A04_SOW.docx

SECTION 01100 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work under other contracts.

3. Use of premises.

4. Government occupancy requirements.

5. Specification formats and conventions.

6. Definitions

7. Quality Assurance

8. Delivery, Storage and Handling

9. Project Site Conditions

10. Environmental Considerations

11. Sequencing and Scheduling

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification: Bonneville Estates Security Fencing Project

1. Project Location:

Bonneville Estate Site site, Elko County Nevada 40°28’29.54”N -114°07’16.89” E

2. Related sections: 033053, 323113.53 B. The work consists of the following:

1. The Work includes:

1) Installation of new security fencing, gates and hardware as shown on drawings.

2. Project shall comply with all local and federal building code requirements.

C. Project will be constructed under a single prime contract.

SUMMARY Bonneville Estates Security Fencing Project 01100-4

1.3 WORK UNDER OTHER CONTRACTS

A. Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts.

1.4 USE OF PREMISES

A. Schedule operations so that Work is conducted during regular daylight hours. The work area shall be available to Contractor during regular daylight hours.

B. Schedule and sequence operations necessary to complete the work, including coordination with other crafts relative to the Contractor's requirements. Schedule Work in such manner as to avoid delays in overall construction and permit proper installation of work.

C. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to area of New Chain Link Fence and along old chain link fence removal.

a. Limit site disturbance for material laydown and building perimeter access, to 30 feet beyond work area perimeter.

SUMMARY Bonneville Estates Security Fencing Project 01100-5

1.6 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 33-division format and CSI/CSC's "MasterFormat" numbering system.

1. Division 1: Sections in Division 1 govern the execution of the Work of all Sections in the Specifications.

B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

C. Terminology: In Divisions 2 through 33 specification sections, all references to “Owner” shall be replaced with the term “Government” or “Contracting Officer” (when referring to the person acting for the Government). All references to “Architect” shall be replaced with the term “Contracting Officer”.

1.7 DEFINITIONS:

A. Approvals: Approval of the submittals is an indication that the Contractor’s submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer’s attention in writing.

1.8 QUALITY ASSURANCE:

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as when they were given in full text.

B. Conflict: Where a conflict occurs between reference documents and project specifications, the Contractor shall submit a request for information to the Contracting Officer.

C. The basis for naming a product in the following sections is to create a baseline for “level of quality”. Other products shall be of equal quality and demonstrated by contractor submitting product data showing comparable attributes and system performance measures.

SUMMARY Bonneville Estates Security Fencing Project 01100-6

1.9 DELIVERY, STORAGE AND HANDLING:

A. Delivery: The Contractor shall protect products incorporated into the work from damage while in transit to the site. Products must be stored in original unopened containers with manufacturer’s name, brand designation, and contents legibly indicated.

B. Storage: The Contractor shall provide temporary storage facilities for products complying with manufacturer’s recommendations which will protect them from damage until installation on the project and final acceptance.

1. Material Staging Area: Staging areas for equipment storage lay down areas and work areas will be determined at the Pre-construction meeting and will be available for the Contractors use. All work areas are to be located within previously disturbed areas and remain on BLM lands. The Contractor will be responsible for storing and securing any materials left at on-project staging areas.

C. Handling: The Contractor shall load and unload products in such a manner as to protect them from damage until installation on the project.

1.10 PROJECT/SITE CONDITIONS:

A. Access Roads: Access roads are shown on the Location Map. Through access for motorists on any public road or designated access must be maintained at all times.

B. Existing Underground Utilities: The existing site may have existing underground utilities in the area of construction.

1. See Attachment A for Underground Utilities & Irrigation System: 1982 Design Plans are for reference only. The government makes no claim they are as they are shown.

1.11 ENVIRONMENTAL CONSIDERATIONS:

A. Environmental Considerations:

1. Camping at or near the job site is not permitted.

2. Clean-up: All trash must be removed daily. Excess materials must be removed from the project site on completion of construction and disposed of in a manner, and at a location, approved by the Contracting Officer.

3. Material Considerations: The contractor shall be responsible for any damages or spills resulting from the delivery of materials to the site. Surplus materials delivered to the site but not used shall not be permitted to be dumped or temporarily stored onsite, unless a container specifically designated for that purpose is in place prior to delivery and approved by the Contracting Officer. The Contractor will be responsible for the cleanup and restoration of any areas damaged as the result of improper waste disposal, including damage caused by material suppliers.

SUMMARY Bonneville Estates Security Fencing Project 01100-7

1.12 SEQUENCING AND SCHEDULING:

A. New Security Fence: The new security fence shall be installed and secured prior to removal and salvage of the old security fence.

B. Work Schedule: The work schedule shall be submitted at the Pre-work Conference. When requested, the Contractor shall submit an updated schedule within 3 calendar days. As a minimum, the starting and completion dates for all major work items must be included.

PART 2 - PRODUCTS

2.1 CONTRACTOR-FURNISHED MATERIALS:

A. The Contractor shall furnish materials required for the performance of the contract work in accordance with Sections of this Specification and the Exhibits included for all requirements at the Bonneville Estates Site.

PART 3 - EXECUTION

3.1 PROJECT MEETINGS

A. Pre Work Conference:

1. A pre work conference will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date and place. The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract.

2. The Contractor, subcontractors and the persons responsible for coordination of the work shall be present at the meeting.

3. The Contractor shall be prepared to summarize and explain procedures planned for the project.

4. Contractor shall submit all required submittals for the Pre-work Conference, 3 working days minimum prior to the Pre-work Conference.

B. Progress Meetings:

1. Meetings shall be held at the project site, or as determined by the Contracting Officer.

2. Meetings may be called by either the Contracting Officer or the Contractor. Request shall state who should attend and include an agenda.

C. Final Inspection:

1. Meeting shall be held at the project site, or as determined by the Contracting Officer.

2. The Contractor shall notify the Contracting Officer in writing at least 5 working days before the completion date so the Government can schedule final inspection.

3. The Contractor shall require the superintendent to be present during this inspection.

SUMMARY Bonneville Estates Security Fencing Project 01100-8

3.2 CONTRACTOR QUALIFICATIONS AND LISCENCES

A. Prime Contractor shall have a General Contractor’s License that qualifies the prime to oversee and manage the disciplines outlined in this specification.

B. Prime contractor and Sub-contractors shall be licensed in the state of Nevada for the disciplines required by Nevada State Regulations.

C. Prime contractor and Sub-contractors shall have or hire trained product specific technicians or installers for products that require a trained individual to guarantee warranty.

3.3 DISPOSAL OF DEBRIS:

A. Requirements: Items or debris not designated as salvage for the Government shall become the property of the Contractor. The Contractor shall be responsible for disposal of materials in a legal manner and for payment of any fees required. Sale of material onsite is not allowed unless authorized in writing by the Contracting Officer. When hazardous materials are encountered during demolition operations, the Contractor shall comply with applicable federal, state, and local regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. Burning of removed materials is not permitted on the work site.

3.4 CONTRACTOR SUBMITTALS TO CONTRACTING OFFICER:

A. Submittals shall include submittals noted in each section following.

B. Sub-contractor list and qualifications for each specific system or component required by manufacturer.

C. Copies of all permits required by Federal, State and County requirements.

D. Warranty documents for installed components (see below).

3.5 WARRANTY:

A. Requirements: Materials furnished under this Contract shall be covered by the most favorable commercial warranties the Contractor gives to any customer for such materials. The rights or remedies provided herein are in addition to and do not limit any rights afforded to the Government by any other clause of this Contract. With respect to all warranties, expressed or implied, from manufacturers or suppliers for materials or equipment furnished under the Contract the Contractor shall:

1. Obtain all warranties that would be given in normal commercial practices.

2. Require all warranties to be executed, in writing, for the benefit of the Government.

3. Submit all warranties to the Contracting Officer prior to the final inspection.

SUMMARY Bonneville Estates Security Fencing Project 01100-9

END OF SECTION 01100SECTION 01100 - SUMMARY

SECTION 033053 - MISCELLANEOUS CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes cast-in-place concrete, concrete materials, mixture design, placement procedures, and finishes.

1.2 GEOTECHNICAL DATA

A. If required, determination of actual subsurface soil conditions shall be Contractor's responsibility.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Design Data:

1. Submit concrete mix design for specified concrete strength.

2. Identify mix ingredients and proportions, including admixtures.

1.4 QUALITY ASSURANCE

A. Ready-Mix-Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

1.5 WARRANTIES

A. Materials furnished under this Contract shall be covered by the most-favorable commercial warranties Contractor provides to any customer for such materials. Rights or remedies provided shall be in addition to, and not limit, any rights afforded to Government by any other clause of this Contract. With respect to all warranties, expressed or implied, from manufacturers or suppliers for materials or equipment furnished under the Contract, Contractor shall:

1. Obtain warranties that would be given in normal, commercial practices.

2. Require warranties to be executed, in writing, for the benefit of the Government.

B. Submit warranties to Contracting Officer, prior to the final inspection.

MISCELLANEOUS CAST-IN-PLACE CONCRETE Bonneville Estates Security Fencing FENCE PROJECT 033053 - 1

PART 2 - PRODUCTS

2.1 CONCRETE, GENERAL

A. Comply with ACI 301.

B. Comply with ACI 117.

2.2 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, Type II.

B. Normal-Weight Aggregates: ASTM C 33, graded.

1. Maximum Coarse-Aggregate Size: 3/4 inch nominal.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: ASTM C 94/C 94M; potable.

2.3 ADMIXTURES

A. Air-Entraining Admixture: ASTM C 260.

B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.

2. Retarding Admixture: ASTM C 494/C 494M, Type B.

3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.

4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.

5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.

6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

2.4 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming; manufactured for application to fresh concrete.

B. Absorptive Cover: AASHTO M 182, Class 3, burlap cloth or cotton mats.

C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

MISCELLANEOUS CAST-IN-PLACE CONCRETE Bonneville Estates Security Fencing PROJECT 033053 - 2 D. Water: Potable.

2.5 CONCRETE MIXTURES

A. Normal-Weight Concrete:

1. Minimum Compressive Strength: 3000 psi at 28 days.

B. Admixtures: Include admixture types and quantities indicated in concrete mix designs only when approved by Contracting Officer (CO).

1. Use accelerating admixtures in cold weather.

2. Do not use calcium chloride.

3. Use set retarding admixtures during hot weather.

4. Add air entrainment admixture to concrete mix for work exposed to freezing and thawing or deicing chemicals.

5. For concrete exposed to deicing chemicals, limit fly ash, pozzolans, silica fume, and slag content as required by applicable code.

C. Average Compressive Strength Reduction: Not permitted.

D. Ready Mix Concrete: Mix and deliver in accordance with ASTM C94/C94M.

1. Site Mixed Concrete: Mix concrete in accordance with ACI 318.Air Content: Maintain within range permitted by ACI 301.

2.6 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M and ASTM C 1116/C 1116, and furnish batch ticket information.

1. When air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

PART 3 - EXECUTION

3.1 FORMWORK INSTALLATION

A. Design, construct, erect, brace, and maintain formwork according to ACI 301.

3.2 EMBEDDED ITEM INSTALLATION

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

MISCELLANEOUS CAST-IN-PLACE CONCRETE Bonneville Estates Security Fencing PROJECT 033053 - 3

3.3 JOINTS

A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. Match existing.

B. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness. Match existing.

C. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated.

1. Extend joint-filler strips full width and depth of joint, terminating flush with finished concrete surface unless otherwise indicated.

3.4 CONCRETE PLACEMENT

A. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301.

B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation.

1. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.

C. Cold-Weather Placement: Comply with ACI 306.1.

D. Hot-Weather Placement: Comply with ACI 301.

3.5 FINISHING FORMED SURFACES

A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections exceeding 1/2 inch.

1. Apply to concrete surfaces not exposed to public view.

B. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated.

3.6 FINISHING UNFORMED SURFACES

A. General: Comply with ACI 302.1R for screeding, re-straightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces.

MISCELLANEOUS CAST-IN-PLACE CONCRETE Bonneville Estates Security Fencing PROJECT 033053 - 4 B. Screed surfaces with a straightedge and strike off. Begin initial floating using bull floats or darbies to form a uniform and open-textured surface plane before excess moisture or bleedwater appears on surface.

1. Do not further disturb surfaces before starting finishing operations.

C. Slip-Resistive Broom Finish: Apply a slip-resistive finish to surfaces indicated and to exterior concrete platforms, steps, and ramps. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber-bristle broom perpendicular to main traffic route.

3.7 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and with ACI 301 for hot-weather protection during curing.

B. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb./sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.

C. Cure concrete according to ACI 308.1.

3.8 CONCRETE SURFACE REPAIRS

A. Defective Concrete: Repair and patch defective areas when approved by CO. Remove and replace concrete that cannot be repaired and patched to CO's approval.

3.9 FIELD QUALITY CONTROL

A. Testing Agency: Contractor will perform field tests and inspections and prepare test reports.

3.10 DISPOSAL OF WASTE

A. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.

END OF SECTION 033053

SECTION 323113.53 - HIGH-SECURITY CHAIN LINK FENCES AND GATES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. High-security chain-link fences.

2. Swing gates.

3. Hardware and Fittings B. Related Requirements:

1. Section 033053 "Miscellaneous Cast-in-Place Concrete" for cast-in-place concrete and post footings.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for the following:

a. Fence and gate posts, rails, and fittings.

b. Chain-link fabric, reinforcements, and attachments.

c. Accessories: Barbed wire.

d. Gates and hardware.

1.3 INFORMATIONAL SUBMITTALS

A. Field quality-control reports.

B. Sample Warranty: For special warranty.

1.4 QUALITY ASSURANCE

A. Testing Agency Qualifications: For testing fence grounding; member company of NETA or an NRTL.

1. Testing Agency's Field Supervisor: Certified by NETA to supervise on-site testing.

2017 HIGH-SECURITY CHAIN LINK FENCES AND GATES Bonneville Estates Security Fencing PROJECT 323113.53 - 1

1.5 FIELD CONDITIONS

A. Field Measurements: Verify layout information for chain-link fences and gates shown on Drawings in relation to property survey and existing structures. Verify dimensions by field measurements.

1.6 WARRANTY

A. Special Warranty: Installer agrees to repair or replace components of high-security chain-link fences and gates that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Failure to comply with performance requirements.

b. Deterioration of metals, metal finishes, and other materials beyond normal weathering.

c. Faulty operation of gate operators and controls.

2. Warranty Period: Five years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Lightning Protection System: Maximum resistance-to-ground value of 25 ohms at each grounding location along fence under normal dry conditions.

2.2 CHAIN-LINK FENCE FABRIC

A. General: Provide fabric in height measured between top and bottom of outer edge of selvage according to "CLFMI Product Manual" and requirements indicated below:

1. Fabric Height: One piece as indicated on Drawings.

a. Steel Wire for Fabric: Wire diameter of 0.192 inch (6 gauge).

1) Mesh Size: 2 inches (50 mm).

2. Zinc-Coated Fabric: (Galvanized) ASTM A 392, Type II, Class 1, 1.2 oz./sq. ft. (366 g/sq. m) with zinc coating applied after weaving.

2.3 SECURITY FENCE FRAMEWORK

A. Posts and Rails: ASTM F 1043 for framework, including rails, braces, and line; terminal; and corner posts.

1. Fence Height: 72 inches.

HIGH-SECURITY CHAIN LINK FENCES AND GATES Bonneville Estates Security Fencing PROJECT 323113.53 - 2

2. Heavy-Industrial-Strength Material: Group IA, round steel pipe, Schedule 40.

a. Line Post: 2.375 inches in diameter.

b. End, Corner, and Pull Posts: 2.375 inches in diameter.

3. Rail Members: Brace rails according to ASTM F 1043 for Heavy Industrial.

4. Metallic Coating for Steel Framework:

a. Type A: Not less than minimum 2.0-oz./sq. ft. average zinc coating according to ASTM A 123/A 123M or 4.0-oz./sq. ft. zinc coating according to ASTM A 653/A 653M.

2.4 TENSION WIRE

A. Metallic-Coated Steel Wire: 0.177-inch diameter, marcelled tension wire according to ASTM A 817 or ASTM A 824, with the following metallic coating:

1. Type II: Zinc coated (galvanized) by hot-dip process, with Class 5 minimum coating weight of not less than 2.0 oz./sq. ft. of uncoated wire surface.

2.5 SWING GATES

A. General: ASTM F 900 for gate posts and single swing gate (walk through), double swing gate (vehicle access) types.

1. Gate Leaf Width: 4 foot wide (walk Through). 6 foot wide (vehicle access) double 12’ Total

2. Framework Member Sizes and Strength: Based on gate fabric height of 72 inches (1830 mm) or less.

B. Pipe and Tubing:

1. Zinc-Coated Steel: ASTM F 1043 and ASTM F 1083; protective coating and finish to match fence framework.

2. Gate Posts: Round tubular steel.

3. Gate Frames and Bracing: Round tubular steel.

C. Frame Corner Construction: Assembled with corner fittings and 3/8-inch diameter, adjustable truss rods for panels 60 inches or wider.

D. Extended Gate Posts and Frame Members: Fabricate gate posts and frame end members to extend 12 inches above top of chain-link fabric at both ends of gate frame as required to attach barbed wire assemblies.

E. Hardware:

1. Hinges: Minimum 180-degree outward swing.

HIGH-SECURITY CHAIN LINK FENCES AND GATES Bonneville Estates Security Fencing PROJECT 323113.53 - 3

2. Latchsets:

Permitting operation from both sides of gate with provision for padlocking accessible from both sides of gate.

2.6 FITTINGS

A. Provide fittings according to ASTM F 626.

B. Post Caps: Provide for each extended post.

1. Provide line post caps with loop to receive tension wire or top rail.

C. Rail and Brace Ends: For each gate, corner, pull, and end post.

D. Rail Fittings: Provide the following:

1. Top-Rail Sleeves: Pressed-steel or round-steel tubing not less than 6 inches long.

2. Rail Clamps: Line and corner boulevard clamps for connecting intermediate rails to posts.

E. Tension and Brace Bands, Tension Bars, and Truss Rod Assemblies: According to ASTM F 2611.

F. Barbed Wire Arms: Pressed steel or cast iron, with clips, slots, or other means for attaching strands of barbed wire, and means for attaching to posts, for each post unless otherwise indicated, and as follows:

1. Provide line posts with arms that accommodate top rail or tension wire.

2. Provide corner arms at fence corner posts unless extended posts are indicated.

3. Single-Arm Type: Type I, slanted arm.

4. Use bolts or rivets for connection to posts.

HIGH-SECURITY CHAIN LINK FENCES AND GATES Bonneville Estates Security Fencing PROJECT 323113.53 - 4

G. Tie Wires, Clips, and Fasteners: According to ASTM F 626.

1. High-Security Round Wire Ties: For attaching chain-link fabric to posts, rails, and frames, according to the following:

a. Metallic-Coated Steel: 0.192-inch- diameter wire; zinc coating.

b. Stainless steel.

H. Power-Driven Fabric Fasteners: As recommended in writing by manufacturer.

I. Finish:

1. Metallic Coating for Pressed Steel or Cast Iron: Not less than 1.2 oz. /sq. ft. of zinc.

2.7 BARBED WIRE

A. Steel Barbed Wire: ASTM A 121, High Security Grade, two-strand barbed wire; 0.099-inch- diameter line wire with 0.080-inch- diameter, four-point round barbs spaced not more than 3 inches o.c..

1. Aluminum Coating: Type A.

2.8 GROUT AND ANCHORING CEMENT

A. Non-shrink, Nonmetallic Grout: Factory-packaged, non-staining, noncorrosive, nongaseous grout complying with ASTM C 1107/C 1107M. Provide grout, recommended in writing by manufacturer, for exterior applications.

B. Anchoring Cement: Factory-packaged, non-shrink, non-staining, hydraulic-controlled expansion cement formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating, and that is recommended in writing by manufacturer for exterior applications.

2.9 GROUNDING MATERIALS

A. Comply with requirements in Section 260526 "Grounding and Bonding."

B. Connectors and Grounding Rods: Listed and labeled for complying with UL 467.

1. Connectors for Below-Grade Use: Exothermic welded type.

2. Grounding Rods: Copper-clad steel, 5/8 by 96 inches (16 by 2440 mm).

HIGH-SECURITY CHAIN LINK FENCES AND GATES Bonneville Estates Security Fencing PROJECT 323113.53 - 5

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine areas and conditions, with Installer present, for compliance with requirements forsite clearing, earthwork, pavement work, and other conditions affecting performance of the Work.

3.2 PREPARATION

A. Stake locations of fence lines, gates, and terminal posts. Do not exceed intervals of 30 feet or line of sight between stakes. Indicate locations of utilities, lawn sprinkler system, underground structures, benchmarks, and property monuments.

3.3 CHAIN-LINK FENCE INSTALLATION

A. Install chain-link fencing according to ASTM F 567 and more stringent requirements specified.

1. Install fencing per drawings and pre-construction meeting.

B. Post Excavation: Drill or hand-excavate holes for posts to diameters and spacings indicated, in firm, undisturbed soil.

C. Post Setting: Set posts in concrete at indicated spacing into firm, undisturbed soil.

1. Verify that posts are set plumb, aligned, and at correct height and spacing, and hold in position during setting with concrete or mechanical devices.

2. Concrete Fill: Place concrete around posts to dimensions indicated and vibrate or tamp for consolidation. Protect aboveground portion of posts from concrete splatter.

a. Posts Set into Holes in Concrete: Form or core drill holes to the dimensions indicated on Fence Detail. Clean holes of loose material, insert posts, and fill annular space between post and concrete with anchoring cement, mixed and placed according to anchoring material manufacturer's written instructions. Finish anchorage joint to slope away from post to drain water.

D. Terminal Posts: Install terminal end, corner, and gate posts according to ASTM F 567 and terminal pull posts at changes in horizontal or vertical alignment of 15 degrees or more, at any abrupt change in grade.

E. Line Posts: Space line posts uniformly at 10 feet o.c..

F. Post Bracing and Intermediate Rails: Install according to ASTM F 567, maintaining plumb position and alignment of fence posts. Diagonally brace terminal posts to adjacent line posts with truss rods and turnbuckles. Install braces at end and gate posts and at both sides of corner and pull posts.

2017 HIGH-SECURITY CHAIN LINK FENCES AND GATES Bonneville Estates Security Fencing PROJECT 323113.53 - 6

1. Locate horizontal braces at mid-height of fabric 72 inches or higher, on fences with top rail, and at two-third fabric height on fences without top rail. Install so posts are plumb when diagonal rod is under proper tension.

G. Barbed Wire Arms: Bolt or rivet to top of post. Angle single arms away from approach side of fence.

H. Tension Wire: Install according to ASTM F 567, maintaining plumb position and alignment of fence posts. Pull wire taut, without sags. Fasten fabric to tension wire with 0.120-inch- diameter hog rings of same material and finish as fabric wire, spaced a maximum of 18 inches o.c. Install tension wire in locations indicated before stretching fabric. Provide horizontal tension wire at the following locations:

1. Extended along top and bottom of fence fabric. Install top tension wire through post cap loops. Install bottom tension wire within 4 inches of bottom of fabric and tie to each post with not less than same diameter and type of wire. Hog ring 18 inches on center along chain link fabric.

I. Brace Rails: Secure to posts with fittings; anchor rail at mid-span.

J. Chain-Link Fabric: Apply fabric on the approach side of fence, inside of enclosing framework. Pull fabric taut and tie to posts, rails, and tension wires. Anchor to framework so fabric remains under tension after pulling force is released.

1. Overlapping Fabric: Overlap ends of fence fabric at or between posts or rails; overlap 6 inches and secure with wire ties or steel strap method.

2. Bottom Clearance: Leave 1 inch between finish grade or surface and bottom selvage unless otherwise indicated.

K. Tension or Stretcher Bars: Thread through fabric and secure to end, corner, pull, and gate posts with tension bands spaced not more than 15 inches o.c.

L. Tie Wires: Power-fastened or manually fastened ties configured to wrap a full 360 degrees around rail or post and a minimum of one complete diamond of fabric. Twist ends one and one-half machine twists or three full manual twists, and cut off protruding ends to preclude untwisting by hand.

1. Maximum Spacing: Tie fabric to line posts at 12 inches o.c. and to braces at 24 inches o.c.

M. Power-Fastening of Fabric: Fasten 0.192- or 0.148-inch wire fabric with 2- or 1-inch mesh size. Fasten fabric to line posts 12 inches o.c. and to braces 24 inches o.c.

N. Fasteners: Install nuts for tension bands and carriage bolts on the side of fence opposite the fabric side. Peen ends of bolts or score threads to prevent removal of nuts.

HIGH-SECURITY CHAIN LINK FENCES AND GATES Bonneville Estates Security Fencing PROJECT 323113.53 - 7

O. Barbed Wire: Install barbed wire uniformly spaced, angled toward security side of fence. Pull wire taut, install securely to extension arms, and secure to end post or terminal arms.

3.4 GATE INSTALLATION

A. Install gates according to manufacturer's written instructions, level, plumb, and secure for full opening without interference. Attach fabric as for fencing. Attach hardware using tamper-resistant or concealed means. Install ground-set items in concrete for anchorage. Adjust hardware for smooth operation.

3.5 GROUNDING AND BONDING

A. Comply with requirements in Section 260526 "Grounding and Bonding."

B. Fence and Gate Grounding:

1. Ground for fence and fence posts shall be a separate system from ground for gate and gate posts.

2. Install ground rods and connections at maximum intervals of 100 feet.

3. Ground fence on each side of gates and other fence openings.

a. Bond metal gates to gate posts.

b. Bond across openings, with and without gates, except openings indicated as intentional fence discontinuities. Use No. 2 AWG wire and bury it at least 18 inches below finished grade.

C. Protection at Crossings of Overhead Electrical Power Lines: Ground fence at location of crossing and at a ground rod located a maximum distance of 150 feet on each side of crossing.

D. Grounding Method: At each grounding location, drive a grounding rod vertically until the top is 6 inches below finished grade. Connect rod to fence with No. 6 AWG conductor. Connect conductor to each fence component at grounding location.

1. Make grounding connections to each barbed wire strand with wire-to-wire connectors designed for this purpose.

2. Make grounding connections to each barbed tape coil with connectors designed for this purpose.

E. Connections:

1. Make connections with clean, bare metal at points of contact.

2. Make aluminum-to-steel connections with stainless-steel separators and mechanical clamps.

3. Make aluminum-to-galvanized-steel connections with tin-plated copper jumpers and mechanical clamps.

4. Make above-grade ground connections with mechanical fasteners.

5. Make below-grade ground connections with exothermic welds.

6. Coat and seal connections having dissimilar metals with inert material to prevent future penetration of moisture to contact surfaces.

HIGH-SECURITY CHAIN LINK FENCES AND GATES Bonneville Estates Security Fencing PROJECT 323113.53 - 8

F. Bonding to Lightning Protection System: Ground fence and bond fence grounding conductor to lightning protection down conductor or lightning protection grounding conductor according to NFPA 780.

G. Comply with requirements in Section 264113 "Lightning Protection for Structures."

3.6 FIELD QUALITY CONTROL

A. Testing Agency: Engage a qualified testing agency to perform tests.

B. Perform the following tests:

1. Fabric Testing: Test fabric tension according to "Deflection Limits" Paragraph in "Performance Requirements" Article.

2. Fence Post Rigidity Testing: Test line posts for rigidity according to "Deflection Limits" Paragraph in "Performance Requirements" Article.

3. Grounding Tests: Comply with requirements in Section 264113 "Lightning Protection for Structures."

C. Prepare test reports.

3.7 ADJUSTING

A. Gates: Adjust gates to operate smoothly, easily, and quietly, free of binding, warp, excessive deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire operational range. Confirm that latches and locks engage accurately and securely without forcing or binding.

3.8 DEMONSTRATION

A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain high-security chain-link fences and gates.

END OF SECTION 323113.53

SECTION 01100-2 – Antelope Basin Fence Repair

PART 1: GENERAL

1.1 SUMMARY:

This Section includes the following:

Work covered by the Contract Documents.

Work Scheduling References Definitions Delivery storage and handling Project/Site conditions

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Description of Work: Furnishing labor and equipment to repair barbed wire fence and associated gates, corners, and panels, with specified Government-furnished property. (See section 01019) , and removing and replacing wood braces with steel pipe corners and end panels (see location maps for locations).

B. Location: Work under this Contract is located approximately 40 miles north of Deeth, NV; in Elko County. The work locations are shown on the maps and drawings. Centered work area is 41°28’39”N -116°17’13” E

C. Work Data Sheet: Designates the type and quantity of work required at each project location, and dimensions required for typical drawings.

1.3 WORK SCHEDULING:

for all major work items must be included.

1.4 REFERENCES:

A. N/A

1.5 DEFINITIONS:

A. Approval of the submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's attention in writing.

01100-01

1.6 DELIVERY, STORAGE, AND HANDLING:

A. Delivery: The Contractor shall protect products incorporated into the work from damage while in transit to the site. Products must be stored in original unopened containers with manufacturer's name, brand designation, and contents legibly indicated.

B. Storage: The Contractor shall provide temporary storage facilities for products complying with manufacturer’s recommendations which will protect them from damage until installation on the project and final acceptance.

C. Handling: The Contractor shall load and unload products in such a manner as to protect them from damage until installation on the project.

1.7 PROJECT/SITE CONDITIONS:

A. Access Roads: Access roads are shown on the Work Location Map. Vehicle travel is permitted along the fence line. Maps of these areas will be provided. The topography along the fence line may limit or prevent travel.

B. Rocky ground: The project site includes some rock formations which prevent posts from being driven. A rock drill may be required at these work sites to assure proper installation of posts.

C. Environmental Considerations:

1. No blading or scraping of the ground along the fence line or on any Bureau of Land Management administered land is permitted. Access roads shall not be constructed along fence lines or to the job sites, but travel along the fence line is permitted.

2. Rocky conditions exist along portions of the fence. It is highly recommended that interested contractors attend the site visit or inspect the site before offering a quote.

3. No cross-country travel with motorized vehicles shall take place when ground is muddy causing ruts to form. The Contractor shall repair all ruts and scarred ground created by construction, repair, or removal as directed by the Contracting Officer.

4. Camping at or near the job site is permitted as long as it does not exceed a maximum of 14 days in any one location. Camping is prohibited within 100 yards of any isolated water source springs, seeps, water troughs, windmills, small reservoirs, etc. Toilet facility requirements shall follow all Federal and State regulations. When a camp site is no longer needed, all garbage must be removed and properly disposed of.

5. Clean-up: All trash and excess materials must be removed from the project site on completion of construction and disposed of in a manner, and at a location, approved by the Contracting Officer.

6. Cultural Considerations: Because fragile and irreplaceable culture resources may be present in the area, project activities and any other action which causes disturbance of the earth's surface shall be limited to those areas approved by the BLM. Deviations from routes flagged or shown on the drawings are not allowable without prior approval of the Contracting Officer. The Contractor shall insure that he, his employees, or his representatives do not collect archaeological artifacts. Should the condition of the cultural resources in the area be altered during construction due to unauthorized activity by the Contractor or his employees, the Contractor shall be responsible for all costs of mitigating the cultural resources involved. If deterioration of the archaeological sites is found to be occurring during the construction phase, work on the project shall be terminated until a data recovery plan is prepared and completed in accordance with the National Historic Preservation Act.

The Contractor shall immediately bring to the attention of the Contracting Officer any and all cultural resources including, but not limited to, historic and pre historic sites or artifacts, buried artifacts, and buried features such as fire pits, burials, and house floors discovered as a result of construction operations. The Contractor shall immediately suspend all activities that might harm the object(s) and shall leave such discoveries intact until 1nstructed to proceed by the Contracting Officer.

Pursuant to 43 CFR 10.4(g) the Contractor must notify the Contracting Officer by telephone, with written confirmation, immediately upon the discovery of human remains, funerary items, sacred objects, or objects of cultural patrimony. Further, pursuant to 43 CFR 10.4(c) and (d), the Contractor must stop activities in the immediate vicinity of the discovery and protect it from construction activities for 30 days or until notified to proceed by the Contracting Officer.

PART 2: PRODUCTS

(There are no applicable requirements.)

PART 3: EXECUTION

3.01 PROJECT MEETINGS:

A. PreWork Conference:

1. A Pre-Work Conference will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date and place. The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract.

2. The Contractor, subcontractors and the persons responsible for coordination of the work shall be present at the meeting.

3. The Contractor shall be prepared to summarize and explain procedures planned for the project.

B. Progress Meetings:

1. Shall be held at the project site, or as determined by the Contracting Officer.

2. Meetings may be called by either the Contracting Officer or the Contractor. Request shall state who should attend and include an agenda.

C. Final Inspection:

1. To be held at the project site, or as determined by the Contracting Officer.

2. Notify the Contracting Officer in writing at least 3 working days before the completion date so the Government can schedule final inspection.

3. The Contractor or the Contractor’s authorized representative shall be present during this inspection.

3.02 PREPARATION:

A. Work Layout: The Government will set flags or fence posts within sight distance to give the Contractor lines and angles necessary to execute the work specified under the Contract. The Contractor shall, immediately upon entering the project site for the purpose of beginning work, locate all reference marks and take such actions to prevent their destruction. Stress panels shall be located as specified for barbed wire fences. Location of gates, end panels, and corner panels will be as shown on drawings and staked on the ground.

3.03 DISPOSAL OF DEBRIS

A. Requirements: Items or debris not designated as salvage for the government, shall become the property of the Contractor. The Contractor is responsible for the disposal of materials in a legal manner and the payments of all disposal fees. Burning of removed materials is not permitted on the work site.

END OF SECTION 01100

SECTION 323100 - FENCES AND GATES

1.2 SUMMARY:

A. Section Includes: Furnishing tools and constructing fences, including associated panels, corners, gates, and accessories.

B. Related Sections:

1.02 REFERENCES:

A. AWS Reference

1.03 SUBMITTALS:

A. General: Submittals shall be according to Section 01100 - General Information.

PART 2: PRODUCTS

2.1 GOVERNMENTFURNISHED MATERIALS:

A. The government shall furnish specified materials required for the performance of the contract work in accordance with Section 01019 – Government Furnished Property.

PART 3: EXECUTION

3.01 PREPARATION:

A. Clearing: Maximum clearing width is 20 ft along the fence line. Provide minimum disturbance to existing shrubs, grass and sod. Fence lines shall not be bladed or dozed.

3.02 INSTALLATION:

A. General: Construct the barbed wire fence in accordance with the drawings

B. Steel Posts: Drive into the ground to the depth shown on the drawings. The anchor plate shall be below the ground surface. Posts shall be driven plumb. When rock formations prevent driving remove anchor plate and excavate or drill holes a minimum of 18 inches deep and slightly smaller than the diameter of the post, then drive post solidly into the rock formation.

C. Corner Panel, and End Panel Assemblies: Construct as shown on the drawings or as staked in the field. Construct stress panels on crests of hills, and a maximum of 1320 ft centertocenter for barbed wire sections on standard barbed wire fences. Construct end panels at the end of fence runs unless shown otherwise on the drawings.

D. Wire: Stretch and attach to steel posts with standard wire clips. Wire is properly stretched when it is springy to the touch. Terminate wire at each end post, corner post, or stress panel. Wrap wire around the post two times and tie off by wrapping around the incoming wire a minimum of four times.

E. Brace Wire: Shall be double-looped and twisted tight with a stick. For easy panels, each wrap shall be looped once around the post. Leave one end of the stick long enough to fasten behind the horizontal brace to prevent wire from unwinding.

F. Barbed Wire Gates: Shall be constructed and installed according to the drawings. Mechanical gate closures shall be installed on all gates. ALL GATES SHALL BE 4 WIRES WITH FIVE GATE STAYS.

G. Mechanical Gate Closers: Line up the latch with the gate. Adjust latch assembly after installation so that the latch does not bind and the gate hangs properly..

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT:

A. Units: The work described in this section will be measured and paid for by the foot for each type of fence as measured along the ground surface next to the completed fence. Gates do not include adjacent end or corner panels. Corners, gates, end panels and drainage crossings shall be paid for per each as shown in the bid schedule.

B. Re-measurement: Re-measurement of fence will be made upon the written request of the Contractor. Request for re-measurement must be made in writing within ten (10) calendar days after fence has been completed. If re-measurement indicates a difference of not more than one (1) percent from the original measurement, the Contractor shall pay the actual cost of the re-measurement. Payments will be based on the second measurement.

END OF SECTION

323100

SECTION 01019 - GOVERNMENT FURNISHED PROPERTY

1.01 SUMMARY

A. Section Includes: The materials to be furnished by the Government and their locations.

1.02 DELIVERY, STORAGE, AND HANDLING:

A. Location: The Government-furnished property will be provided by the Bureau of Land Management at the Elko District Office, 3900 E. Idaho Street, Elko, Nevada

B. Time: Property will be available Monday through Friday, 7:30 to 11:00 am and 1:00 to 3:00 pm except on holidays.

C. Return of Unused Property: Return unused material to the Elko District Office.

D. Loading/Offloading/Transporting Property: Contractor shall be responsible for providing the necessary material-handling equipment to load/unload materials. The Contractor shall load and transport materials to the work sites.

PART 2: PRODUCTS

2.01 MATERIALS

A. Materials to be furnished by the Government: All materials required to complete the scope of work will be supplied by the Government. A list of materials to be supplied are as follows:

Barbed Wire Smooth Wire T-Posts Clips Clamps 2 3/8” post pipe 7’ 1 7/8” rail pipe 7’ Associated hardware Gate stays staples

(There are no applicable requirements.)

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT:

A. Units: The work described in this section will not be measured for payment.

4.02 BASIS OF PAYMENT

END OF SECTION 01019

SECTION 02837- FENCE REMOVAL, RELOCATION

1.01 SUMMARY:

A. Section Includes: Removing fences, panels, corners and gates.

B. Related Sections:

General Information and Requirements Section 01009

1.02 PROJECT/SITE CONDITIONS:

A. Requirements: Access roads shall not be constructed along fence lines or to the jobsite unless written approval is granted by the Contracting Officer.