2. Statement of Work.pdf
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- Attached to
- GAOA SOUTH ZONE FENCE REPLACEMENT Federal contract opportunity
- Solicitation number
- 1240LT26Q0016
- Issued by
- Department of Agriculture Forest Service
About this file
This is a Statement of Work and specifications document for the GAOA South Zone Fence Replacement project on the Manti La Sal National Forest in Utah, effective through January 20, 2026.
The contract requires removing and replacing barbed wire and wooden post-and-rail fences across multiple campgrounds and lakes in the southern portion of the forest near Moab and Monticello. Mandatory work includes full rebuilds at nine locations: Warner (5,528 ft wooden fence and 3,516 ft wire conversion), Mason (3,465 ft wire), Oowah (8,000 ft wire), Buckeye (8,498 ft post-and-rail, including replacement of 40-50% of large tapered posts), Buckboard (5,631 ft wire conversion), Devils (710 ft wood and 9,392 ft wire), Nizhoni (2,735 ft wood and 200 ft wire repair), Porcupine Rim (3,740 ft new wire construction), and Monticello Lake (7,853 ft wire). Five optional items are available for Pack Creek, Gooseberry, Indian Creek, Orange Olsen, and Potters Pond locations. The project begins May 1, 2026, with a 360-calendar-day completion deadline. Heavy equipment is limited to skid-steers, mini-track loaders, and compact tractors; all demolition materials must be removed from Forest Service land. Contractors must pressure-wash equipment before entry, provide portable toilet facilities if necessary, and are responsible for public access control during construction. The specifications require pressure-treated Lodgepole Pine posts with copper naphthenate treatment, galvanized steel barbed wire per ASTM A121, H-brace systems with one-year warranty, and proper wire fastening using staples and clips per standard specifications (Section 323150 for post-and-pole fence and Section 323160 for barbed wire fence and gates).
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Text version
Section C - Description/Specifications/Statement of Work
GENERAL SPECIFICATIONS
GAOA South Zone Fence Replacement
Final – 1/20/2026
1.1 SCOPE OF CONTRACT
This contract is comprised of removing and replacing multiple barbed wire and wooden post and rail fences at campgrounds and lakes on the Manti La Sal Nation Forest. Heavy equipment limited to Skid-steers, mini-track Loaders and sub-compact and compact tractors may be used at these sites unless otherwise noted. All demolition materials—old t-posts, barbed wire, wire, wooden rails, nuts and bolts, etc—must be taken off Forest Service land and disposed of by contractor. Construction at each site must be complete before moving to the next location.
Warner - FULL REBUILD with all new materials of wooden rail fence (5528 ft Wood)
PARTIAL REBUILD OF WIRE: convert all barbed wire (rebuilt 2023) into let down fence, can use existing t-posts and wire (3516 ft Wire) Heavily vegetated with trees and shrubs and downed aspens, one boggy section, mostly flat
Mason - FULL REBUILD with all new materials. (3465 ft Wire) Heavy aspen dead fall and dead standing aspen in scrub oak, several sections where heavy equipment may not be able to operate
Oowah - FULL BEBUILD with all new materials (8000 ft Wire) There is no section of Oowah Lake fence that heavy equipment can access
Buckeye - FULL REBUILD: Rebuild Post and Rail fence Nearly all accessible and relatively flat. (8498 ft Wood Fence)
Note on Buckeye, there is normal post and rail fence, then there is a larger “Great Wall of Buckeye” that are 8-10” tapered posts inserted in the ground about 30-40” apart to prevent OHV/ATV incursions. “Great Wall of Buckeye” contractor shall replace rotten and broken posts. Roughly 40-50% of posts.
Buckboard - FULL REBUILD with all new materials (Convert to wire) (5631 ft Wire)
Certain portions of fence area are too steep and rugged for heavy equipment, mostly on NW, W, SW, and S sections of fence line
Devils - FULL REBUILD with all new materials (710 ft Wood) and (9392 ft Wire) Certain portions of fence area are too steep and rugged for heavy equipment— Wooden Fence just off road, flat with heavy vegetation including mature trees
Nizhoni - FULL BEBUILD of Wooden rail fence with all new materials. (2735ft Wood) Repair where needed wire fence. Was rebuilt in 2021. (Roughly 200ft Wire)
Wooden fence line accessible fully, flat all around
Porcupine Rim - NEW CONSTRUCTION of wire (3740 ft) There are 2 sections where heavy equipment cannot reach
Monticello Lake – FULL REBUILD of wire fence (7853 ft)
Certain portions of the fenced area are too steep and rugged for heavy equipment
Option Items
Pack Creek - FULL REBUILD (7705 ft Wire.)
can reuse newer t-posts, Rebuild Creek Crossings x3 There are many sections that are not accessible to machinery
Gooseberry - FULL REBUILD of wire fence (8213 ft)
Heavy tree growth, downed trees, nearly all flat with a marsh like area in one section
Indian Creek – FULL REBUILD of wood fence (5808 ft)
Orange Olsen – FULL REBUILD of wire fence (3168 ft)
Potters Pond – FULL REBUILD of wood fence (2290 ft)
Mammoth – FULL REBUILD of wood fence (2946 ft)
1.2 PROJECT LOCATION
A. This Project is located near the towns of Moab and Monticello Utah throughout the Southern Portion of the Manti La Sal National Forest. Option Items are located on the Northern portion of the Manti La Sal National Forest near Price and Ephraim Utah.
1.3 SITE INFORMATION AND LIMITATIONS
A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:
1. Construction sites will be open to the public during construction. The Forest Service will issue a notice to the public. The Contractor will be responsible for signing and limiting public access.
2. All construction equipment shall be pressure washed before entering National Forest System lands. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brush guard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations.
3. No water is available at the site for construction purposes. No utilities are available at the site for construction purposes.
4. Toilet facilities are not available at the Site. The Contractor shall provide temporary toilet facilities (porta-potty) at the site during all construction work if necessary.
1.4 WORK CAMPS, STAGING AND STORAGE AREAS
A. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage work trailers.
B. Overnight camping will be allowed on site.
1.5 INSPECTION OF WORKSITE
A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.
1.6 GOVERNMENT FURNISHED PROPERTY
A. None
1.7 START DATE
A. May 1, 2026
1.8 CONTRACT TIME
A. 360 Calendar Days
1.9 SPECIFICATIONS
1. 323150_post_and_pole_fence
2. 323160_barbed_wire_fence_and_gates
USDA FOREST SERVICE, R-4
GAOA South Zone Fence Replacement
SECTION 323150 – POST AND POLE FENCE
PART 2 - GENERAL
2.1 SUMMARY
A. The Contractor shall construct a post and pole fence in accordance with these specifications and the location as shown on the drawing and as staked by the Contracting Officer Representative.
PART 3 - PRODUCTS
3.1 POSTS
A. Posts shall be sound, peeled, treated, Lodgepole Pine, free from rot, disease, or insects.
Posts shall have a 6-inch minimum tip diameter. Posts which are set in the ground, or concrete footings, shall have at least 3 feet of the largest end of the post treated with a wood preservative to protect it from insects and decay.
B. Lumber preservatives and treatment methods shall meet the requirements of AASHTO M133.
C. All lumber shall be pressure treated using the "Empty Cell Process" as required by the American Wood Preservers Association (AWPA), with a copper naphthenate solution.
The copper naphthenate solution shall contain not less than 6% or more than 8% copper in the form of copper naphthenate, in petroleum oil, AWPA P9, conforming to AWPA P8 and AWPA C1 for oil-borne preservatives.
D. The minimum amounts of preservative treatment retained and the amount of penetration required for the Species Indicated on the Drawings, shall be the minimum values that are shown in AWPA C2. Methods of determining the amount of penetration and retention shall conform to AWPA C1, and AWPA C2. The amount of retention shall be determined by the assay method for timber with soil contact. Test results shall be forwarded to the Contracting Officer with the "Certificate of Inspection of Treatment."
E. Before any lumber is placed in the work, the Contractor shall furnish to the Contracting Officer a "Certificate Confirming Compliance for Retention and Penetration", issued by an approved inspection agency, testing laboratory or treating plant, for each charge, in each shipment.
3.2 POLES
A. Poles shall be sound Lodgepole Pine, free from rot, disease, or insects. Poles shall have a 3 inch minimum tip diameter and a 12-foot minimum length. Poles shall be peeled and trimmed smooth of limbs and snags.
3.3 BOLTS
A. Bolts shall be 3/8" diameter of the length required.
PART 4 - EXECUTION
4.1 CLEARING
A. All trees, brush and other obstacles which interfere with proper construction of the fence shall be removed in advance.
4.2 GENERAL
A. Grading along the fence line is not required. In general, the fence shall be erected on the undisturbed, natural ground. The style of fence construction including the post spacing and pole attachment method shall be as shown on the Fencing Diagrams.
4.3 POST SETTING
A. Post holes not larger than 16 inch diameter shall be excavated to a depth of 30 inches.
Backfill shall be hand tamped around the posts so as to make the post solid and plumb.
Any loose posts shall be removed and reinstalled.
4.4 POST INSTALLATION
A. Poles shall be beveled and bolted to the post as done with the existing fence. The completed fence shall be neat and uniform in appearance and solidly installed.
4.5 STAINING
A. The fence shall be stained, when called for on the drawings, with one coat of Olympic Stain (or an approved equal). The Contractor shall submit color chips for color selection.
4.6 CLEANUP
A. When the fence has been installed, complete, the general area shall be cleaned up to present a finished appearance. All waste materials will be taken off site and disposed of by the Contractor off of Forest Service land.
END OF SECTION
February 2026
USDA FOREST SERVICE, R-4
GAOA South Zone Fence Replacement
SECTION 323160 – BARBED WIRE FENCE AND GATES
PART 5 - GENERAL
5.1 SUMMARY
A. This item shall consist of furnishing and erecting wire fences and gates of the type required in accordance with these specifications and details shown on the drawings, at the locations designated in reasonably close conformity with the lines shown on the drawings or established on the ground.
5.2 REFERENCE SPECIFICATIONS
A. The publications listed below form a part of this specification to the extent reference. The publications are referred to in the text by the basic designation only.
1. ASTM A121 Standard Specification for Zinc-Coated (Galvanized) Steel Barbed Wire.
5.3 SUBMITTALS
A. Preservative retention test results shall be forwarded to the Contracting Officer with the "Certificate of Inspection of Treatment."
5.4 MEASUREMENT AND PAYMENT
A. Payment for wire fence will be measured by lump sum for completed, in place and accepted.
PART 6 - PRODUCTS
6.1 POSTS, BRACES AND STAYS
A. Steel Posts shall be 6 feet long T-posts conforming to AAHSTO M 281, 1.25 pounds per foot minimum, factory painted, with anchor plate.
B. Wood posts, braces and stays shall be of the types below.
1. Peeled and pressure treated (non-CCA) Southern Yellow, Lodge Pole, or Ponderosa pine and Douglas Fir or Western Larch, conforming to the requirements of AASHTO M 168-84. They shall be no.2 or better structural grade when graded in accordance with current rules of either the west coast lumber inspection bureau or western wood products association.
a. Pressure treatment:
1) "Empty Cell Process" as required by the American Wood Preservers Association (AWPA), with a copper naphthenate solution.
a) The copper naphthenate solution shall contain not less than 6% or more than 8% copper in the form of copper naphthenate, in petroleum oil, AWPA P9, conforming to AWPA P8 and AWPA C1 for oil-borne preservatives.
2) The minimum amounts of preservative treatment retained and the amount of penetration required shall be the minimum values that are shown in AWPA C2.
a) Methods of determining the amount of penetration and retention shall conform to AWPA C1, and AWPA C2. The amount of retention shall be determined by the assay method for timber with soil contact.
2. Peeled Juniper, Cedar, or Cypress.
3. Braces and wood stays shall be of the same material used for posts.
4. Wood stays shall be minimum 2 inch diameter, maximum 3 inch diameter and 4’ in length
C. Wire stays shall be no. 9 twisted wire manufactured wire stays.
D. H-braces where needed and required for corners, inline stress, elevation change, gates, trail crossings, let down fence needs, etc. Prefer Metal H-brace systems such as Bar None Fence systems (see attached), Easy Fence LLC, Pasture Management, or approved equal.
Approved equal includes at least 12.5 gauge wire, no extra hardware, the brace not leaning, posts are fire resistant, and dipped in green enamel. H-Brace materials shall be backed by a one year full warranty.
6.2 WIRE
A. Barbed wire shall be 2 strands of 12.5 gauge zinc-coated wire wrapped around each other with W-point, 14 gauge barbs spaced not more than 5 inches apart conforming to AAHTO M 280.
B. Smooth wire shall be 12.5 gauge zinc-coated wire.
C. 4-strand ‘wildlife’ fence with smooth on top and bottom with barbed as 2nd and 3rd strands. 16” gap from ground to bottom smooth strand. 10” gap from each wire strand above smooth bottom strand
6.3 STAPLES
A. Staples shall be 9 gauge or heavier and have a minimum length of 1-1/2 inches.
6.4 WIRE CLIPS
A. Wire clips shall be 12-1/2 gauge galvanized steel wire fasteners.
6.5 SPIKES
A. Spikes shall be 60d zinc-coated, steel-wire nails.
6.6 OBJECT MARKERS
A. Type 2 object markers (6" x 12") shall be installed on a galvanized steel plate.
B. Type 3 object markers shall be constructed on a fiberglass substrate and shall be black and yellow, double sided, reflectorized. A "Flex Lite" flexible marker may be substituted.
C. Object markers shall meet the requirements of the current manual on uniform traffic control devices (MUTCD) and are incidental to gate construction.
PART 7 - EXECUTION
7.1 CLEARING
A. All trees, brush, and other obstacles which interfere with proper construction of the fence shall be removed in advance. Material so removed shall be removed at ground level with minimum disturbance to soil surface to protect aesthetics and prevent erosion. Slash from clearing the fence line will be scattered away from the fence line.
7.2 GENERAL
A. Grading along the fence line is not required. In general, the fence shall be erected on the undisturbed, natural ground. Fence wires shall not be attached to trees. Fences shall be reasonably straight and shall not deviate more than 12 inches between corner, gate or line brace assembly.
B. Install fencing as staked in field by Contracting Officers Representative.
C. When a fence line approaches a ditch, gully, or depression, the last post on level ground shall be placed close enough to the edge of the drop-off that the wire may be strung to a post in the depression without touching the ground.
D. When the depth of a depression on a fence exceeds the total vertical wire spacing over a maximum horizontal run of 2 spaces, an extra fence shall be constructed through the depression or sag bracing installed.
7.3 POSTS
A. Space interval between posts shall be 15 feet, landscape dependent.
B. Posts shall be steel post with every sixth post being a wood post.
1. 3" minimum diameter wood posts may be substituted for metal posts with approval of the Contracting Officer. Post spacing shall be the same for wood and steel.
C. All wood posts (corner braces and line braces) shall be set solidly in soil to depths shown on drawings.
D. All steel posts (line posts) shall be driven 2’ into the ground, with the top of the anchor plate embedded 4 inches minimum.
E. 3 Stays shall be placed evenly between two steel posts.
7.4 BRACES
A. Corner braces will be located at every change in fence line direction.
B. Line braces shall reinforce fence line structure and anchor long wire stretches which shall not exceed distances shown in tables on drawings. Braces shall be placed at abrupt changes in vertical topography (15 degrees or more change in elevation).
C. Line braces shall also be located at both sides of all gates.
D. Bracing shall be dapped 1" into posts.
E. Tension wires shall be mortised into posts, stapled, and twisted tight, leave tensioning sticks installed.
F. Prefer Metal H-brace systems such as Bar None Fence systems, Easy Fence LLC, Pasture Management, or approved equal. Approved equal includes at least 12.5 gauge wire, no extra hardware, the brace not leaning, posts are fire resistant, and dipped in green enamel.
H-Brace materials shall be backed by a one year full warranty.
7.5 WIRE
A. Wire shall never be kinked or nicked and shall be pulled tight with due consideration for contraction and expansion.
B. Wire spacing shall be as shown on the drawings. The wire shall be attached to the side of the post where the greatest pressure from cattle exists.
C. All line wires shall be dead ended on gate, corner, angle, and line brace posts. The ends are to be wrapped twice around the post, stapled securely, and twisted back on the stretched wire six times.
D. Wire splices shall be wrapped six times. The wraps shall be adjacent to each other to form neat, tight wraps.
7.6 WIRE FASTENERS
A. Barbed wire shall have one staple per wire per post and two staples per wire per post in sag sections. Staples shall be driven into wooden posts as shown on the drawings angled somewhat to cross the grain.
B. Staples shall be driven into brace posts so that wire will not move.
C. Wire shall be stapled and wired to wood stays. Staples shall be driven into stays so that wire will move.
D. Wire clips shall be used to attach each wire to the steel posts.
7.7 GATES
A. Gates shall be 12 feet wide in length.
B. Gates shall have the same wire spacing as the fence.
C. Smooth wire shall be used for loops.
D. Object markers shall be installed on front and back sides of posts so visible from both directions of approach as shown on the drawings. Type 3 markers shall be secured to the gate as shown with galvanized smooth wire.
END OF SECTION 02822
February 2026
| Section C - Description/Specifications/Statement of Work |
| 1. Construction sites will be open to the public during construction. The Forest Service will issue a notice to the public. The Contractor will be responsible for signing and limiting public access. |
| 2. All construction equipment shall be pressure washed before entering National Forest System lands. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps... |
| 3. No water is available at the site for construction purposes. No utilities are available at the site for construction purposes. |
| 4. Toilet facilities are not available at the Site. The Contractor shall provide temporary toilet facilities (porta-potty) at the site during all construction work if necessary. |
| 1. ASTM A121 Standard Specification for Zinc-Coated (Galvanized) Steel Barbed Wire. |
| 1. Peeled and pressure treated (non-CCA) Southern Yellow, Lodge Pole, or Ponderosa pine and Douglas Fir or Western Larch, conforming to the requirements of AASHTO M 168-84. They shall be no.2 or better structural grade when graded in accordance with ... |
| 2. Peeled Juniper, Cedar, or Cypress. |
| 3. Braces and wood stays shall be of the same material used for posts. |
| 4. Wood stays shall be minimum 2 inch diameter, maximum 3 inch diameter and 4’ in length |
| 1. 3" minimum diameter wood posts may be substituted for metal posts with approval of the Contracting Officer. Post spacing shall be the same for wood and steel. |
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