(OCH) NR Crazy Creek Suppression Repair-Fencing_R6_1.pdf
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- Attached to
- Crazy Creek Fence Construction
- Solicitation number
- 12363N25Q4114
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Request for Proposal (RFP) for fence repair and reconstruction in the Ochoco National Forest, located in Crook, Wheeler, and Grant Counties, Oregon. The project involves removing and disposing of damaged fence and constructing approximately 30 miles of 3-wire fence and 44 miles of 4-wire fence, as well as maintaining approximately 6 miles of 3-wire fence and 9 miles of 4-wire fence. The contract is divided into three priority levels, with an estimated period of performance from August 15, 2025, to October 31, 2026.
The solicitation requires contractors to provide all materials, including steel pipe H-braces, metal T-posts, wire, and other fencing components, and to clear a four-foot corridor on each side of the fence line. The estimated contract value is between $1,000,000 and $5,000,000, with a firm-fixed-price structure. Quotes are due by July 30, 2025, at 10:00 AM Mountain Time, and must be submitted electronically. The USDA Forest Service will evaluate proposals based on technical approach and relevant past performance, with award going to the offeror providing the most advantageous proposal to the government.
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SOLICITATION, OFFER,
AND AWARD
2. TYPE OF SOLICITATION
6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.
7. ISSUED BY CODE 8. ADDRESS OFFER TO
SOLICITATION
(Construction, Alteration, or Repair)
1. SOLICITATION NO. 3. DATE ISSUED
IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.
9.
INFORMATION
a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."
CALL:
FOR
SEALED BID (IFB)
NEGOTIATED (RFP)
1149942
USDA-FS STEWARDSHIP CONTRACTING BR
1400 INDEPENDENCE AVE SW
MS-1138
WASHINGTON DC 20250-1138
363N
Bid Bond is acceptable for proposals valued at $150,000 and greater.
JAMES KAMINSKI 573-453-8424
06/30/2025
12363N25Q4114
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)
Bid Bond is required for proposals over $150,000
(OCH) NR Crazy Creek Suppression Repair-Fencing
Ochoco National Forest, Paulina Ranger District
Crook, Wheeler, Grant Counties, OR
36.204 Disclosure of the magnitude of construction projects.
Advance notices and solicitations shall state the magnitude of the requirement in terms of physical characteristics and estimated price range. In no event shall the statement of magnitude disclose the Governments estimate. Therefore, the estimated price should be described in terms of one of the following price ranges:
(f)Between $1,000,000 and $5,000,000.
Estimated Period of Performance - August 15, 2025 to October 31, 2026
11. The Contractor shall begin performance within
12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)
13. ADDITIONAL SOLICITATION REQUIREMENTS:
a. Sealed offers in original and is not required.is, b. An offer guarantee
c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
d. Offers providing less than
12b. CALENDAR DAYSYES NO
(If "YES", indicate within how many calendar days after award in Item 12b.)
0 0 calendar days and complete it within ________________ ________________ calendar days after receiving
POP In solicitation
07/30/2025
NSN 7540-01-155-3212
x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________
STANDARD FORM 1442 (Rev. 8/2014)
Prescribed by GSA
FAR(48 CFR) 53.236-1(d)
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17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)
16. REMITTANCE ADDRESS (Include only if different than item 14.)
CODE FACILITY CODE
AMOUNTS
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGEMENT OF AMENDMENTS
OFFER (Must be fully completed by offeror)
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE.
20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN
(4 copies unless otherwise specified)
ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
(Contractor is required to sign this document and return (Contractor is not required to sign this document.)
Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.
No further contractual document is necessary.
30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)
30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE
BY
USDA-FS STEWARDSHIP CONTRACTING BR
1400 INDEPENDENCE AVE SW
MS-1138
WASHINGTON DC 20250-1138
363N
28. NEGOTIATED AGREEMENT 29. AWARD
Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.
copies to issuing office.)
10 U.S.C. 2304(c) 41 U.S.C. 3304(a)
STANDARD FORM 1442 (REV. 8/2014) BACK
Continued...
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ITEM NO.
(A)
SUPPLIES/SERVICES
(B)
QUANTITY
(C)
UNIT
(D)
UNIT PRICE
(E)
AMOUNT
(F)
NAME OF OFFEROR OR CONTRACTOR
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED
12363N25Q4114
ALL QUOTES SHALL BE EMAILED TO:
CHAD.BULLOCK@USDA.GOV; JAMES.KAMINSKI@USDA.GOV:
B1_OFFE.pvwvpndi0hpchkrs@u.box.com on or BEFORE
July 30, 2025, 10:00 AM MOUNTIAN TIME.
Since all documents will be submitted to me electronically. Follow this naming convention for your attachments and keep the subject line the same or just reply all to this email.
25Q4114-R6Fence-VendorName-Quote AND
25Q4114-R6Fence-VendorName-Technical.
Be sure to fill out all required documentation.
Required to be filled in below:
Company Name:___________________________________
POC Name:_______________________________________
Phone number:___________________________________
Email:__________________________________________
BPA/IDIQ/MATOC Contract #_______________________
UEI SAM #______________________________________
Contractual POC: Chad A.T. Bullock Contracting
Officer, chad.bullock@usda.gov 385-368-5300
Contractual Technical: James Kaminski APSO, james.kaminski@usda.gov 573-453-8424
Delivery Location Code: 04N0
OCHOCO NATIONAL FOREST
3160 NE THIRD ST
PRINEVILLE OR 97754 US
Mark For:
USDA-FS STEWARDSHIP CONTRACTING BR
1400 INDEPENDENCE AVE SW
MS-1138
WASHINGTON DC 20250-1138
Period of Performance: 06/15/2025 to 10/31/2026
0001 Base item suppression repair/reconstruction of damaged and burned fence.
Period of Performance: 06/09/2025 to 10/31/2026
The "Submit Invoice-to" address for USDA orders is the Department of Treasury's Invoice
Processing Platform (IPP), https://www.ipp.gov.
Continued ...
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
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ITEM NO.
(A)
SUPPLIES/SERVICES
(B)
QUANTITY
(C)
UNIT
(D)
UNIT PRICE
(E)
AMOUNT
(F)
NAME OF OFFEROR OR CONTRACTOR
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED
12363N25Q4114
If the contractor lacks an IPP account, USDA will automatically initiate the enrollment process with Treasury using the contractor's SAM.gov
Accounts Receivable POC as the IPP account holder. Once the enrollment process is complete, the IPP account holder will receive notification and can being invoicing. More information about
IPP can be found at: https://www.ipp.gov
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
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B- 1 - SCHEDULE OF ITEMS
Priority One
ITEM
NO.
DESCRIPTION
PAY
UNIT
EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
002a
002c
002d
004a
004b
Mobilization
Fence Construction, 3 Wire
Fence Construction, 4 Wire
Fence Construction, 4 Wire (Let Down Fence)
Braces (line or corner), Pipe
Braces (line or corner), Rock Jack or Crib
Wire Gate Installation
Tree Falling (Greater than 6” DBH)
Lump Sum
LF
LF
LF
EA
EA
EA
EA
ALL
33,870
41,324
Total
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Priority Two
NO.
DESCRIPTION PAY
UNIT
EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
002a
002c
004a
004b
Mobilization
Fence Construction, 3 Wire
Fence Construction, 4 Wire
Braces (line or corner), Pipe
Braces (line or corner), Rock Jack or Crib
Wire Gate Installation
Tree Falling (Greater than 6” DBH)
Lump Sum
LF
LF
EA
EA
EA
EA
ALL
29,112
54,499
Total
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Priority Three
NO.
DESCRIPTION PAY
UNIT
EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
002a
002b
002c
002d
004a
004b
Mobilization
Fence Construction, 3 Wire
Fence Construction, 3 Wire (Let Down Fence)
Fence Construction, 4 Wire
Fence Construction, 4 Wire (Let Down Fence)
Pipe - Line Braces/ Corners Braces
Rock Jack or Crib Corner Braces
Wire Gate Installation
Tree Falling (Greater than 6” DBH)
Lump Sum
LF
LF
LF
LF
EA
EA
EA
EA
ALL
31,321
7,206
18,484
12,276
Total
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 7 of 79
Option 1-Priority 2 (BAR)
NO.
DESCRIPTION PAY
UNIT
EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
002a
002b
002c
002d
003a
003b
004a
004b
Mobilization
Fence Construction, 3 Wire
Fence Construction, 3 Wire (Let Down Fence)
Fence Construction, 4 Wire
Fence Construction, 4 Wire (Let Down Fence)
Fence Maintenance, 3 Wire
Fence Maintenance, 4 wire
Pipe - Line Braces/ Corners Braces
Rock Jack or Crib Corner Braces
Wire Gate Installation
Tree Falling (Greater than 6” DBH)
Lump Sum
LF
LF
LF
LF
LF
LF
EA
EA
EA
EA
ALL
79,244
15,351
16,970
57,147
30,626
43,642
Total
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 8 of 79
(OCH) NR Crazy Creek Suppression Repair-Fencing
Statement of Work
Section C - Description/Specifications/Statement of Work – Mapping
*Mobilization for Optional Items - The optional mobilization line item will only be exercised if the contractor must de-mobilize prior to additional optional items are awarded.
LS – Lump Sum Additional Terms:
a) Quoters must submit prices for all Items in the Schedule of Items above.
b) Disclosure of the Magnitude of Construction Projects:
(F) Between $1,000,000.00 and $5,000,000.00
c) Mobilization does not include on-site construction activities including the movement of personnel, materials, or equipment within the project site.
d) Payment for bond premiums in accordance with (IAW) Federal Acquisition Regulation ((FAR) 48 CFR Chapter 1) Clause 52.232-5 Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under Mobilization.
e) Payment will be made only for those Items listed on the Schedule of Items above.
SCOPE:
This project consists of two parts: 1) the removal and disposal of old, damaged fence and subsequent construction of new fence – approximately 30 miles of 3 wire fence and 44 miles of 4 wire fence. 2) The maintenance of damaged fence back to functional condition – approximately 6 miles of 3 wire fence and 9 miles of 4 wire fence. The fence line right-of-way (ROW) corridor (four feet of either side of fence lines – eight feet total) needs to be cleared by the contractor before fence construction begins. Standing dead trees will need to be felled to reduce risk to fence line. Work consists of falling all standing dead 6” DBH and less for distance of 20’ from centerline of fence each side. Standing dead larger then 6” DBH will be identified by government and paid per each. Fence material will be provided by the contractor. The fence will be built to Forest Service specifications (See Section C.4 Technical Specifications and attachments in Section J). The contractor will be responsible for transporting all the necessary material to the project site. The contractor will be responsible for disposing of all leftover pieces of metal, flagging, other construction debris and associated garbage.
Fence Material and Construction Specifications
PART 1: GENERAL
SUMMARY
A. Section Includes: Installing wire fences with Contractor furnished materials.
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PART 2: PRODUCTS
2.1 CONTRACTOR FURNISHED MATERIALS
A. Steel Pipe H-braces o Post pipe will be 2-3/8” O.D. schedule 40 steel pipe with metal cap covers.
o Brace pipe will be 1-1/4” O.D. schedule 40 steel pipe.
o Steel pipe for braces and posts will be schedule 40, 7’ to 8’ length depending on the terrain and slope.
o Steel post pipe needs to be in the ground 3’ with a minimum of 46” above ground.
o Spacing between brace posts for the H-brace will be 7’ to 8’ depending on the soil.
o Whenever possible H-braces will be welded together but brace clamps can be used when welding is not possible.
B. Alternate Fence Brace Structures (Metal Construction -Refer to fence drawings) o Rock Crib o Rock Jack
C. Metal T-posts o Heavy-duty t-posts (1.33 LB) will be installed every 16’-6” on fence line.
o A minimum 5 1/2’ post will be used.
D. Inline Metal Pipe o Inline metal pipe will be used every 10th t-post or 160’.
o Inline metal pipe can be either 2 3/8” 2 7/8” diameter pipe.
o Metal or wood stays are not needed if using metal inline pipes.
E. Wire o Smooth wire will be 12.5 gauge, two stranded, galvanized steel o Barbed wire will be two pt. barbed, 12.5 gauge, two stranded, galvanized steel
F. Wood Fence Stays o 48-inch length, tamarack, split, maximum width at the widest part of the stay will be 4-inch, minimum width at the widest part of the stay shall be 2 inch.
o Install a stay between each metal line post.
G. Fence Anchors and Drainage Crossings o Where determined to be necessary, fence anchors will be installed on the fence line when crossing drainages, dips, or swells to anchor line posts to eliminate lifting of line posts and fence line. See drawings for drainage crossing requirements.
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PART 3: EXECUTION
3.1 PREPARATION
A. Clearing fence line corridor
• Minimum clearing (fence right of way) width is 4 feet on each side of the fence line. All live woody vegetation greater than 24 inches in height is to be removed, except any live tree 8 inches or greater at DBH will stay. Small diameter brush does not need to be cleared. Large diameter bushes containing stems greater than 1-inch basal diameter shall be cleared. All dead standing trees that are within 4 feet of the fence centerline (fence line corridor) shall be removed. Stumps shall be cut no higher than 12 inches above the ground. Slash created by clearing fence line will be scattered outside of the fence line corridor, and not in any ditch or roadway. Limited additional clearing may also be necessary as the fence is constructed to meet clearing specifications, as approved by the CO. This work is incidental to fence construction.
• Minimum clearing width for dead standing trees less than 6” DBH (4.5 feet above ground) is 20 feet on each side of the fence line right of way. This work is incidental to fence construction.
• Dead standing trees larger then 6” DBH to be cut will be designated by the Forest Service and paid per each.
• Provide minimal disturbance to existing grass and sod. Dispose of all debris by scattering it to either side of the 8 feet clearance zone.
• All dead down trees that are within the fence line corridor shall be dragged away from the fence line ROW. Down trees greater than 20 inches may be left on the outside of the center of the fence line.
B. Existing Fence Removal: In the locations of full fence removal and reconstruction is outlined in this contract, the existing fence and associated materials shall be removed except usable steel t posts or other materials requested by the CO. In the locations of fence maintenance outlined in this contract, any replaced materials shall be removed. Usable t-posts will be removed and stockpiled at a government facility designated by the CO within 20 miles of worksite. Metal wire and staples will be removed and hauled offsite by the contractor and disposed of in accordance with all local, state and federal requirements. Any untreated wood posts or trees used as part of existing fence can be left on site to degrade naturally. Questions related to removal or leaving should be directed to the CO.
3.2 CONSTRUCTION
A. General: Drive steel posts to the minimum depth to secure. Fenceline shall be straight between corners or end-points. Any change in direction shall only occur at a corner as depicted on the supplied drawings.
Obstacles that interfere with construction of a straight fence shall be removed if possible. If not possible to remove an obstacle, additional corners shall be added at each directional change in order to navigate the fence around the obstacle.
B. Steel T-posts: Install new T-posts as described: Wire Fences and Gates. Drive Steel Tposts into ground. If Steel T-post is located in a place where rock prevents driving into the ground due to rock, remove anchor plate and drill holes into rock slightly smaller than the diameter of the Steel T-post at a minimum depth of 18 inches. Drive Steel T-post into the newly drilled hole in rock. Steel T-post shall remain straight and plumb after being driven into ground or into holes drilled into rock. If the Steel T-post is bent or not plumb after
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 11 of 79 installation, the hole shall be re-drilled and a new, straight Steel T-post shall be installed. The Contractor shall incur all costs for new replacement Steel T-posts rendered unusable (bent, re-straightened, misshapen, or recycled) during installation. All Steel Tposts used in all fence segments shall be newly purchased Steel T-posts.
C. Post End Panel (Stress Panel), Brace, Post Corner Panel, Metal Caps, and Assemblies: Unless otherwise specified by the Government, post end panels, braces, and post corner panels shall be constructed utilizing the specifications described on “Stress Panels (Steel Pipe)”, “Corner Panels (Steel Pipe)”, and “Stress Panel Fence & Gate” drawings. Construct post end panels on crests of hills, and at a maximum of 1,320 feet center to center for barbed wire fence segments. Metal Steel Caps shall be installed on the top of every Steel Pipe Post. Wood fence Stays shall be installed in accordance with the drawings. Should a corner be placed in an area with rock, holes of such a size to securely anchor the pipe will be drilled into the rock, and the pipe will be inserted into the drilled hole. Braces will be placed at the top and bottom of all abrupt breaks in slopes.
Braces will also be used to anchor both sides of gates, stream crossings, fence corners and fence end points.
D. Wire: Shall be tightly and uniformly stretched on one side of the fence and securely attached to steel T-posts with standard wire clips. Wire is 12.5 gauge, class 1 wire. Wire shall be tensioned in accordance with manufacturer’s specifications. Terminate wire at each post end panel, gate post, post corner panel, or stress panel. Wrap wire around the post at least two times and tie off by wrapping around the incoming wire a minimum of four times. All wire used on the fence shall be new wire.
E. Wire Splicing: Wire will be tightened adequately to set the wire twists and remove factory kinks. It is, however, important to refrain from stretching the wire excessively. Excessive tension will weaken the barbed wire by removing the capacity for it to stretch. Location of stretch points will be determined by topography and the availability of tietrees. Splices in the wire shall be made by wrapping the ends of the wire back around the wire three times, thereby forming an eye at the end of the wire. The other wire end is then placed through the eye and wrapped back around itself at least three times. All wraps shall lie directly adjacent to each other, thus forming neat, tight wraps.
F. Standard wire spacing is measured from the ground up. Three wire fences will be 18”- 28”-42”, four wire fences will be 18”-24”-30”-42”. The top wires will be barbed, and bottom wire will be smooth.
G. Rock Cribs: Circular cribs can be constructed with t-posts with woven wire and must be at least 42” in diameter. Square cribs can be constructed of angle iron or stronger metal materials with woven wire and must be at least 40” x 40.”
H. Rock Jacks: Shall be constructed with metal pipe, with a minimum diameter of 2 inches and brace pieces at least 7 feet long. Rock Jacks used for corners and end panels will be paid under pay item 004b. Rock jacks used for fence line post are at the discretion of the contractor and will be incidental to the fence line construction.
I. Steel Pipe H-braces: Use 7-8 ft post pipe depending on the terrain and slope. Posts need to be in the ground 3 ft with a minimum of 46” above the ground. Spacing between posts in the H-brace shall be 8 ft with a 1 ft variance on either side depending on the soil. Uprights for braces shall be 2 3/8” diameter metal pipe. Cross bracing can be 1 ¼ - 2 3/8” depending on contractor preference. Steel Pipe H-braces shall be welded but can be drilled and clamped if welding cannot be achieved.
J. Gates: Installed according to the drawings, and as recommended by the manufacturer when applicable.
End Panels associated with gates will be paid for under pay items 004a or 004b.
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 12 of 79
K. Trees: As these fences are within fire permitters there will not be many trees to use in fence lines. Live trees may only be used, and only if the fence runs through a live patch. Solid live trees over 8 inches DBH may be used in place of posts, provided they are located not over 2 feet out of line. Tree branches shall be removed completely around the fence, to a height of 8 feet. A scab shall be securely nailed, with 6" helix nails to the tree at three points: top, center, and bottom.
L. Figure-4s: If figure-4s are use they must be constructed with 4-foot t-post or longer.
PART 4: MEASUREMENT AND PAYMENT
4.1 METHOD OF MEASUREMENT
A. Units: The work described in this section will be measured and paid for by the linear feet as measured along the ground surface next to the completed fence, including the distance across gate openings, post end panels, post corner panels, stress panels, and stress panel drainage crossings. The quantities of post end panels, post corner panels, stress panels, gates, and stress panel drainage crossings will be paid for by the actual number of those items installed each.
4.2 BASIS OF PAYMENT
A. Payment: The basis of payment for this section will be per the schedule of pay items.
Pay Item Pay Unit
001 Mobilization LS 002A Fence Construction, 3 Wire LF 002B Fence Construction, 3 Wire (Lay-Down) LF 002C Fence Construction, 4 Wire LF 002D Fence Construction, 4 Wire (Lay-Down) LF 003A Fence Maintenance, 3 Wire LF 003B Fence Maintenance, 4 Wire LF 004A Brace (Line or Corner), Pipe EA 004B Brace (Line or Corner), Rock Jack or Crib EA 005 Wire Gate Installation EA 006 Tree Falling (greater then 6” DBH) EA
PROJECT LOCATION
This project is located in the central portion of the Paulina Ranger District of the Ochoco National Forest.
The western edge of the project area is approximately 47 miles east of Prineville, OR. Attached maps provides precise location of fences.
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Fr y Cr ee k
M acCreekKe eto n Cr ee k
Buck Pt 5,830
Ea st Po rt er C re ek
D ee p C re ek
D er r C re ek
Haypress Creek
St up id Cr ee k
00 7
BIG
SPRING
Dr y P au li n a C re ek
D ry Pa ul in a C re ek
Little Summit Cree k
H ew ed Log
Creek
Juniper Butte 4,528
Roba Butte 5,207
Ruby Butte 4,167
Faulkner Butte 4,104
Big Rattlesnake Butte 4,124
Paulina Butte 5,571
Pine Mtn 4,501
750 750
6 5
M in if i e
R id g e
S abre
R idge
P A
U L I N
A
V A L L E Y
Isadore Butte 4,360
Mills Butte 3,947
Antone (H)
Deep Creek
Sh ing le C re ek
Co ck leb ur r C ree k
M u le
G u l c h
S p a n is h
G u l c h
COTTONWOOD
PIT
COTTONWOOD
Owl CreekMeadow
Rock Creek
East Birch Creek
High Creek
Ba ld y Cr ee k
W est Branch Rock Creek W es t B irc h Cr ee k
Fr ed
Cre ek
Bear Mtn 6,112
Spanish Pk 6,877
Windy Pt 6,775
1 2
WOLF
CREEK
SUGAR
CREEK
W ol f C re ek
SugarC reek
BeaverCreek
Su ga rC re ek
Wo lf C re ek
Powell Valley Butte 4,308
Rattlesnake Butte 4,291
Birdsong Butte 3,934
UV58
9:;58
9:;30 9:;12
9:;38
9:;42
Map
Map
Map
Map
Map
R25 E
R22 E
T
S T
S
T
S T
S
Crazy Creek Fire - Post-Fire Fence Repair/Reconstruction Locations ±
0 1 2 3 4 Miles
Legend
Fence Repair/Reconstruction Needed Contract Priority Level 1
Contract Priority Level 2
Contract Priority Level 3
Let Down Fence
Administrative Forest Boundary
Map Series Page
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 23 of 79
FRY
Haypress Creek
Big Happy Spring
Younger Spring
Happy Spring
0 0
HappyCam p Creek
Aspen Grove Spring
Snowshoe Rd
Blevins Spring
60 0
T13S R23E
T.14S., R.23E., 33
T.13S., R.23E., 33
9:;12
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1Map: Crazy Creek Fire - Post-Fire Fence Repair/Reconstruction Locations
0 0.25 0.5 0.75 1 Miles ±
Fence Repair/Reconstruction Needed Contract Priority Level 2
Let Down Fence
Administrative Forest Boundary
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 24 of 79
0 0
Jackson Creek
25 PB 42
24 19
PB 43
Dublin Spring
W est Branch Rock Creek
PB 40PB 41
COTTONWOOD
Ba lm Cr ee k
PB 44
PB 45
Sam Davis Spring
COTTONWOOD
PIT
Thorn ton Creek
17 16
2014274
T.14S., R.23E., 33
T.14S., R.24E., 33
T.13S., R.24E., 33
T.13S., R.23E., 33
9:;12
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0 0.25 0.5 0.75 1 Miles ±
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Let Down Fence
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 25 of 79
17 16
Dean Spring
Clear Spring
Survey Spring
Connally Spring
05 04
08 09
Bull Spring
Frog Spring
ROCK
CREEK
Po do C r e ek
T14S R24E
W olf R id g e
Wolf Spring
Bear Mtn 6,112
510 0
004800
27 26
Board Tree Spring
429030
T.14S., R.24E., 33
T.15S., R.24E., 33
9:;42
9:;38 9:;12
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Reconstruction
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3Map: Crazy Creek Fire - Post-Fire Fence Repair/Reconstruction Locations
0 0.25 0.5 0.75 1 Miles ±
Fence Repair/Reconstruction Needed Contract Priority Level 1
Contract Priority Level 2
Contract Priority Level 3
Let Down Fence
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 26 of 79
Po do C r e ek
W olf R id g e
Wolf Spring
004800
Board Tree Spring
24 1990
P ow ell C reek
W o lf
R id g e
Nichol Spring
Po we ll C re ek
Aqua Spring
5800Rock Creek20
T.14S., R.25E., 33T.14S., R.24E., 33
T.15S., R.24E., 33
T.15S., R.25E., 33
9:;38
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Reconstruction
4 Wire Reconstruction
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Fence Repair/Reconstruction Needed Contract Priority Level 1
Contract Priority Level 2
Contract Priority Level 3
Let Down Fence
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 27 of 79
08 09
Bull Spring
Frog Spring
17 16
Widow Spring
W ido w
Cr ee k
W olf
Cr ee k
29 28
32 33
Logan Ridge
Board Tree Spring
429030
WOLF
CREEK
W ol fC re ek
T15S R24E
Sugar Creek Spring
Scab Spring80
SUGAR
CREEK
Su ga r C re ek
W ol fC re ek
M iles Creek
5 8
SE
Be av er
Cre ek
Rd
T.15S., R.24E., 33
9:;58
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5Map: Crazy Creek Fire - Post-Fire Fence Repair/Reconstruction Locations
0 0.25 0.5 0.75 1 Miles ±
Fence Repair/Reconstruction Needed Contract Priority Level 1
Contract Priority Level 2
Contract Priority Level 3
Let Down Fence
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 28 of 79
I n di an C re ek
D ry Po rte r C re ek
Peterson Pt 6,207
DEEP
CREEK
NORTH
FORK
CROOKED
RIVER
SEGMENT
C
WSR
W atson
Creek
Fr y Cr ee k
M acCreekKe eto n Cr ee k
Buck Pt 5,830
Ea st Po rt er Cr ee k
D ee p C re ek
Happy CampCreek
Haypress Creek
00 7
42 56
Dr y P au li n a Cr ee k
D ry Pa ul in a Cr ee k
Little Summit Creek
Buck Hollow C re ek
H ew ed Log
Cree k
Ro ba Cr ee k
Juniper Butte 4,528
Roba Butte 5,207
Ruby Butte 4,167
Faulkner Butte 4,104
Big Rattlesnake Butte 4,124
Paulina Butte 5,571
Pine Mtn 4,501
750 750
Paulina
M in ifi e
R id g e
S abre
R idge
P A
U L I N
A
V A L L E Y
Isadore Butte 4,360
Mills Butte 3,947
SE Paulina -Sup lee Hw y
Antone (H)
Sh ing le C re ek
Co ck leb ur r C ree k
M u le
G u l c h
S p a n is h
G u l c h
COTTONWOOD
PIT
COTTONWOOD
Owl CreekMeadow
Rock Creek
East Birch
Creek
High Creek
W est Branch RockCreek W es t B irc h Cr ee k
Fr ed
Cre ek
Bear Mtn 6,112
Bear Skull 6,047
Spanish Pk 6,877
Windy Pt 6,775
1 2
WOLF
CREEK
SUGAR
CREEK
Ta m a r ac k Cr ee k
SugarC reek
Bear Butte 4,764
Wolf Mtn 6,489
Tamarack Butte 5,587
G rinds toneCree k
Beave rCreek
Su ga rC re ek
Wo lf C re ek
Cam p Creek
So ut h Fo rk Be av er Cr ee k
Powell Valley Butte 4,308
Rattlesnake Butte 4,291
Elkins Butte 3,937
Birdsong Butte 3,934
Mud Spring Butte 4,236
SE Paulina-Suplee Hwy
UV58
12504254
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Crazy Creek Fire - Post Fire BAR Fence Construction Contract Option
0 1 2 3 4 Miles
In Need of Repair/ Reconstruction - BAR Fence Construction Contract Option
Let Down Fence
Administrative Forest Boundary
Map Series Page
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 29 of 79
0 0
Hegel Spring
Lonesome Spring
900 4900
47004800
C ra zy C re ek
St up id C re ek
Dee p Cr ee k 25
07 08
31 32
Fir Tree Spring
Snowshoe Rd
PAULINA
RANGER
DISTRICT
530009
T.13S., R.22E., 33
T.14S., R.23E., 33
T.13S., R.23E., 33
T.14S., R.22E., 33
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1Map: Crazy Creek Fire - Post Fire BAR Fence Construction Contract Option
0 0.25 0.5 0.75 1 Miles
Arterial Road
Fence In Need of Repair/ Reconstruction - Contract Option
Let Down Fence
Administrative Forest Boundary
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 30 of 79
Haypress Creek
H aypress Creek
60 0
T13S R23E
Wilson Spring
Jackson Creek
T.14S., R.23E., 33
T.13S., R.23E., 33
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Arterial Road
Fence In Need of Repair/ Reconstruction - Contract Option
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Administrative Forest Boundary
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 31 of 79
COTTONWOOD
Ba lm Cr ee k
COTTONWOOD
PIT
Thor nton Creek
17 16
Dean Spring
Clear Spring
Survey Spring
Connally Spring
5400 5400
Bea r C ree k
Rock Creek
10 11
Vehrs Spring
4 823
ROCK
CREEK
54005600
Po do C r e ek
T14S R24E
W olf R id g e
Wolf Spring
Bear Mtn 6,112
510 0
27 26
T.14S., R.24E., 33
9:;42
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Fence In Need of Repair/ Reconstruction - Contract Option
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Administrative Forest Boundary
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 32 of 79
PAULINA
RANGER
DISTRICT
5 1
Paulina Butte 5,571
Roba Creek
Paulina SpringStump
Spring
Dozer Spring
Roba Butte 5,207
Sand Spring
Little Sum m it Creek
Dipping Vat Creek
28 26
33 35
Post Spring
Hewed Log Spring
H ew ed Lo gC ree k
09 1110
020304
Roba Spring
Bog Spring
D ipping
Vat Creek
T15S R23E
16 15 14
T.14S., R.23E., 33
T.15S., R.23E., 33
9:;42
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Arterial Road
Fence In Need of Repair/ Reconstruction - Contract Option
Let Down Fence
Administrative Forest Boundary
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 33 of 79
S Little Summit Rd
N or th W ol f C re ek
D ry Pa ul in a Cr ee k
N or th W ol fC re ek
D ry Paulina Creek
13 18
Quicksand Spring
Dean Spring
Connally Spring
Bull Spring
Frog Spring
T.14S., R.23E., 33
T.14S., R.24E., 33
T.15S., R.24E., 33
T.15S., R.23E., 33
9:;12
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4 Wire Reconstruction
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Arterial Road
Fence In Need of Repair/ Reconstruction - Contract Option
Let Down Fence
Administrative Forest Boundary
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 34 of 79
SECTION E - INSPECTION AND ACCEPTANCE
CLAUSES INCORPORATED BY REFERENCE
52.246-12 Inspection of Construction 52.246-13 Inspection-Dismantling, Demolition, or Removal of Improvements.
SECTION F - DELIVERIES OR PERFORMANCE
52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984) The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed with an estimated start date of August 15, 2025, (b) prosecute the work diligently, and (c) The times stated for completion shall include final cleanup of the premises.
• Priority 1 (base) finished by November 1, 2025
• Priority 2 & 3 (base) finished by July 31, 2026
• BAR Option finished by October 31, 2026
The following material certifications and/or testing reports shall be submitted on this project:
Title Referenced by
Specification No.
Wire ASTM 121 Steel posts ASTM A702-89 Steel Pipe Schedule 40
F-1 PRODUCT SUBSTITUTION
Any modification of other items, designs, materials, products or equipment (including Government-furnished property), made necessary because of a substitution, will be the responsibility of the Contractor without adjustment in contract price or time. The Contracting Officer's approval of any substitution will not affect the Contractor's responsibility for such modification. Any and all substitutions will be requested by the Contractor after award of the contract has been made. No approvals will be made prior to award.
Submit separate request for each substitution on an approved form. Support each request with:
1. Complete data substantiating compliance of proposed substitution with requirements stated in contract documents:
a. Product identification, including manufacturer's name and address.
b. Manufacturer's literature; identify:
1) Product description
2) Reference standards
3) Performance and test data A. In making formal request for substitution the Contractor represents he/she:
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 35 of 79
1. Have investigated proposed product and determined that it is equal to or superior in all respects to that originally specified.
2. Will provide same warranties and bond for substitute as for originally specified product.
3. Will coordinate installation of accepted substitution into the work, and will make such changes as may be required for the work to be complete in all respects.
4. Will waive claims for additional costs caused by substitution, which may subsequently become apparent.
5. Cost data is complete and includes related costs under the contract, but not:
a. Costs under separate contracts.
b. Contracting Officer costs for redesign or revision of contract documents.
B. The Contractor assumes full responsibility that the substitution and/or alternate items or procedures proposed will meet the job requirements.
C. The Contractor is solely responsible for the cost of redesign and modifications to this and other parts of the work caused by the substitutions or alternates furnished.
F-2 SUBMITTAL FORMAT
Submittals shall include the following unless otherwise required in the specification:
1. Date and revision dates.
2. Project name and contract number.
3. Name of Contractor, subcontractor, supplier, and manufacturer.
4. Specification section number.
5. Field dimensions and relation to adjacent structures.
6. Applicable standards such as ASTM or Federal Specifications.
7. Contractor's stamp, initial or signature, certifying the review of the submittal, verification of field measurements and compliance with contract documents.
8. Provide all submittals within 14 calendar days of the contract award unless otherwise required by the specification.
Submittals shall be sent to the Contracting Officer’s Representative (COR)
SECTION G--CONTRACT ADMINISTRATION DATA
G.1 POST AWARD CONFERENCE
A post award conference with the successful offeror is required. It will be scheduled and held within 14 days after the date of contract award. The conference will be held virtually through Microsoft Teams.
G.2 DESIGNATION OF CONTRACTING OFFICER'S REPRESENTATIVE
The Contracting Officer designates the Contracting Officer's Representative (COR). The Contracting Officer’s Representative is responsible for administering the performance of work under this contract. In no event, however, will any understanding, agreement, modification, change order, or other matter deviating
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 36 of 79 from the terms of this contract be effective or binding upon the Government unless formalized by proper contractual documents executed by the Contracting Officer prior to completion of the contract.
The Contracting Officer should be informed, as soon as possible, of any actions or inactions by the Contractor or the Government which will change the required delivery or completion times stated in the contract, and the contract will be modified accordingly. (This does not apply to individual task assignments which were issued by the Contracting Officer’s Representative, provided they do not affect the delivery schedule or performance period stated in the contract.) On all matters that pertain to the contract terms, the Contractor must communicate with the Contracting Officer. Whenever, in the opinion of the Contractor, the Contracting Officer’s Representative requests effort outside the scope of the contract, the Contractor should so advise the Contracting Officer’s Representative. If the Contracting Officer’s Representative persists and there still exists a disagreement as to proper contractual coverage, the Contracting Officer should be notified immediately, preferably in writing if time permits. Proceeding with work without proper contractual coverage could result in nonpayment or necessitate submittal of a contract claim.
Contracting Officers Representative:
Name: Justin Nettleton Phone Number: 541-410-1865
G.3 CONTRACT RELEASE
When submitting final payment, Contractor shall provide a signed and dated contract release that includes the following information: "In consideration of receipt of final payment in the amount of $__________ Contractor hereby releases the United States of America from any and all obligations arising under this contract and any modifications thereof except as reserved herein. Reservations: ______________"
CLAUSES INCORPORATED BY REFERENCE
52.242-14 Suspension of Work (APR 1984)
CLAUSES INCORPORATED BY FULL TEXT
SECTION H - Special Contract Requirements
H. 1 Fire Control
(a) Contractor's Responsibility for Contractor-Caused Fires. The Contractor, whether or not directed by the Forest Service, shall immediately extinguish, without expense to the Government, all fires on or in the vicinity of the project which are caused by Contractor's employees, whether set directly or indirectly as a result of Contractor operations. The Contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation resulting from fires set or caused by the Contractor's employees or resulting from contract operations.
(b) Other Fires. For the purpose of fighting forest fires on or in the vicinity of the project which are not caused by the Contractor or the Contractor’s employees, the Contractor when requested by the Contracting Officer shall place the employees and equipment temporarily at the disposal of the Forest Service. Payment for such services will be made by the Government at not less than the current rate for fire-fighting services established by the Forest Service in the area concerned.
Any employees and equipment furnished will be relieved from firefighting as soon as the Forest Service finds that it is practicable to employ other labor and equipment adequate for the protection of the area.
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 37 of 79
An equitable adjustment in contract time may be made for this period.
(c) Fire Protection Requirements - Fire Plan. At all times during closed fire season period, as specified by State law, the Contractor shall comply with each of the following provisions to the extent applicable to the Contractor’s operation under the contract.
(1) Fire Tools. The Contractor will provide for each employee in the contract area at least one approved hand tool of a type appropriate in the contract area, such as shovel, Pulaski, or ax. Tools required and furnished under (2) and (4) below, shall count toward fulfillment of the above requirement. Where additional tools, beyond those required under (2) and (4) below, are to be provided, the Contractor shall seal such tools in one or more boxes painted red and marked "Tools for Fire Only." All tools required herein shall be kept sharp and in good serviceable condition and maintained at locations to be designated by the Forest Service.
(2) Fire Extinguishers and Tools on Mobile or Stationary Equipment. Each unit of powered equipment used in connection with this contract, including automobiles, trucks, tractors, etc., shall be equipped with serviceable tools and fire extinguishers as follows:
One - fire extinguisher, dry chemical type of not less than 2-1/2 pound capacity with 4 BC or higher rating.
One - shovel, round point #0 lady or equal.
One - ax, 2 pounds or over, 26-inch minimum length, or one Pulaski.
One - water container (at least 1-gallon capacity), not required with stationary equipment.
(3) Spark Arresters. Each internal combustion engine shall be provided with a spark arrester or spark arresting device approved by the Forest Service. Exceptions where the Forest Service may approve mufflers, or other equipment in lieu of spark arresters qualified and rated under Forest Service Standard 5100-1a are: (a) small multi-position engines, such as chain saws, shall meet Society of Automotive Engineers J335b standards; (b) passenger-carrying vehicles and light trucks may have baffle-type mufflers with tail pipe; (c) heavy-duty trucks may have a vertical stack exhaust system and muffler, provided the exhaust stack extends above the cab of the vehicle. An exhaust-driven turbocharger is considered to be a satisfactory spark arrester. Internal combustion engine exhaust systems, arresters, and other devices must be properly installed and maintained.
(4) Smoking. Smoking shall not be permitted within the contract area except on surfaced or dirt roads, at landings, within closed vehicles, in camps, or at other posted places, and shall never be allowed while working or traveling on foot.
(5) Storage of Petroleum and Other Highly Flammable Products. Gasoline, oil, grease, or other highly flammable material will be stored either in a separate building used exclusively for such storage, or at a site where all combustible debris and vegetation is cleared away within a radius of 25 feet. Fire extinguishers and/or sand barrels may be required at such locations specified by the Forest Service when unusually hazardous conditions exist.
(6) Debris Burning and Warming Fires. Burning permits will be required for all debris burning fires.
Lunch and warming fires may be allowed in fireproofed areas during periods of low fire danger if and as specified in the fire plan. Such fires must not be left burning unattended.
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 38 of 79
(7) Under certain atmospheric conditions, smoke accumulations may become excessive and in these cases, the Regional Forester may, at his/her discretion, prohibit all open burning for definite periods within specific areas of the National Forest.
H.2 KEY PERSONNEL
(a) The Contractor shall assign to this contract the following key personnel: Project Leader.
(b) During the first ninety (15) days of performance, the Contractor shall make no substitutions of key personnel unless the substitution is necessitated by illness, death, or termination of employment. The Contractor shall notify the Contracting Officer within 15 calendar days after the occurrence of any of these events and provide the information required by paragraph (c) below. After the initial 90-day period, the Contractor shall submit the information required by paragraph (c) to the Contracting Officer at least 15 days prior to making any permanent substitutions.
(c) The Contractor shall provide a detailed explanation of the circumstances necessitating the proposed substitutions, complete resumes for the proposed substitutes, and any additional information requested by the Contracting Officer. Proposed substitutes should have comparable qualifications to those of the persons being replaced. The Contracting Officer will notify the Contractor within 15 calendar days after receipt of all required information of the decision on substitutions. The contract will be modified to reflect any approved changes of key personnel.
H.3 Incidental Payment Items
The intent of the contract is to provide for the complete construction of the project described in the contract. Unless otherwise provided, the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies and perform all work required to complete the project in accordance with drawings, specifications, and provisions of the contract. Payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work and materials will be considered as incidental to and included in the payment for items shown.
H.4 Conformity With Drawings and Specifications
Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the drawings, indicated in the specifications, or designated on the ground. "Reasonably close conformity" is compliance with reasonable and customary manufacturing and construction tolerances.
H.5 Samples, Tests, Cited Specifications
Reference made in the contract to specifications, standards, or test methods adopted by AASHTO, ASTM, GSA, or other recognized National technical associations, shall mean specifications, standards, or test methods (including interim or tentative issues) which are in effect on the date of the solicitation.
H.6 Barricades, Warning Signs, and Other Devices
The Contractor shall provide, erect, and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public. Roads closed to traffic shall be protected by effective barricades, and obstructions shall be illuminated during the hours of darkness. Suitable warning signs shall be provided to properly control and direct traffic.
12363N25Q4114 (OCH) NR Crazy Creek Suppression Repair-Fencing Page 39 of 79
The Contractor shall erect warning signs in advance to any place on the project where operations may interfere with the use of the road or trail by traffic and at all intermediate points where the new work crosses or coincides with an existing road or trail. All road barricades, warning signs, lights, temporary signals, flagmen and pilot car operators and equipment, and other protective devices, except for special devices, shall conform with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, published by the Federal Highway Administration and applicable safety codes.
Necessary warning signs and guards shall be posted during blasting operations to safeguard the public.
H.7 Weed-Free Equipment
In order to prevent the potential spread of noxious weeds into the project area, the Contractor shall be required to furnish the Contracting Officer with proof of…
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