase of various goods and services from small businesses and minority-owned businesses.
If the answer to this question is no, will the Proposer have such a policy in place prior to commencing work on this project?
The Proposer herein assures the County that it is in compliance with Title VI & VII of the 1964 Civil Rights Act, as amended, in that it does not on the grounds of race, color, national origin, sex, age, handicap, or veteran status, discriminate in any form or manner against employees or employers or applicants for employment and is in full compliance A.D.A.
Please Provide:
Enter Fiscal Year that the project will come out of.
Enter Contract Time
Q (No subject): Previously, I quoted this job using GAF Silicone. Is that not an option this time ?
A: No silicone is not an option. We are strictly requiring Garland brand product Liqui-Tec.
Q (Bond requirements): Would you be able to confirm if there are any bonds required? If so, what are they?
A: To bid you must submit a 5% bid bond, located in the questionnaire section. If you are awarded the project then a Payment and Performance bond will be executed in the Contract documents that are sent once awarded.
Q (Thermal Scan): Please tell me where I can find the Thermal scan done on roof. Maybe I overlooked it in Documents but I just don't see it.
A: The nuclear scan document can be found under the attachment tab. It is located inside the GC Magistrate Courthouse Project Manual (pages 17-27).
SLED stands for State, Local, and Education. These are solicitations issued by state governments, counties, cities, school districts, utilities, and higher education institutions — as opposed to federal agencies.
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