BL153_26 Inv.pdf

October 26, 2026

INVITATION TO BID

BL153-26

The Gwinnett County Board of Commissioners is soliciting competitive sealed bids from qualified service providers for the Purchase and Installation of Fence on an Annual Contract with four options to renew for various Gwinnett County Departments.

Bids should be typed or submitted in ink and returned in a sealed container marked on the outside with the BL# and Company Name. Bids will be received until 2:50 P.M. local time on December 15, 2026 at the Gwinnett County Financial Services - Purchasing Division – 2nd Floor, 75 Langley Drive, Lawrenceville, Georgia 30046.

Any bid received after this date and time will not be accepted. The bid opening will be virtual ONLY. To access the bid opening virtually, visit the following link:

https://teams.microsoft.com/meet/240633133404494?p=IwpPPRWlt3WgBNWZRA or dial +1 323-676-6170 and enter Conference ID 440 800 063# Apparent bid results will be available the following business day on our website www.gwinnettcounty.com.

Questions regarding bids should be directed to Savannah Anderson, Purchasing Associate II, at Savannah.Anderson@GwinnettCounty.com or by calling 770-822-8736, no later than Monday, November 23, 2026. Bids are legal and binding upon the vendor when submitted. All bids should be submitted in duplicate.

Successful service providers will be required to meet insurance requirements. The Insurance Company should be authorized to do business in Georgia by the Georgia Insurance Department and must have an A.M. Best rating of A-7 or higher.

Gwinnett County does not discriminate on the basis of disability in the admission or access to its programs or activities. Any requests for reasonable accommodations required by individuals to fully participate in any open meeting, program or activity of Gwinnett County Government should be directed to the ADA Coordinator at the Gwinnett County Justice and Administration Center, 770-822-8165.

The written bid documents supersede any verbal or written prior communications between the parties.

Award will be made to the contractor(s) submitting the lowest responsive and responsible bid. Gwinnett County reserves the right to reject any or all bids to waive technicalities and to make an award deemed in its best interest.

Bids may be split or awarded in entirety. Gwinnett County reserves the option to negotiate terms, conditions and pricing with the lowest responsive, responsible vendor(s) at its discretion.

Award notification will be posted after award on the County website, www.gwinnettcounty.com and companies submitting a bid will be notified via email.

We look forward to your bid and appreciate your interest in Gwinnett County.

Savannah Anderson Purchasing Associate II

The following pages should be returned in duplicate as your bid: Bid Schedule, Pages 28-36

References, Page 37 List of Subcontractors, Page 38 Code of Ethics, Page 44 E-Verify, Page 45 https://teams.microsoft.com/meet/240633133404494?p=IwpPPRWlt3WgBNWZRA http://www.gwinnettcounty.com/ mailto:Savannah.Anderson@GwinnettCounty.com http://www.gwinnettcounty.com/

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Provision of Fence and Gate Installation and Repair Services

I. INTRODUCTION

The Gwinnett County Board of Commissioners is soliciting competitive sealed bids from qualified and experienced contractors for the provision of repair and installation services for fences and gates at various County facilities. The work elements may include but are not limited to, the demolition and removal of existing fencing and gates, repair of damaged or deteriorated fencing systems, and the installation of new fence and gate systems, the type of which will be specified in the initial request from the County.

The County intends to award to one Service Provider but reserves the right to make an award deemed in its best interest. This invitation to bid is intended to secure competitive pricing and qualified Service Provider capable of providing high-quality workmanship in compliance with all applicable County standards, codes, and specifications. Service Providers are encouraged to review the full solicitation documents for detailed requirements, submittal instructions, evaluation criteria, and contract terms. Gwinnett County appreciates your interest in doing business with us and looks forward to receiving your competitive bid.

A. Scope of Services

1. The successful contractor shall warrant both materials and workmanship. If any work is found defective or not in accordance with the specifications or applicable codes and standards, the contractor shall correct warranted work promptly after notification from the County to do so. Labor shall carry a one-year warranty, and the awarded contractor shall be responsible for the maintenance and execution of manufacturer’s material warranties on all systems installed by the awarded contractor. The County will not be liable for payment for materials or labor associated with defective work or work not in accordance with the specifications.

2. Work must begin within 10 business days of and be completed within 30 days of purchase order date unless otherwise mutually agreed upon, in writing, by the vendor and Gwinnett County DDR. Refer to General Instructions for Bidders, Terms & Conditions. Gwinnett County reserves the right to use another service provider if the awarded service provider is unable to meet the response times. The County may charge the awarded service provider the difference in costs to use another service provider.

3. Emergency requests (safety issues) must be completed the same day including weekdays, holidays, and weekends. Gwinnett County shall be the sole determinate of emergencies. This would not be a common occurrence. All emergency requests require a call back within one hour of the initial contact as well as a two-to-six-hour response for crew to be on site. This window varies by Department and should be determined by the DDR. Same day completion is required for all emergency requests.

4. After hours, weekend and holiday work may be requested by the user departments.

5. When you enter unit prices, do not exceed 2 decimal points.

6. The approximate annual quantities shown on the bid schedule are only estimates. The actual amount of work may be less than or may exceed these quantities. As quantities shall be based on County's needs there shall be no guaranteed minimum quantity of work.

7. For new fence installations over $20,000.00, Gwinnett County reserves the right to solicit competitive quotes to ensure that pricing is in the best interest of the County.

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8. Rental Equipment: The cost of renting equipment that is not part of the normal equipment used to install/repair typical fencing shall be reimbursed by the County at cost with no markup allowed. Additionally, rental receipts must be attached to your invoice. Reimbursement will not occur without receipts. Approval by a County Representative (DDR) must be obtained in advance.

9. Quality Assurance:

a. Provide fences and gates as complete units produced by a single manufacturer, including necessary erection accessories, fittings, and fastenings for consistent quality in appearance and physical properties.

b. Installation shall be performed by a fence installer with demonstrated and verifiable experience within the last three years (2019-2021).

c. Materials and installation shall comply with the following standards:

• American Society of Testing and Materials, (ASTM)

• Chain Link Manufacturer Institute, (CLMI)

• American Wood Preservers Association Standards

10. Delivery, Storage and Handling

a. Deliver chain link fence materials in the manufacturer's original packaging with tags and labels intact and legible (for Section J Wood Barrier, AWPB Quality Mark Requirements).

b. Handle and store material to prevent damage and deterioration.

11. Preparation and Installation:

a. Verify existing conditions before beginning work. Any discrepancies between plans and existing conditions should be brought to the attention of the Designated Department Representative (DDR).

b. Do not start fence work until unsatisfactory conditions are corrected.

c. Locate all underground utilities prior to beginning work.

d. Protect existing utilities and structures to remain. All existing items to remain must be restored to their previous condition.

e. Where applicable, remove existing fence components and dispose of legally off-site.

f. Locate and mark post positions.

g. When replacing existing fence in the same location, posts shall be located in the same position as previous posts, except where existing post spacing exceeds 10'-0" on center or manufacturer’s recommendation.

h. Install the fence system in accordance with the manufacturer’s installation instructions,

i. attached drawings and/or as directed by the County representative DDR.

j. Provide a rigid, plumb, finished fence structure.

k. Slope/alignment top rails on sideline and fences to be straight, true and uniform, without undulation.

l. Drill post holes into firm, undisturbed or compacted earth. Excavated post hole dirt may be spread uniformly adjacent to fence line as approved by the County representative DDR.

m. Welding: Any necessary welding will be done by an experienced craftsman.

Angles, heights and lines will be uniform and true. Grind welds smooth. Apply approved rust inhibitor primer (one coat). Apply two coats of approved paint for repairing galvanized finishes. Color to match adjacent pipe.

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12. Cleaning:

a. Perform cleaning during installation of the work and upon completion of the work. Remove from site all debris, wire clippings, and equipment. Repair all damage resulting from chain link fence system installation. All surrounding surfaces must be restored to their original condition.

b. Inspect the site daily and do not leave the site without correcting any conditions caused by this work which would be hazardous to the public. Provide barricades, warning tape and other means to protect the public from hazardous conditions while work is in progress.

13. There shall be at least one person, in a position of responsibility, representing the contractor on site at all times that is capable of translating from English to languages used by the work force.

14. References:

Gwinnett County requests a minimum of three (3) references where services of similar size and scope have been completed in the past three (3) years.

15. Incidentals:

The Contractor shall provide all labor, supervision, materials, tools, equipment, transportation, and incidentals required for the repair, replacement and new installation of fences and vehicular and pedestrian gates.

II. SPECIFICATIONS

A. Galvanized Chain Link Fence (Section A)

1. Products

• Acceptable Manufacturers

• Acco Page Fence Division, Monessen, PA. Aluminized Steel

• Allied Tube and Conduit Corp., Harvey, IL. Cold Rolled Steel Pipe (SS-40 Pipe)

• Broski Brothers, Inc., Kansas City, MO. Galvanized Steel, Aluminized Steel

• Century Wire and Fence Co., Inc. Bladensburg, MD. Vinyl Coated Steel

• Century Tub, Pine Bluff, Arkansas. Cold Rolled (DQ - 40)

• Colorguard Corp., Raritan, NJ. Vinyl Coated Steel

• Davis Walker Corp., Memphis, TN. Vinyl Coated Steel

• P&H Tubing, Bossier City, LA. Cold Rolled Steel Pipe (SP-40)

• Southeastern Wire, Tampa, FL. Fabric

• Wheatland Tube, Wheatland, PA. Schedule 40 Steel Pipe, Domestic

• Master-Halco

• Or approved equal

2. Materials

a. Chain Link Fabric: One-piece width, full height up to 12' - 0", 2" mesh, 6 & 9 gauge (0.148") steel wire.

• Finish: galvanized, ASTM A392, Class I, 1.2 ounces zinc per square foot of surface; Coated after fabric fabrication.

• Selvages: Top and bottom selvages knuckled.

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3. Framework: Provide manufacturer's standard roll-formed shapes, structural shapes or round pipe, except as otherwise indicated; Finish: Galvanized, ASTM A120 or A123, not less than 1.8 ounces zinc per square foot of surface.

4. Hardware and accessories: Provide manufacturer's standard hardware and accessories, except as otherwise indicated; Finish: Galvanized, ASTM A152.

5. Pipe weight chart: high tensile steel (SS-40) and Schedule 40 steel pipe.

Pipe Size High Tensile

Steel

Sch.40

Steel

Pipe

1.66"od 1.836 bs./lf 2.27 lbs./lf

1.90"od 2.281 lbs./lf 2.72 lbs./lf

2.375"od 3.117 lbs./lf 3.65 lbs./lf

2.875"od 4.640 lbs./lf 5.79 lbs./lf

3.50"od 5.706 lbs./lf Not Available

4.00"od Not Available 9.11 lbs./lf

6.625"od Not available 18.97 lbs./lf

6. Components

a. End, corner, and pull posts up to 6'-0" fabric height: 2.375" od steel pipe, 3.65 lbs./lf

b. End, corner, and pull posts fabric over 6'-0" height: 2.875" od steel pipe, 5.79 lbs./lf

c. Line Posts up to 6'0" fabric height: 1.90" od steel pipe, 2.72 lbs./lf

d. Line Posts fabric over 6'0" height: 2.375" od steel pipe, 3.65 lbs./lf

e. Gate Posts - gate leaves 6'0" wide or less: 2.875" od steel pipe, 5.79 lbs. /lf

f. Gate Posts - gate leaves over 13'0" and up to 18"0" wide: 4.0" od steel pipe, 9.11 lbs./lf

g. Gate Posts - gate leaves over 18' - 0" wide: 8.625" od steel pipe, 28.55 lbs./lf

h. Rails:

• 1.66" od steel pipe, 2.27 lbs./lf

• Include heavy-duty couplings for each joint. Provide necessary fittings for attaching top and bottom rail to each gate, corner, pull and end post.

i. Bottom tension wire: 7 gauge (1.77”) coiled spring wire; finish to match fabric finish.

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j. Gate frames up to 6' - 0" high, and leaf width 8'-0" or less: 1.660" od steel pipe,

2.27 lbs./lf

k. Gate frames over 6'-0" high, or leaf width exceeding 8'-0": 1.90" od steel pipe,

2.72 lbs./lf

l. Tie wires: galvanized steel (aluminum ties may NOT be used). Minimum 10 gauge galvanized steel.

m. Primer and paint for welds: Paint shall be high zinc dust content paint for repairing galvanized finishes with appropriate base primer. Color to match adjacent pipe - dull at Schedule 40 and shiny at SS-40. Submit technical data for approval.

n. Post braces: Provide bracing assemblies for fences 6'-0" high or over, at each end and gate post and at each corner and at both sides of corner and pull posts.

7. Accessories

a. Tubular post tops: Commercial grade, heavy-duty weather-tight closure caps, 1 top for each post. Provide tops with openings to accommodate top rails; finish to match framework finish.

b. Sleeves, stretcher bars, stretcher-bar bands, clips, ties, rail ends, fasteners, fittings and accessories: Provide manufacturer's standard complying with CLMI specifications; finish to match framework finish.

c. Concrete: ASTM C94 ready-mixed concrete, minimum 28 day compressive strength of 2,500 psi, air-entrained 2% to 4%.

8. Gates

a. Fabricate gate perimeter frames of tubular members assembled by welding or with special fittings at corners. Provide additional horizontal and vertical members to ensure proper operation and for attachment of fabric, hardware and accessories.

b. Gate fabric: metal and finish to match fence fabric.

c. Gate hardware: Provide manufacturer's standard hardware, complete with latches, stops, keepers and hinges complying with CLMI specifications. Provide hardware of sufficient design and strength for satisfactory gate operation.

9. Installation

a. Install the chain link fence system in accordance with the manufacturer's installation instructions and complying with CLMI specifications.

b. Provide a rigid, plumb, finished fence structure with fabric tight and in tension.

c. Install fence structure, gates, dugout panels and fabric so that there is no gap or opening greater than 2”.

d. Post, hole and footing schedule:

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Fence Height Hole Diameter

Hole Depth

Post Depth in Hole

6' 12" 45" 42”

10’ 12" 45" 42”

Gate, Pull, Corner Posts

12" 45" 42”

Drill post holes into firm, undisturbed or compacted earth. Excavated post hole dirt may be spread uniformly adjacent to fence line as approved by the County’s representative DDR.

10. Post installation:

a. In grass/unpaved areas:

• Place foundation concrete 3” below surrounding grade and tamp for consolidation. Align each post both vertically and laterally. Hold in position during concrete placement and finishing operation.

• Trowel finish tops of footings; when concrete has dried, cover with compacted fill to match surrounding grades.

b. In paved areas:

• Where post is located in paved area, place foundation concrete slightly above surrounding grade, so that water drains away from the post.

• Grout-in posts set into sleeved holes with non-shrink exterior type grout.

• Set keeps, stops, sleeves and other accessories into pavement as required.

11. Top rails: Install continuously through post caps. Rail must extend full depth into coupling (minimum 1").

12. Bottom & Intermediate Rails: Provide rails as indicated on drawings. Provide boulevard-type connectors and rail end caps; finish to match fabric.

13. Brace assemblies: Install brace assemblies wherever the fence changes direction or height and at gates.

14. Tension wire:

a. Install tension wires before stretching fabric and tie to each post with wire ties or clips.

b. Install tension wire on outside of field between fabric and posts.

15. Stretch fabric tight between terminal posts. Install on field side of fence, and anchor securely to framework, position bottom of fabric flush with grade.

16. Cut fabric to form continuous piece between terminal posts.

a. Pull the fabric taut and clip or tie to posts, top rail, and bottom rail.

b. Install fabric on the playing field side of the fence.

c. Anchor to framework, so the fabric remains in tension after the pulling force is released.

d. Install wire ties of sufficient length to weave through the fence fabric, wrap around the post or rail a full 360 degrees and be twisted securely with three full twists. After twisting, cut off protruding wire ends to prevent untwisting

BL153-26 Page 8 by hand. Install wire ties to minimize hazard to the public. See Drawing on next page for details.

e. Peen bolt threads to prevent removal of nuts. Install bolts to minimize hazard to the public.

17. Install gates plumb, level, and secure for full opening without interference.

a. Adjust hardware for smooth operation.

b. Lubricate as necessary.

See section III.A. Figure 1 for diagrams of typical chain link fence, tie wire detail, baseball field.

B. Coated Chain Link Fence (Section B)

1. Products

Acceptable Manufacturers

• Acco Page Fence Division, Monessen, PA. Aluminized Steel

• Allied Tube and Conduit Corp., Harvey, IL. Cold Rolled Steel Pipe (SS-40

Pipe)

• Broski Brothers, Inc., Kansas City, MO. Galvanized Steel, Aluminized Steel

• Century Wire and Fence Co., Inc. Bladensburg, MD. Vinyl Coated Steel

• Century Tub, Pine Bluff, Arkansas. Cold Rolled (DQ - 40)

• Colorguard Corp., Raritan, NJ. Vinyl Coated Steel

• Davis Walker Corp., Memphis, TN. Vinyl Coated Steel

• P&H Tubing, Bossier City, LA. Cold Rolled Steel Pipe (SP-40)

• Southeastern Wire, Tampa, FL. Fabric

• Wheatland Tube, Wheatland, PA. Schedule 40 Steel Pipe, Domestic

• Or approved equal

2. Materials

a. Chain Link Fabric: One-piece width, full height up to 12' - 0", 1 3/4" mesh, PVC fuse-coated, galvanized core, 6 & 9 gauge (0.148") steel wire.

• Finish: Comply with ASTM F688, Type 2B, Class 2B.

• Selvages: Top and bottom selvages knuckled.

b. Framework: Galvanized steel, ASTM A120 or A 123 with not less than 1.8 oz.

Zinc per sq.ft. of surface; thermally bonded polyvinyl chloride (PVC) plastic resin finish over galvanizing, not less than 10 mils (.010”) thick. Color to match chain link fabric. Provide framework, fittings and accessories in accordance with manufacturer’s standard.

c. Hardware and accessories: Provide manufacturer's standard hardware and accessories, except as otherwise indicated; Finish: Galvanized ASTM A153.

All items to be PVC coated except for hinges on gates. Gate hinges to be painted with an approved paint after installation.

d. Pipe weight chart: high tensile steel (SS-40) and Schedule 40 steel pipe.

Pipe Size High Tensile Steel Sch.40 Steel

Pipe

1.66"od 1.836 bs./lf 2.27 lbs./lf

1.90"od 2.281 lbs./lf 2.72 lbs./lf

2.375"od 3.117 lbs./lf 3.65 lbs./lf

2.875"od 4.640 lbs./lf 5.79 lbs./lf

3.50"od 5.706 lbs./lf Not Available

4.00"od Not Available 9.11 lbs./lf

6.625"od Not available 18.97 lbs./lf

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3. Components

a. End, corner, and pull posts: 2.875" od steel pipe, 5.79 lbs./lf

b. Line Posts: 2.375" od steel pipe, 3.65 lbs./lf

c. Gate Posts for 7’ tall gates with overhead transom:

• For gates with leaves 3-6’ wide, provide 3” posts.

• For gates with leaves 7-13’ wide, provide 4” posts.

d. Gate Posts for gates less than 7’ tall:

• For gates with leaves 3-6’ wide, provide 3” posts

• For gates with leaves 7-13’ wide, provide 4” posts

e. Rails

• 1.66" od steel pipe, 2.27 lbs./lf., finish to match fabric.

• Provide continuous top, mid, & bottom rails for fence over 9’ tall, in manufacturer's longest lengths. Include heavy-duty couplings for each joint. Provide necessary fittings for attaching top and bottom rail to each gate, corner, pull and end post.

f. Post brace assembly: Manufacturer’s standard adjustable brace at end and gate posts and at both sides of corner and pull posts, with horizontal brace located at mid-height of fabric. Use same material as top rail for brace, and truss to line posts with 3/8” diameter rod and adjustable tightener. Provide at each end and gate post and at each corner and at both sides of corner and pull posts. Color to match framework.

4. Gates

a. Gate frames over 6'-0" high, or leaf width exceeding 8'-0": 1.90" od steel pipe,

2.72 lbs./lf, finish to match framework.

b. Gate frames 6’ high or less, or leaf width 8’ wide or less: 1.66” od steel pipe,

2.27 lbs./lf

5. Fabricate gate perimeter frames of tubular members assembled by welding or with special fittings at corners. Provide additional horizontal and vertical members to ensure proper operation and for attachment of fabric, hardware and accessories.

Space frame members a maximum of 8’ apart unless otherwise indicated.

6. Welding: All gate frames will be mitered for fit and welded by an experienced craftsman. Angles, heights and lines will be uniform and true. Welds shall be ground smooth, primed and painted with two coats of paint to match adjacent surfaces.

7. Gate fabric: metal and finish to match fence fabric. Attach stretcher bars to gate frames at vertical edges at a maximum of 15” o.c.

8. Gate hardware: Provide manufacturer's PVC-coated standard hardware, complete with latches, stops, keepers and hinges complying with CLMI specifications and in accordance with the following:

• Hinges: size and material to suit gate size, non-lift-off type, offset to permit 180-degree gate opening. Provide 1 pair of hinges for each leaf.

Hinges to be galvanized, then painted after installation with approved paint.

• Latch: Forked type to permit operation from either side of gate with padlock eye as integral part of latch.

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9. Accessories

a. Tubular post tops: Commercial grade, heavy-duty weather-tight closure caps, 1 top for each post. Provide tops with openings to accommodate top rails.

Post caps shall be PVC coated to match framework finish.

b. Stretcher Bars: One-piece lengths equal to full height of fabric with minimum cross-section of 3/16” x ¾”. Provide one stretcher bar for each gate and end post, and two for each corner and pull post.

c. Stretcher Bar Bands: Space not over 15” o.c. to secure stretcher bar to end, corner pull and gate posts. Finish: PVC coated to match framework.

Minimum size: ¾” by 1/10” thick (nominal)

d. Rail Sleeves: Material and finish to match rail. Minimum length shall be 6”.

e. Tie wires: Minimum 10 gauge galvanized, PVC-coated steel (aluminum ties may NOT be used).

10. Miscellaneous Materials

a. Primer: Submit technical data for approval.

b. Touch-up paint: Glossy enamel paint suitable for application on fence materials. Color to match adjacent pipe. Submit technical data for approval.

c. Concrete: ASTM C94 ready-mixed concrete, minimum 28-day compressive strength of 2,500 psi, air-entrained 2% to 4%.

11. Installation

a. Install fence structure, gates, and fabric so that there is no gap or opening greater than 2”.

b. Post installation in grass/unpaved areas:

• Place foundation concrete 3” below surrounding grade and tamp for consolidation. Align each post both vertically and laterally. Hold in position during concrete placement and finishing operation.

• Trowel finish tops of footings; when concrete has dried, cover with compacted fill to match surrounding grades.

c. Post installation in paved areas:

• Where post is located in paved area, place foundation concrete slightly above surrounding grade, so that water drains away from the post.

• Grout-in posts set into sleeved holes with non-shrink exterior type grout.

• Set keeps, stops, sleeves and other accessories into pavement as required.

d. Top rails: Install continuously through post caps. Rail must extend full depth into coupling (a minimum 1").

e. Bottom and Mid Rails: Provide rails as indicated on drawings. Provide boulevard-type connectors and rail end caps; finish to match fabric.

f. Brace assemblies: Install brace assemblies at each end, pull and gate post, both sides of corner posts and wherever the fence changes direction or height. Use brace rails and adjustable 3/8” diameter truss rods.

g. Fabric Installation:

• Cut fabric to form continuous piece between terminal posts.

• Stretch fabric tight between terminal posts. Install on court side of fence, and anchor securely to framework. Position bottom of fabric a maximum of 1” above ground level at each post.

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• Pull the fabric taut and clip or tie to posts and rails at 15” o.c. Install fabric on the court side of the fence.

• Anchor to framework so the fabric remains in tension after the pulling force is released, using stretcher bars. Stretcher bars to be threaded through fabric and secured to posts with metal bands at 15” o.c.

• Install wire ties of sufficient length to weave through the fence fabric, wrap around the post or rail a full 360 degrees and be twisted securely with three full twists. After twisting, cut off protruding ends to prevent untwisting by hand. Bend wire ties away from court and to minimize hazard to persons.

• Peen bolt threads to prevent removal of nuts. Install bolts to minimize hazard to the public

f. Gates: Install gates plumb, level, and secure for full opening without interference. Provide lockable latches at all gates.

• Adjust hardware for smooth operation.

• Apply 2 coats of approved paint to hinges.

• Lubricate where necessary.

See Section III.A. fig.4

C. Wood Fence (Section C)

1. Products: Timber

a. Posts: Pressure-treated pine

b. Back Rails: Pressure-treated pine

c. Boards: Western Red Cedar #2, tight knot

d. Hardware: Galvanized

2. Concrete: ASTM C94 ready-mixed concrete, minimum 28-day compressive strength of 2,500 psi, air-entrained 2% to 4%.

3. Installation: See detail in Section III.A.fig.5

D. Aluminum Fence

1. Acceptable Manufacturers: subject to compliance with requirements, manufacturers offering products that may be incorporated into the work include, but are not limited to the following:

• Jerith Manufacturing Co., Inc., Philadelphia, PA 19124, 1-(800) 344- 2242; Model: Regency, Style: Windsor (#202)

• or equivalent

• Color: Black, or as approved by County’s DDR

2. Dimensions and Specifications Aluminum ASTM B429, alloy 6063-T6.

Pickets ¾” sq. x .050” thick Rails: Top Wall Side Walls

1” x .055” thick 1 – ½” x .082” thick

Standard Posts 2” sq. x .060” thick Gate Posts 4” sq. x .125” thick Spacing between pickets 3 – 3 ½” Post Spacing 95 – 5/8” on center

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Height (with 2” ground clearance)

48”

Standard Color Black Standard Sections 6’ – 0” Weight Supported 350+ lbs. Per section Finish Baked enamel coating

See standard in Section III.A.fig.6

3. Grout and Anchoring Cement

a. Non-shrink, nonmetallic Grout: Premixed, factory-packaged, non-staining, noncorrosive nongaseous grout complying with ASTM C 1107. Provide grout for exterior applications, as recommended in writing by the manufacturer.

4. Installation

a. Post Excavation

• In Existing Concrete: Core drill holes into concrete at an 8” depth, or as approved by the

• manufacturer.

• In Compacted Subgrade: excavate holes to a depth of 18” & 8” in diameter, or as recommended by the manufacturer.

b. Post Setting

• In Existing Concrete: Set terminal & line posts in concrete. Protect above-ground portions of posts from grout. Place grout around posts and tamp for consolidation. Install grout so that water drains away from posts. Verify that posts are set plumb, aligned and at correct height and spacing; hold in position during placement and finishing operations until grout is sufficiently cured.

• In Compacted subgrade: Verify that posts are set plumb, aligned and at correct height and spacing; support in position while concrete foundation is poured & finished and until concrete is sufficiently cured.

Install concrete foundation so that water drains away from the post.

c. Aluminum Fence Installation:

• Line Posts: Space line posts uniformly at 6’ o.c. maximum, or as recommended by the manufacturer.

• Erect the posts plumb & true.

• Attach sections to posts per manufacturer’s recommendations. Fence sections shall follow

• the existing grade in a uniform manner.

E. Rigid Polyvinyl Chloride (PVC) Fence (Section E)

1. Products

a. Acceptable Products

• Outdoor Advantage, Jacksonville, FL

• or approved equal.

2. Materials

a. “Estate Fence” by Outdoor Advantage, or approved equal.

• Posts: 5” x 5”; 135” wall thickness.

• Rails: 1.5” x 5.5”; .08” wall thickness

• Caps: over ½” lip

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b. “Routed Picket” by Outdoor Advantage, Jacksonville, FL, or approved equal.

• Posts: 4” x 4”

• Rails: 2” x 3.5”

• Pickets: 7/8” x 1 ½”

c. Hardware and accessories: Provide manufacturer's standard hardware and accessories, except as otherwise indicated.

3. Accessories

4. Installation of PVC

a. Post in grass/unpaved area

• Drill post holes into firm, undisturbed or compacted earth. Excavated post hole dirt may be spread uniformly adjacent to fence line as approved by the owner’s representative DDR.

• Place foundation concrete 3" below surrounding grade and tamp for consolidation. Align each post both vertically and laterally. Hold in position during concrete placement and finishing operation.

• Trowel finish tops of footings; when concrete has dried, cover with compacted fill to match surrounding grades.

b. Posts in paved areas

• Where post is located in paved area, place foundation concrete slightly above surrounding grade, so that water drains away from the post.

• Grout-in posts set into sleeved holes with non-shrink exterior type grout.

• Set keeps, stops, sleeves and other accessories into pavement as required.

c. Rails shall be installed per manufacturer’s indications. Rail must extend full depth into routed posts.

F. Pasture Fence

1. Products

a. Welded Wire Fabric: Welded wire fence fabric shall be galvanized coated one ounce welded wire. The galvanizing shall be uniform and shall have no more than five percent (5%) of the joints deficient in coating as determined by Preece Test.

• Wire Size: Steel core wire is 11 gauge

• Fabric: Height is 60” high with a mesh size of 2 x 4”

b. Posts shall be wood of the dimensions and shapes as shown in Section III.A.fig.7

c. Accessories: Accessories, including but not limited to tension wire, tie wire, fittings, staples and nails shall be galvanized in accordance with ASTM A153, except the minimum galvanizing shall be .60 oz. per sq.ft.

d. Ground Rods: Ground rods shall be 5/8” in diameter and shall be 8’ in length.

Ground rods shall be galvanized steel. Galvanizing shall have a minimum coating of 2 oz. per sf in accordance with the requirements of ASTM A153.

2. installation

a. Prior to installation, the fence contractor shall provide the fence manufacturers notarized certification that all materials fully comply with specifications and is fully warranted by the manufacturer against failure resulting from rust or corrosion.

BL153-26 Page 14

b. Install posts rigid, plumb, and spaced as shown in detail. Tamp excavated material around post. Spread and compact excess dirt.

c. Brace Assemblies: Install brace assemblies at each end, pull & gate post, both sides of corner posts and wherever the fence changes direction or height.

d. Fabric Installation

• Cut fabric to form continuous piece between terminal posts.

• Stretch fabric tight between terminal posts and anchor securely to framework. Position bottom of fabric a maximum of 2” above ground level at each post.

• Pull the fabric taut and staple to posts and rails.

• Anchor to posts and bracing so the fabric remains in tension after the pulling force is released.

G. Wood Barrier/Guardrail

1. Products

a. Timber

• Posts: Pressure-treated pine (AWPB LP-2, LP-3, LP-4 AND LP-22 as applicable)

• Rails: Pressure-treated pine (AWPB LP-2, LP-3, LP-4 AND LP-22 as applicable)

• Hardware: Hot-dip galvanized (ASTM A446-76 and A525-80)

2. Miscellaneous

a. Concrete: : ASTM C94 ready-mixed concrete, minimum 28-day compressive strength of 3,000 psi, air-entrained 2% to 4%.

3. Installation

a. Install the barrier system in accordance with the detail.

b. Provide a rigid, plumb, finished structure of the height indicated.

c. If materials are cut after treatment, cut areas shall be coated with heavy brush coat of the same chemical used for treatment.

d. Refer to Section III.A.fig8 for standard on Wood Barrier/Guardrail

H. Playground Barrier Fence

1. Section includes wood posts and framing to form the wood fencing as indicated on the Details.

2. Submittals:

a. Product data: For preservative-treated wood products, including treatment of wood indicated to have ground contact, include chemical treatment manufacturers’ written instructions for handling, storing, installing, and finishing treated material.

3. Quality Assurance:

a. Material Certificates: Indicate type of preservative used and net amount of preservative retained. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to project site.

b. Certificates of Inspection: Issued by lumber grading agency for exposed wood products not marked with a grade stamp.

BL153-26 Page 15

4. Requirements of Regulatory Agencies:

a. Pressure treated material – American Wood Preservers Bureau Standards.

b. Span tables – National Forest Products Association.

5. Deliver, store, and handle all materials in such a manner to protect against damage and the weather.

6. Lumber: Comply with DOC PS 20 and with applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules writing agency certified by ALSC (American Lumber Standards Committee) Board of Review. Provide lumber graded by an agency certified by ALSC’s Board of Review to inspect and grade lumber under the rules indicated.

• Factory mark each item with grade stamp of grading agency.

• Where nominal sizes are indicated, provide actual sizes required by

DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed for dry wood products.

• Provide dressed lumber, S4S, unless otherwise indicated.

7. Certified Wood: Wood products shall be produced from wood obtained from forests certified by an FSC-accredited certification body to comply with FSC STD-01-001, “FSC Principles and Criteria for Forest Stewardship”.

8. Exposed Lumber: Provide material hand selected for freedom from characteristics, on exposed surfaces and edges, that would impair finish appearance, including decay, honeycomb, knot holes, shake, splits, torn grain, and wane.

9. Dimension Lumber: No.1 grade, Mixed southern pine; SPIB (Southern Pine Inspection Bureau).

10. Preservative Treatment:

a. Pressure treat boards and dimension lumber with waterborne preservative according to AWPA C2.

b. Pressures treat poles with preservative to comply with AWPA C4. C-A and ACQ treatment is allowed. Treatment with CCA is prohibited.

c. Use process that includes water-repellent treatment.

d. Mark treated wood with treatment quality mark of an inspection agency approved by ALSC’s Board of Review.

e. Application: Treat all exterior rough carpentry unless otherwise indicated.

11. Fasteners:

a. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. Provide nails or screws, in sufficient length, to penetrate not less than 1-1/2 inches into wood substrate.

b. Use Type 304 stainless steel fasteners or hot-dip galvanized-steel.

c. Nails: ASTM F1667.

d. Wood Screws: ASME B18.6.1.

e. Lag Screws: ASME B18.2.1

f. Stainless-Steel Bolts: ASTM F 593, Alloy Group 1 or 2; with ASTM F 594, Alloy

Group 1 or 2 hex nuts and, where indicated, flat washers.

BL153-26 Page 16

g. Post–installed Anchors: Type 316 Stainless-steel anchors with capability to sustain, without failure, a load equal to four times the load imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified independent testing & inspecting agency.

12. Examination:

a. Examine substrates and conditions, with installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the work.

b. Proceed with installation only after unsatisfactory conditions has been corrected.

13. Preparation:

a. Clean substrates of projections and substances detrimental to application.

b. Prime lumber to be painted, including faces and edges. Cut to required lengths and prime ends.

14. Installation, General:

a. Set exterior rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit exterior rough carpentry to other construction; scribe and cope as needed for accurate fit.

b. Framing Standard: Comply with AF&PA’s “Details for Conventional Wood Frame Construction”.

c. Install metal framing anchors to comply with manufacturer’s written instructions.

d. Do not splice structural members between supports unless otherwise indicated.

e. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim.

f. Sort and select lumber so that natural characteristics will not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement

g. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber.

h. Use copper naphthenate for items not continuously protected from liquid water.

i. Securely attach exterior rough carpentry work to substrate by anchoring and fastening as indicated.

j. For exposed work, arrange fasteners in straight rows parallel with edges of members, with fasteners evenly spaced, and with adjacent rows staggered.

k. Refer to Section III.A.fig 9 & 9.r for standards on Playground Fence.

I. Security Enhancements Concertina Wire and Barbed Wire shall be included as optional perimeter security enhancements where specified by Gwinnett County. All materials and installations shall comply with applicable ASTM and CLMI standards and all local, state, and federal safety requirements.

1. Concertina Wire

BL153-26 Page 17

a. Wire shall be galvanized steel razor ribbon, minimum 12” to 18” coil diameter unless otherwise specified.

b. Coils shall be single, double, or triple stacked as required by site conditions.

c. Concertina Wire shall be securely fastened to fence framework, outriggers, or wall mounted brackets using stainless steel or galvanized clips and fasteners.

d. All installations shall be performed in a manner that prevents sagging, unauthorized removal, or unsafe exposure to the public.

2. Barbed Wire

a. Barbed Wire shall be a minimum 12.5 gauge, double strand galvanized steel with 4 point barbs, spaced approximately 5” apart.

b. Barbed Wire shall be installed on approved galvanized steel outriggers at a 45 degree outward angle unless otherwise directed.

c. A minimum of three (3) strands shall be installed unless otherwise specified.

d. All barbed wire shall be pulled tight and securely fastened to prevent sagging.

3. Safety and Coordination Requirements

a. Installation of Concertina and barbed wire shall be coordinated with the County DDR due to heightened security concerns.

b. Contractors shall provide appropriate warning signage and temporary barriers during installation.

c. All sharp edges shall be handled using approved protective methods to prevent injury.

J. Gates The County portfolio has a wide variety of gate types, paralleling with the diverse nature of the services offered. The awarded contractor shall provide repair and PM services to gates associated with fencing. A range of access control and triggering mechanisms, such as, magnetic loop vehicle detectors, photoelectric safety and entry beams, radar/microwave motion sensors, inductive ground loops, keycard/proximity readers, keypad/code systems, radio transmitters, intercom/ call box integration, cellular or IP based remote openers, and siren/optical emergency vehicle sensors. Certain high criticality gates, such as those controlling 24/7 access to water treatment plants, wastewater facilities, airport control tower, and public safety facilities are classified as essential infrastructure and must always remain operational.

Including during storms, power outages and therefore will require emergency service when an in the field issue arises.

Upon request, on a time and material basis the contractor may be required to perform preventative maintenance or repair work on gates. PM service may include basic services such as lubricating, inspecting hinges, welds, triggering mechanisms. If the repair is beyond the technical capability of the Contractor the DDR must be notified in writing and the county will proceed with repairs at its discretion.

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BL153-26 Page 23

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BL153-26 Page 24

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BL153-26 Page 25

Figure 8

BL153-26 Page 26

Figure 9

BL153-26 Page 27

Figure 9 – Rear

BL153-26 Page 28 FAILURE TO RETURN THIS PAGE AS PART OF YOUR BID DOCUMENT MAY RESULT IN REJECTION OF BID.

BID SCHEDULE

Item

Description

Approx.

Annual

Qty.

Unit Price

Total Price

SECTION A: GALVANIZED CHAIN LINK FENCE (6 & 9 GAUGE STEEL WIRE)

New Fence Installation – Unit Price Includes All Labor and Materials

1A. A1A - 3’ tall complete fence installation 6 gauge 10 LF $ $

1B. A1B - 3’ tall complete fence installation 9 gauge 10 LF $ $

2A. A2A - 4’ tall complete fence installation 6 gauge 10 LF $ $

2B. A2B - 4’ tall complete fence installation 9 gauge 10 LF $ $

3A. A3A - 5’ tall complete fence installation 6 gauge 110 LF $ $

3B. A3B - 5’ tall complete fence installation 9 gauge 110 LF $ $

4A. A4A - 6’ tall complete fence installation 6 gauge 615 LF $ $

4B. A4B - 6’ tall complete fence installation 9 gauge 615 LF $ $

5A. A5A - 8’ tall complete fence installation 6 gauge 938 LF $ $

5B. A5B - 8’ tall complete fence installation 9 gauge 988 LF $ $

6A. A6A - 10’ tall complete fence installation 6 gauge 400 LF $ $

6B. A6B - 10’ tall complete fence installation 9 gauge 200 LF $ $

7A. A7A - 12’ tall complete fence installation 6 gauge 200 LF $ $

7B. A7B - 12’ tall complete fence installation 9 gauge 100 LF $ $

Fence Material Only for Parts & Repairs/Replacements (Does NOT Include Labor)

8A. A8A - 3’ tall fabric – 6 gauge 10 LF $ $

8B. A8B - 3’ tall fabric – 9 gauge 10 LF $ $

9A. A9A - 4’ tall fabric – 6 gauge 22 LF $ $

9B. A9B - 4’ tall fabric – 9 gauge 22 LF $ $

10A. A10A - 5’ tall fabric – 6 gauge 110 LF $ $

10B. A10B - 5’ tall fabric – 9 gauge 110 LF $ $

11A. A11A - 6’ tall fabric – 6 gauge 682 LF $ $

COMPANY NAME

BL153-26 Page 29

BID SCHEDULE CONTINUED

Description Approx.

Annual Qty.

Unit Price Total Price

11B. A11B - 6’ tall fabric – 9 gauge 952

LF $ $

12A. A12A - 8’ tall fabric – 6 gauge 1,700

LF $ $

12B. A12B - 8’ tall fabric – 9 gauge 712

LF $ $

13A. A13A - 10’ tall fabric - 6 gauge 200

LF $ $

13B. A13B - 10’ tall fabric – 9 gauge 200

LF $ $

14A. A14A - 12’ tall fabric – 6 gauge 2

LF $ $

14B. A14B - 12’ tall fabric – 9 gauge 2

LF $ $

15. A15 - 4’ line posts 26 EA $ $

16. A16 - 5’ line posts 12 EA $ $

17. A17 - 6’ line posts 30 EA $ $

18. A18 - 7’ line posts 30 EA $ $

19. A19 - 8’ line posts 50 EA $ $

20. A20 - 10’ line posts 20 EA $ $

21. A21 - 12’ line posts 2 EA $ $

22. A22 - 14’ line posts 18 EA $ $

23. A23 - 4’ terminal post 4 EA $ $

24. A24 - 6’ terminal post 17 EA $ $

25. A25 - 7’ terminal post 12 EA $ $

26. A26 - 8’ terminal post 20 EA $ $

27. A27 - 10’ terminal post 17 EA $ $

28. A28 - 12’ terminal post 2 EA $ $

29. A29 - 14’ terminal post 6 EA $ $

30. A30 - 3’ tension bar 12 EA $ $

31. A31 - 4’ tension bar 64 EA $ $

BL153-26 Page 30

Description Approx.

Annual Qty.

Unit Price Total Price

32. A32 5’ tension bar 30 EA $ $

33. A33 - 6’ tension bar 53 EA $ $

34. A34 - 8’ tension bar 18 EA $ $

35. A35 - 10’ tension bar 28 EA $ $

36. A36 - 12’ tension bar 10 EA $ $

37. A37 - 14’ tension bar 10 EA $ $

38. A38 - 1 5/8” tube frame 813 LF $ $

39. A39 - 166” OD rail 266 LF $ $

40. A40 - 7 G tension wire 582 LF $ $

41.

A41 - 3 strand barb wire with support arms 1,357 LF $ $

42. A42 - Hinges 32 EA $ $

43.

A43 - 10 g wire rings Qty per box 15 BOX $ $

44. A44 - Loop cap 42 EA $ $

45. A45 - Rail end 106 EA $ $

46. A46 - Dome cap 114 EA $ $

47. A47 - Tension band 334 EA $ $

48. A48 - Brace band 66 EA $ $

49.

A49 - 10 G steel ties Qty per pkg 255 PKG $ $

50.

A50 - Bolts Qty per box 22 BOX $ $

51. A51 - Line rail clamps 165 EA $ $

Section A Total: $

BL153-26 Page 31

Description Approx.

Annual Qty.

Unit Price Total Price

SECTION B: VINYL COATED CHAIN LINK FENCE

New Fence Installation – Unit Price Includes All Labor and Materials

1A.

B1A - 3’ tall complete fence installation 6 gauge

34 LF $ $

1B.

B1B - 3’ tall complete fence installation 9 gauge

LF

2A.

B2A - 4’ tall complete fence installation 6 gauge

1,014 LF

2B.

B2B - 4’ tall complete fence installation 9 gauge

1,014 LF

3A.

B3A - 6’ tall complete fence installation 6 gauge

250 LF

3B.

B3B - 6’ tall complete fence installation 9 gauge

250 LF

4A.

B4B - 8’ tall complete fence installation 6 gauge

1,300 LF

4B.

B4B - 8’ tall complete fence installation 9 gauge

1,400 LF

5A.

B5A - 10’ tall complete fence installation 6 gauge

6,200 LF

5B.

B5B - 10’ tall complete fence installation 9 gauge

6,200 LF

6A.

B6A - 12’ tall complete fence installation 6 gauge

LF

6B.

B6B - 12’ tall complete fence installation 9 gauge

LF

Fence Material Only for Parts & Repairs/Replacements (Does NOT Include Labor)

7A. B7A - 3’ tall, fabric – 6 gauge 10 LF $ $

7B. B7B - 3’ tall, fabric – 9 gauge 10 LF $ $

8A. B8A - 4’ tall, fabric – 6 gauge 25 LF $ $

8B. B8B - 4’ tall, fabric – 9 gauge 10 LF $ $

9A. B9A - 6’ tall, fabric – 6 gauge 424 LF $ $

9B. B9B - 6’ tall, fabric – 9 gauge 350 LF $ $

10A. B10A - 8’ tall, fabric – 6 gauge 450 LF $ $

10B. B10B - 8’ tall, fabric – 9 gauge 450 LF $ $

11A. B11A - 10’ tall, fabric 200 LF $ $

11B. B11B - 10’ tall, fabric 200 LF $ $

12A. B12A - 12’ tall, fabric 100 LF $ $

12B. B12B - 12’ tall, fabric 100 LF $ $

13. B13 - 4’ line post 2 LF $ $

14. B14 - 5’ line post 2 LF $ $

15. B15 - 6’ line post 12 LF $ $

16. B16 - 7’ line post 12 LF $ $

BL153-26 Page 32

Description Approx.

Annual Qty.

Unit Price Total Price

17. B17 - 8’ line post 25 EA $ $

18. B18 - 10’ line post 30 EA $ $

19. B19 - 12’ line post 20 EA $ $ 20 B20 - 14’ line post 10 EA $ $ 21 B21 - 4’ terminal post 2 EA $ $ 22 B22 - 6’ terminal post 4 EA $ $ 23 B23 - 7’ terminal post 4 EA $ $ 24 B24 - 8’ terminal post 20 EA $ $ 25 B25 - 10’ terminal post 8 EA $ $ 26 B26 - 12’ terminal post 20 EA $ $ 27 B27 - 14’ terminal post 6 EA $ $

28. B28 - 3’ tension bar 2 EA $ $

29. B29 - 4’ tension bar 2 EA $ $

30. B30 - 6’ tension bar 20 EA $ $

31. B31 - 8’ tension bar 20 EA $ $

32. B32 - 10’ tension bar 10 EA $ $

33. B33 - 12’ tension bar 10 EA $ $

34. B34 - 14’ tension bar 6 EA $ $

35. B35 - 1 5/8” welded tube frame 300 LF $ $

36. B36 - 19” welded tube frame 156 LF $ $

37. B37 - 166” OD rail 101 LF $ $

38. B38 - 7 G tension wire 260 LF $ $

39.

B39 - 3 strand barb wire with support arms

393 LF $ $

40. B40 - Hinges 16 EA $ $

41.

B41 - 10 G wire rings Qty per box

5 BOX $ $

42. B42 - Loop cap 25 EA $ $

43. B43 - Rail end 47 EA $ $

44. B44 - Dome cap 39 EA $ $

45. B45 - Tension band 140 EA $ $

46. B46 - Brace band 62 EA $ $

47.

B47 - 10 G steel ties Qty per pkg

32 PKG $ $

48.

B48 - Bolts Qty per box

11 BOX $ $

49.

B49 - 10 G tension wire rings Qty per box

21 BOX $ $

SECTION B TOTAL: $

BL153-26 Page 33

Description Approx.

Annual Qty.

Unit Price Total Price

SECTION C: WOOD FENCE

New Fence Installation – Unit Price Includes All Labor and Materials

1. C1 - 10’ tall complete fence installation 8 LF $ $

2. C2 - 8’ tall complete fence installation 108 LF $ $

3. C3 - 6’ tall complete fence installation 108 LF $ $

4. C4 - 4’ tall complete fence installation 8 LF $ $

5. C5 - 3’ tall complete fence installation 8 LF $ $

Fence Material Only for Parts & Repairs/Replacements (Does NOT Include Labor)

6. C6 - 4” x 4” x 12’ - 6” P T pine post 2 EA $ $

7. C7 - 4” x 4” x 10’ - 6” P T pine post 12 EA $ $

8. C8 - 4” x 4” x 8’ - 6” P T pine post 12 EA $ $

9. C9 - 4” x 4” x 6’ - 6” P T pine post 12 EA $ $

10. C10 - 4” x 4” x 5’ - 5” P T pine post 12 EA $ $

11. C11 - 2” x 4” x 10’ P T pine rail 12 EA $ $

12. C12 - 2” x 4” x 8’ P T pine rail 12 EA $ $

13. C13 - 1” x 6” x 10’ P T pine boards 12 EA $ $

14. C14 - 1 in x 6 in x 8’ P T pine boards 2 EA $ $

15. C15 - 1 in x 6 in x 6’ P T pine…