A04_Statement_of_Work_and_Data_2022_South_Phillips_Fences.pdf

INDEX

Section 01009 . . . . . . . . . . . . . . . . . . . . . . . . . . . . General Information and Requirements

Section 01019 . . . . . . . . . . . . . . . . . . . . . . . . . . . . Government Furnished Property

Section 02834 . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wire Fences and Gates

Section 02836. . . . . . . . . . . . . . . . . . . . . . . . . . . . Drainage Crossing Amended

Section 02837 . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fence Removal

Work Data Sheet

01009 - 1 2022 SOUTH PHILLIPS FENCES Feb. 23, 2022

DIVISION 1 SECTION 01009

GENERAL REQUIREMENTS GENERAL INFORMATION AND REQUIREMENTS

PART 1: GENERAL

1.01 SUMMARY:

A. Description of Work: Furnishing labor, equipment, supplies and materials, to remove approximately

5.3 miles (1692 rods) of 3-4-wire fence and construct approximately 5.6 miles (1788 rods) of new 4-wire fencing in accordance with these specifications, the drawings, and the Work Data sheet attached.

B. Location: Work under this Contract is in Phillips County, State of Montana. Ground conditions in the area are typically described as broken rolling hills, with surface cobblestones to gently rolling hills.

Work location is shown on the drawings.

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

1.02 REFERENCES:

A. Referenced Specifications/Standards with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications/standards referred to herein may be procured by the Contractor, from the following:

ASTM American Society for Testing and Materials 1916 Race Street

Philadelphia, PA 19103

AWPA American Wood Protection Association P.O. Box 361784 Birmingham, AL 35236-1784

1.03 DEFINITIONS:

A. Approvals: Approval of the submittal is an indication that the Contractor's submittal has 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. After approval of an item, the Contractor may submit a substitute for approval when the approved item cannot be purchased or delivered in time to avoid delay in completion of the project.

1.04 SUBMITTAL:

A. Scope: Submittals include material certifications, manufacturers' literature, payrolls and work schedule.

B. Requirements: Refer to specifications for submittal required. Allow at least 5 working days for review. Submittals shall be delivered to the Contracting Officer.

C. Identification of Submittal: Completely identify each submittal by showing at least the following information:

01009 - 2 2022 SOUTH PHILLIPS FENCES Feb. 23, 2022

1. Name and address of submitter, plus name and telephone number of the individual to contact for further information.

2. Name of project as it appears in these specifications.

3. Contract number, drawing number, and specification section number to which the submittal applies.

4. Whether this is an original submittal or re-submittal.

5. Each item shall clearly note the manufacturer's name and address, trade name, product, lot, style, color, catalog designation or model number, and locations of use.

1.05 CERTIFICATES OF CONFORMANCE:

A. Requirements: The Contracting Officer may permit use, prior to sampling and testing, of materials when accompanied by Certificates of Conformance. Materials used based on a Certificate of Conformance may be sampled and tested. Installation of materials based on Certificates of Conformance shall not relieve the Contractor of responsibility for incorporating materials which conform to the requirements of the drawings and specifications. Material not conforming to those requirements will be subject to rejection, whether in place or not.

B. Format: The form of the Certificate of Conformance provided by the supplier shall be as follows:

1. The certificate shall state that the named product conforms to the Contract requirements.

2. The certificate shall either be accompanied with a certified copy of the test results or certify that such tests are on file with the manufacturer and will be furnished to the Contracting Officer upon request.

3. The certificate shall provide the name and address of the manufacturer, the testing agency and the date of tests.

4. The certificate shall set forth the means of identification which will permit field determination of the product delivered as being the product covered by the certification.

1.06 QUALITY OF 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 project specifications shall govern.

1.07 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 delivered in original unopened containers with manufacturer's name and brand designation and contents legibly indicated.

01009 - 3 2022 SOUTH PHILLIPS FENCES Feb. 23, 2022

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. The storage area shall permit access for inspection and handling.

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

1.08 PROJECT/SITE CONDITIONS:

A. Access to the Work:

1. Access to the work shall be provided by and at the Contractor's expense. Prior to the building of access routes across lands under the jurisdiction of the Bureau of Land Management, the Contractor shall obtain approval of the Contracting Officer.

2. Public or private access roads damaged by the Contractor shall be restored, at the Contractor's expense, to the same condition they were in at the commencement of work.

3. Access to construction shall be accomplished with regard for environmental considerations.

B. Environmental Considerations: Operations of the Contractor (including storage of materials, project office, camping area, and equipment parking) upon Government premises shall be confined to areas approved by the Contracting Officer. The surrounding landscape shall not be disturbed. If it is disturbed, the Contractor shall restore that area at the Contractors expense. Government premises adjacent to the construction site will be made available for use by the Contractor without cost whenever such use will not interfere with other Government activities.

C. Cattle in Area: The Range Management Specialist and the Permittee will coordinate to ensure cattle in the area will not affect fence construction.

D. The contractor is solely responsible for contacting the Utilities Underground Location Center at 1- 800-424-555 and getting the area where the fence will be constructed cleared for excavation. The contractor will be responsible for any repairs to any underground utilities that he damages during the execution of this contract.

1.09 SEQUENCING AND SCHEDULING:

A. Work Schedule: The schedule shall be submitted at the pre-work conference. When requested, the Contractor shall submit an updated schedule within three calendar days.

B. Permitted Work Period: Work on this project can only occur between July 15th and November

30th during any calendar year to accommodate wildlife concerns in the vicinity.

PART 2: PRODUCTS

(There are no applicable requirements.)

PART 3: EXECUTION

3.01 PROJECT MEETINGS:

A. Pre-Work Conference:

1. Notification: A pre-work conference will be held prior to the start of work. The Contractor will be

01009 - 4 2022 SOUTH PHILLIPS FENCES Feb. 23, 2022 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. Attendance: The Contractor, subcontractors, and the persons responsible for coordination of the work shall be present at the meeting.

3. Presentation: The Contractor shall be prepared to summarize and explain procedures planned for the project and present the submittals requested in the specifications.

B. Progress Meetings:

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

2. Notification: Meetings may be called by either the Contracting Officer or the Contractor.

Request shall state who should attend.

C. Final Inspection:

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

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

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

3.02 WORK LAYOUT:

A. Requirements: The Government will set construction stakes to give the Contractor labels and approximate locations of fence assemblies necessary for the work executed under the Contract.

Baseline monuments or benchmarks disturbed or removed during construction shall be reset by the Contractor at the Contractor's expense.

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:

A. Payment: No direct payment for the work described under this section will be made. The Contractor shall include consideration for this item in the bid price for other items of the Contract.

END OF SECTION

01019 - 1

2022 SOUTH PHILIPS FENCES Feb. 23, 2022

DIVISION 1 SECTION 01019

GENERAL REQUIREMENTS GOVERNMENT-FURNISHED PROPERTY

Rev. 3-93

PART 1: GENERAL

1.01 WORK INCLUDED:

A. Description: 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 Malta Field Office, 501 South. 2nd Street East., Malta Montana 59538

B. Time: All of the material will be picked up upon commencement of the contract and will be stored in the Contractor’s possession. The material will be available for pick up Monday through Friday between the hours of 8:00 a.m. and 12:00 noon, and 1:00 p.m. and 4:00 p.m., except on holidays.

C. Return of Unused Property: Unused material shall be returned to the Malta Field Office Wareyard, and during the same time periods, as listed above.

D. Loading/Offloading/Transporting Property the Contractor shall load and transport materials to worksites.:

PART 2: PRODUCTS

2.01 MATERIALS:

A. Materials to be furnished by the Government:

Specification Materials Section Description Quantity Unit

02834 Gate Closure Device 13 Each

(There are no applicable requirements)

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT: The work described in this section will not be measured for payment.

4.02 BASIS OF PAYMENT:

A. Payment: No direct payment for the work described under this section will be made. Contractor shall include consideration for this item in the bid price for other scheduled items of the Contract.

02834-1 2022 SOUTH PHILLIPS FENCES Feb. 23, 2022

DIVISION 2 SECTION 02834

SITEWORK WIRE FENCES AND GATES

PART 1: GENERAL

1.01 SUMMARY:

A. Section Includes: Installing with Contractor-furnished labor, equipment, and Government-furnished property, 1788 rods (approximately 5.6 miles) of 4-wire fence (3-barbed, 1-smooth) as shown on the drawings and on the Work Data Sheet, and as specified herein.

1.02 REFERENCES:

A. American Society for Testing and Materials:

ASTM A 121-Rev - A-92 Zinc-Coated (Galvanized) Steel Barbed Wire ASTM A 702-89 Steel Fence Posts and Assemblies, Hot-Wrought

B. American Wood Preservers' Association AWPA U1-05 User Specification for Treated Wood.

AWPA T1-05 Processing and Pressure Treatment Standard.

AWPA M4-05 Standard for the Care of Preservative - Treated Wood Products AWPA P5-05 Standards for Waterborne Preservatives

C. If more current versions of the reference are available or become available before the date of the bid they shall be used in place of the ones noted above.

1.03 SUBMITTALS:

A. General: Submittals shall be according to section titled - General Information and Requirements.

B. Certificates of Conformance: Submit one copy of written certification from the supplier of the following contractor-furnished items to be used on this project. Submit written certification from the treating plant stating that chemicals and methods used for wood preservation and net amount of preservative retained are in conformance with applicable standards. Submit written certification from the manufacturer that the Contractor-furnished fence posts and wire conform to the requirements of this section.

PART 2: PRODUCTS

2.01 CONTRACTOR-FURNISHED MATERIALS:

A. Wire:

1. Barbed Wire: A strand of two 12-1/2-ga galvanized wires twisted together with 2-point barbs of 14-ga wire spaced 4 inches apart. Wire and barbs shall be zinc-coated steel, with a class 1 zinc coating.

The minimum breaking strength of each pair of wires shall be 950 lb-force. Wire shall conform to

ASTM A 121.

2. Barbless Wires: A strand of two 12-1/2-ga galvanized wires twisted together. Wire shall be class 1 zinc-coated steel. The minimum breaking strength of each pair of wires shall be 950 lb-force. Wire shall conform to ASTM A 121.

3. Single Strand Barbless Wire: Shall be 9-gauge steel with a class 1 zinc coating. The minimum breaking strength of each wire shall be 950 lb-force. Wire shall conform with ASTM A 121

02834-2 2022 SOUTH PHILLIPS FENCES Feb. 23, 2022

4. Miscellaneous Wire: Wire for gate loops shall be 9-gauge class 1 galvanized barbless wire

B. Posts and Braces:

1. Wood Posts and Braces: Wood posts and brace rails shall be sound single-stem members of round cross section. A slight bend in one plane is acceptable. Wood posts 6 inches minimum diameter at the small end and brace rails shall be 4 inches minimum diameter at the small end and lengths are as shown on the work data sheet. Honey Locust, western red cedar (full stem with bark removed), juniper, osage orange, and white oak are acceptable without treatment. Posts are not acceptable when sweep causes a straight line joining the center of the top to the center of the butt to fall outside the body of the post, or at a point 2 inches or more from the center of the post. Posts that are twisted, rotted, excessively bent, or have a check extending into the pit or more than one check are not acceptable. Posts that are charred are not acceptable.

2. Steel Fence Posts: Shall be painted green with white tips, with a welded or riveted anchor plate, and shall be furnished with clip-type wire fasteners (punched tabs for fastening wires are not acceptable). Steel posts shall be manufactured from wrought, rail, or new billet steel, and shall have a minimum weight of 1.33 lb/lin ft exclusive of the anchor plate, which shall weigh a minimum of 0.67 lb +5% and shall be a minimum of 18 square inches in area. Steel fence posts and fasteners shall be in accordance with ASTM A 702.

C. Gates:

1. Wire Gates: Shall have the same type of wire and wire spacing as the fence. Use wood stays for intermediate gate stays.

D. Fasteners:

1. Staples: Shall be 9-ga, bright-finish or galvanized 2 inches in length.

2. Nails: Shall be 60d ring shank (6-inch, 7-gauge).

3. Clips: Shall be 11-gauge galvanized wire.

E. Post Grout: The grout shall be a rapid setting commercial product manufactured for anchoring posts.

F. Cattle Guard Wings: The contractor shall provide a pair of cattle guard wings from a commercial source that will attach to the existing cattle guard, with minimum field modifications (see drawings for minimum requirements). The contractor is responsible for collecting field measurements and coordinating the purchase, an installation. The contractor shall provide the government with a submittal for approval before purchase.

2.02 GOVERNMENT-FURNISHED MATERIALS:

A. Requirements: See Section Titled - Government-Furnished Property.

2.03 WOOD TREATMENT PRACTICES:

A. General: Minimum net retention and penetration shall be according to the most recently adopted

AWPA U1, Section B, and shall meet the most recent adopted UC4A standards.

B. Chromated Copper Arsenic (CCA): Waterborne preservative according to Type A, B, or C in the most recently adopted AWPA P 5 standards.

02834-3 2022 SOUTH PHILLIPS FENCES Feb. 23, 2022

C. Field Cutting: Shall be treated with copper naphthenate according to the most recently adopted AWPA M 4 standard.

3.01 PREPARATION:

A. Clearing: No clearing of the fence line will be allowed unless otherwise approved by the contracting officer.

3.02 INSTALLATION:

A. General: Steel posts shall not be used for end-panel, corner-panel, gate-panel, or stress-panel posts.

Set wood posts in dug or drilled holes. Drive steel posts. Posts shall be installed plumb, to the designated depth, and the lateral alignment shall be within plus or minus 1/2 inch. Post spacing shall be within 6 inches, but only when ground conditions prevent exact spacing. When treated members must be bored or cut during construction, thoroughly swab untreated surfaces with approved preservative. Avoid breathing sawdust and direct contact of preservative on the skin during field cutting and swabbing. Refer to the preservative manufacturer's required warnings for handling treated members.

B. Ratio of Wood to Steel Line Posts: Line posts shall be all steel except as noted.

C. Wood Posts: The Contractor shall dig or drill holes for setting wood posts to the designated depth.

Dug or drilled holes shall provide adequate open space around the post so that backfill can be tamped the full depth around the post. Backfill gradually and uniformly with soil around each post;

compact backfill firmly from the bottom of the hole to the ground surface.

D. Steel Posts: Drive into the ground to the depth shown on the drawings or until the anchor plate is slightly 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 larger than the diameter of the post. Place posts in the holes and grout the post solidly in position with cement grout or mortar.

E. Corner Panel, End Panel, and Stress Panel Assemblies: Construct as shown on the drawings or as staked in the field. Rock jacks shall not be substituted for these items. Construct stress panels a maximum of 80 rods center-to-center for barbed wire sections. In addition, stress panels are required at points between which wire is to be stretched.

F. Wire: Stretch tightly and staple to wood posts or securely 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, gate post, corner post, or stress panel by wrapping wire around the post two times and tie off by wrapping the incoming wire a minimum of four times. Stretch tightly and staple to wood posts or securely attach to posts with standard manufactured wire clips. Wire clips shall be twisted or otherwise secured off on both sides of the post. Each side of the clip shall be twisted around the wire and back past the clip itself, (more than 360 degrees). Drive staples into wood until the staple comes in contact with the wire against the post, but not so tight as to crimp the wire or prevent free movement of the wire between the post and the staple. Do not drive staples parallel to the grain of the wood.

G. Brace Wires: Shall be double looped with either four plies of 9 gauge or 8 plies of 12 1/2 gauge wires.

Number of plies of wire will be counted in the middle of assemblies before twisting. All wires shall be twisted tight with a stick. Leave one end of the stick long enough to fasten behind the horizontal brace to prevent wire from unwinding.

02834-4 2022 SOUTH PHILLIPS FENCES Feb. 23, 2022

H. Gates: Shall be installed in accordance with the Work Data Sheet and the drawings. Wood fence stays shall be used for intermediate gate stays.

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

J. Spiking: For spikes larger than 40d, predrilled holes shall be used. The hole diameter shall be 3/4 the diameter of the spike and drilled to a depth no greater than 1/2 the length of the spike.

K. Drainage Crossing: Construct drainage crossings in accordance with the Work Data Sheet and the drawings. Construct an auxiliary fence of wire, rock weights, and posts independent of the main fence, so that if the crossing washes out, the main fence will not be damaged. This bid item is for installation of wire and rock weights only. End panels, five post corners and set posts are separate bid items.

L. Single Set Wood Post: This bid item is to be used to construct auxiliary fence panels in drainage crossings or at major grade changes along the fence line. Install in accordance with the Work Data Sheet and the drawings

M. Panel as specified and drawn: Panels shall be installed in accordance with the drawings and as directed by the Contracting Officer.

N. Deadman: A Deadman is required when the distance between the bottom wire and the ground exceeds 20 inches. It shall be constructed of 12-1/2-gauge barbless wire bent in two and wound around the four wires in the fence and attached to; full-length steel post. Steel post shall be driven 4 feet underground at a 45-degree angle with 1-1/2 feet extending above ground level. In extreme conditions, as determined by the government official, two steel posts shall be used and shall be positioned opposite one another to form a 90-degree angle between the two posts for maximum holding power. Used posts 5’ in length or longer will be acceptable so long as they are free of corrosion and rust.

O. Cattle Guard Wings: The existing cattle guard shall have wings added to each side. The contractor shall field modify the cattle guard to accept the wings. Welding is unacceptable the use of bolts, nuts and washers is approved.

02834-5 2022 SOUTH PHILLIPS FENCES Feb. 23, 2022

A. Units: The work described in this section will be measured and paid for by the rod for each type of fence as measured along the ground surface next to the completed fence, including distance across gate openings, end, stress, and corner panels and cattle guards. The auxiliary fence in the drainage crossings will be measured and paid for by the rod measured along the ground surface next to the completed auxiliary fence. The quantities of single set posts, end, stress, and corner panels, and gates to be paid for will be the actual number of these items furnished, installed, and accepted. Note: Gates and drainage crossings do not include adjacent end, corner panels, or set posts. These are separate items. Panels at minor depressions are not a pay item and the price of this item shall be included in the bid price of other items in this section.

4.02 BASIS OF PAYMENT:

A. Payment: Prices and payment will be full compensation for the work described in this section. Payment will be made under:

Pay Item Pay Unit

MT02834(2) Barbed Wire Fence (4-wire) ………………………..………………Rod MT02834(5) Barbed Wire End Panel ………………………………………….. Each MT02834(6) Barbed Wire Stress Panel ……………………………………..…...Each MT02834(9) Five-Post Barbed Wire Corner Panel …………………. .. …..… Each MT02834(22) Barbed Wire Gate (4-wire) ………………………..…………..……Each MT02834(30) Set Posts ……………………………………………………..………Each

02836 - 1

2022 SOUTH PHILLIPS FENCES Feb. 23, 2022

DIVISION 2 SECTION 02836

SITEWORK FENCE-DRAINAGE CROSSINGS

PART 1: GENERAL

1.01 SUMMARY:

A. Section Includes: Furnishing and installing drainage crossings at the locations shown on the drawings unless staked otherwise.

B. Related Sections:

General Information and Requirements Section 01009 Wire Fences and Gates Section 02834

1.02 PROJECT/SITE CONDITIONS:

A. Requirements: Access roads shall not be constructed along fence lines and to the construction site unless written approval is granted by the Contracting Officer. Cross country travel with wheeled or tracked vehicles shall be only to and along fence lines.

2.01 MATERIALS:

A. Wire Fence Materials: Shall be according to Section 02834 - Wire Fences and Gates and as shown on the drawings.

B. Rail and Post Fence Materials: Wood Fences and Gates and as shown on the drawings. Lumber shall be construction grade, either rough sawn or finished. No wood finish is required.

PART 3: EXECUTION

3.01 PREPARATION:

A. Clearing: If clearing becomes necessary, approval must be obtained from the contracting officer prior to any action. The maximum clearing width is [4] feet on each side of the fence line. Provide minimum disturbance to existing grass and sod.

3.02 INSTALLATION:

A. Type A: Construct drainage crossings as shown on the drawings, with an auxiliary fence of wire, rock weights (deadman), and posts constructed under and independent of the main fence, so that when the crossing washes out, the main fence will not be damaged.

B. Material: Drainage Crossings will be constructed with wood posts.

C. Deadman: A deadman is required when the distance between the bottom wire and the ground exceeds 20 inches. It shall be constructed of 12-1/2 gauge barbless wire bent in two and wound around the four wires in the fence and attached to; full-length steel post. Steel post shall be driven 4 feet underground at a 45-degree angle with 1-1/2 feet extending above ground level. In extreme conditions, as determined by the government official, two steel posts shall be used and shall be positioned opposite one another to form a 90-degree angle between the two posts for maximum

02836 - 2

2022 SOUTH PHILLIPS FENCES Feb. 23, 2022 holding power. A used steel post may be used as a deadman so long as the post is competent and free from any deterioration.

A. Units: The work described in this section, is for the wire and deadmen only, all other features, such as end panels, single set posts and corners are counted and paid for separately.

4.02 BASIS OF PAYMENT:

A. Payment: Prices and payment will be full compensation for the work described in this section.

Payment will be made under:

Pay Item Pay Unit

02836(1) Drainage Crossing……... . . . . . . . . . . . . …………………………………. Rods

02837-1 2022 SOUTH PHILLIPS FENCES Feb. 23, 2022

DIVISION 2 SECTION 02837

SITE WORK FENCE REMOVAL, RELOCATION

PART 1: GENERAL

1.01 WORK INCLUDED:

A. Description: Provide all labor and equipment to remove approximately 1692 rods of 3-4-wire fence.

The fence currently consists of both wood and steel posts.

1.02 PROJECT CONDITIONS:

A. Requirements: Access roads shall not be constructed without the written approval of the Contracting

Officer. Cross-country travel with wheeled or tracked vehicles shall be permitted to and along fence lines.

2.01 MATERIALS: (There are no applicable requirements)

PART 3: REMOVAL

A. Removal of existing fence: Remove existing fences and appurtenances as shown on the drawings.

B. Demolished Fence Materials: All demolished fence material will become the property of the contractor and must be legally disposed of off Federal or State property. All material must be removed before contract is closed out.

A. Units: Fence removal will be measured and paid for by the rod.

4-2 BASIS OF PAYMENT:

A. Payment: Prices and payment will be full compensation for the work described in this section. Payment will be made under:

Pay Item Pay Unit

02837(3) Fence Removal . . . . . . . . . . . . . . . . ……………………………………….. Rod

2021 SOUTH PHILLIPS FENCES Feb. 23, 2022

WORK DATA SHEET

2022 SOUTH PHILLIPS FENCES

SECTION MT02834 - WIRE FENCES AND GATES

DRAWINGS NO. 02834-1 - BARBED WIRE FENCE, 4 WIRES

4 Wire Fence - Steel 4 Wire Fence - Wood Posts Wire Location Set Posts Wire Location Dimension in Inches: Dimensions in Inches:

E 8 inches – top of post E. 14 inches – top of post D: 12 inches –Barbed wire D: 12 inches – Barbed wire C: 6 inches – Barbed wire C: 6 inches – Barbed wire B: 6 inches – Barbed wire B: 6 inches – Barbed wire A: 16 inches – Smooth wire A: 16 inches – Smooth wire

Line post spacing (L) - 16'-6" Length wood posts (H1) - 7'-0" Depth wood posts in ground (h1) - 2’-6”” Length steel posts (H2) - 5'-6" Depth steel posts in ground (h2) - 1'-6" Line posts all steel.

4-Wire type - All barbed except bottom wire is smooth and no wire stays.

DRAWING SHEET NO. 8 of 10, SPECIFICATON NO. 02834-2 Typical BARBED WIRE FENCE, (4-wire)

DRAWING SHEET NO. 10 of 10, SPECIFICATION NO. 02834-22 Type WIRE GATES

Width of wire gates - 16.5’ minimum

DRAWING SHEET NO. 8 of 10, SPECIFICATION NO. 02834-9 - CORNER PANELS Type of post corner panels - 5 post corner panel

2021 SOUTH PHILLIPS FENCES Feb. 23, 2022

CONTRACT ESTIMATED QUANTITIES

ESTIMATED QUANTITIES

2022 SOUTH PHILLIPS FENCES Totals

Barbed Wire Fence (4- Wire) 1788 rods Barbed Wire End Panel 21 each Barbed Wire Stress Panel 13 each Five-Post Corner Panel 23 each Barbed Wire Gate 13 each Drainage Crossing 0 rods Single Set Post 58 each Fence Removal 1692 rods Cattle Guard Wings 2 each

SECTION 01019 - GOVERNMENT-FURNISHED PROPERTY

Specification Materials Section Description Quantity Unit

02834 Gate Closure Device 13 Each