Sol_12363N26Q4194.pdf

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 CALL

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

1173762

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

07/14/2026

12363N26Q4194 INVITATION FOR BID

REQUEST FOR PROPOSAL

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

Payment and Performance bonds are required for construction projects over $35,000.

Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price; include bond payments under 151.01 Mobilization.

NFSR 187 Repairs

Pisgah National Forest Grandfather Ranger District

Caldwell County, NC

Magnitude is Between $1,000,000 and $5,000,000.

Estimated Period of Performance - August 17, 2026, to August 17, 2027

A site visit will be July 21,2026 11:00 AM Maple Sally-NFSR 187 Repairs:

Meet at bottom of road (BMP 0.0): 35.914822, -81.706828

SEE ATTACHED DIRECTIONS WITH MAP

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

08/12/2026

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. 12/2022)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

12363N26Q4194 NFSR 187 REPAIRS Page 1 of 107

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 THE UNITED STATES CODE AT

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 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

CHAD A. BULLOCK

28. NEGOTIATED AGREEMENT 29. AWARD

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.) Contractor agrees to furnish

10 U.S.C. 3204(a) 41 U.S.C. 3304(a)

STANDARD FORM 1442 (REV. 12/2022) BACK

Continued...

and return

(Contractor is not required to sign this document.) Your offer on this

12363N26Q4194 NFSR 187 REPAIRS Page 2 of 107

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

12363N26Q4194

Solicitation is Restricted to the NC MATOC Road

Maintenance and Construction Holders.

ALL QUOTES SHALL BE EMAILED TO:

CHAD.BULLOCK@USDA.GOV;

JAMES.KAMINSKI@USDa.GOV,D__QUOT.ljgs45jciij0nfdw@u

.box.com on or BEFORE

August 12, 2026, 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.

26Q4190-NCMATOC-VendorName-Quote

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, 573-453-8424

Delivery: 08/17/2027

Delivery Location Code: 4550

USDA FS

NATIONAL FOREST IN NORTH CAROLINA

160A ZILLICOA ST

ASHEVILLE NC 28801-9999 US

Mark For:

USDA-FS STEWARDSHIP CONTRACTING BR

1400 INDEPENDENCE AVE SW

MS-1138

WASHINGTON DC 20250-1138

Period of Performance: 08/17/2026 to 08/17/2027

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

12363N26Q4194 NFSR 187 REPAIRS Page 3 of 107

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

12363N26Q4194

0001 Repairs include roadway and ditch repair/reconditioning, aggregate placement, fill slope repairs, roadway excavation for roadway re-alignment, remediation of road intersections, culvert replacements and new culvert installations.

Product/Service Code: Y1LB

Product/Service Description: CONSTRUCTION OF

HIGHWAYS, ROADS, STREETS, BRIDGES, AND RAILWAYS

0002 Repairs include roadway and ditch repair/reconditioning, aggregate placement, fill slope repairs, roadway excavation for roadway re-alignment, remediation of road intersections, culvert replacements and new culvert installations.

Product/Service Code: Y1LB

Product/Service Description: CONSTRUCTION OF

HIGHWAYS, ROADS, STREETS, BRIDGES, AND RAILWAYS

The "Submit Invoice-to" address for USDA orders is the Department of Treasury's Invoice

Processing Platform (IPP), https://www.ipp.gov.

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

12363N26Q4194 NFSR 187 REPAIRS Page 4 of 107

ITEM NO. PAY ITEMS UNIT QUANTITY PRICE TOTALS NOTES

15101 Mobilization LS 1 15201 Construction Survey and Staking LS 1 Includes staking of culvert inlets & outlets and MSE Wall at MP 11.389.

15701 Soil Erosion & Pollution Control LS 1 Includes Coir 700 Matting on Stream Banks-See Plans for Estimated Amount

15705 Wattles, 6" diameter minimum LF 1524

20102 Clearing: Roadside Brushing and Mowing, disposal method (b), scattering outside roadway MILE 17.26

20213

Clearing & Grubbing, disposal method (b), scattering outside roadw

MILE 17.26

Includes removal of material on culvert inlets/outlets that may be outside of clearing limits, but is necessary to relocate for culvert installations.

See Engineering Drawings for Clearing Limit Details. Debris is to be scattered/relocated outside of clearing limits.

20301.19

Removal of Pipe Culvert, removal method (a), disposal off government land Typical Excavation EACH 146

Associated excavation for pipe removal is incidental to this item.

20301.19A

Removal of Pipe Culvert, removal method (a), disposal off government land *Deep Excavation Required* EACH 11

Associated excavation for pipe removal is incidental to this item.

20401 Roadway Excavation CY 198 Hauling of any excavated material is incidental to this pay item. Material will be hauled to on-site location (tbd).

20425 Ditch Excavation LF 120 Hauling of any excavated material is incidental to this pay item. Material will be hauled to on-site location (tbd).

25106.01 Keyed Riprap, Class 1, Commercial Source TON 718

25106.03 Keyed Riprap, Class 3, Commercial Source TON 344

30202 Roadway Aggregate, Surface Course, Compaction Method 1 (a) NCDOT ABC, Commercial Source TON 19718

30301 Roadway Reconditioning MILE 17.364

60201.08 24-inch aluminized steel, T-2 corrugated steel pipe, 14 Gauge, compaction method (d) LF 4460

Any necessary excavation is incidental to this pay item.

Dewatering is incidental to this pay item (if applicable).

60201.10 36-inch aluminized steel, T-2 corrugated steel pipe, 14 Gauge, compaction method (d) LF 686

Any necessary excavation is incidental to this pay item.

Dewatering is incidental to this pay item (if applicable).

60201.11 42-inch aluminized steel, T-2 corrugated steel pipe, 12 Gauge, compaction method (d) LF 438

Any necessary excavation is incidental to this pay item.

Dewatering is incidental to this pay item (if applicable).

60202.07 49 x 33-inch aluminized steel pipe-arch, 3" x 1" corrugation, 12 Gauge, compaction method (d) LF 76

Any necessary excavation is incidental to this pay item.

Dewatering is incidental to this pay item (if applicable).

60201.12 48-inch aluminized steel, T-2 corrugated steel pipe, 12 Gauge, compaction method (d) LF 296

Any necessary excavation is incidental to this pay item.

Dewatering is incidental to this pay item (if applicable).

60201.14 60-inch aluminized steel, T-2 corrugated steel pipe, 12 Gauge, compaction method (d) LF 148

Any necessary excavation is incidental to this pay item.

Dewatering is incidental to this pay item (if applicable).

60202.10 71 x 47-inch aluminized steel pipe-arch, 3" x 1" corrugation, 12 Gauge, compaction method (d) LF 40

Any necessary excavation is incidental to this pay item.

Dewatering is incidental to this pay item (if applicable).

60201.16 72-inch aluminized steel, T-2 corrugated steel pipe, 12 Gauge, compaction method (d) LF 184

Any necessary excavation is incidental to this pay item.

Dewatering is incidental to this pay item (if applicable).

62510 Turf Establishment, Seeding, Hydraulic Method ACRE 3.31 63308 Permanent Traffic Control, Object Markers, OM2-2V EACH 3

63501 Temporary Traffic Control LS 1

15705 Wattles, 6" diameter minimum LF 12

20301.19

Removal of Pipe Culvert, removal method (a), disposal off government land Typical Excavation EACH 2 Associated excavation for pipe removal is incidental to this item.

20401 Roadway Excavation CY 418 Hauling of any excavated material is incidental to this pay item. Material will be hauled to on-site location (tbd).

20425 Ditch Excavation LF 40 Hauling of any excavated material is incidental to this pay item. Material will be hauled to on-site location (tbd).

20703 Earthwork Geotextile, Non-Woven, Class 1 SY 1210

25106.01 Keyed Riprap, Class 1, Commercial Source TON 15

25106.03 Keyed Riprap, Class 3, Commercial Source TON 226

25106.07 Keyed Riprap, Class 7, Commercial Source TON 902

25701 Mechanically Stablilized Earth Wall, Type B SF 720 All subitems including any excavation, stone backfill, underdrain material, ect.

are incidental to this pay item.

30202 Roadway Aggregate, Surface Course, Compaction Method 1 (a) NCDOT ABC, Commercial Source TON 30

30210 Aggregate, 3" stone/RR Ballast, Compaction Method (g), Commercial Source TON 248

60201.08 24-inch aluminized steel, T-2 corrugated steel pipe, 14 Gauge, compaction method (d) LF 62

Any necessary excavation is incidental to this pay item.

Dewatering is incidental to this pay item (if applicable).

60201.17 87 x 63-inch aluminized steel pipe-arch, 3" x 1" corrugation, 12 Gauge, compaction method (d) LF 54

Any necessary excavation is incidental to this pay item.

Dewatering is incidental to this pay item.

62510 Turf Establishment, Seeding, Hydraulic Method ACRE 1.10 63308 Permanent Traffic Control, Object Markers, OM2-2V EACH 27

62201

Hydraulic Excavator, 1cubic yard minimum capacity, with thumb attachment Work performed under the direction of the Forest Hydrologist HR 32

Any dewatering activity and hauling of any excavated material is incidental to this pay item. Material will be hauled to on-stie location (tbd).

TOTAL

TOTAL

SCHEDULE OF ITEMS

NFSR 187 (MAPLE SALLY) REPAIRS

BASE

TOTAL

OPTION 1 - ERFO 2024

12363N26Q4194 NFSR 187 REPAIRS Page 5 of 107

12363N26Q4194 NFSR 187 REPAIRS Page 6 of 107

MattieAcuna-Rourk Text Box

BMP 0.00

35.031806, -81.803278

MattieAcuna-Rourk Text Box

EMP 6.545

35.078264, -81.783528

MattieAcuna-Rourk Text Box Road Blown Out-Must Accessed from Either Side

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

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REPAIRS

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VICINITY MAP

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12363N26Q4194 NFSR 187 REPAIRS Page 7 of 107

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NATIONAL FORESTS IN NORTH CAROLINA

PISGAH NATIONAL FOREST

GRANDFATHER RANGER DISTRICT

CALDWELL COUNTY

STATEMENT OF WORK

NFSR 187 REPAIRS

12363N26Q4194 NFSR 187 REPAIRS Page 8 of 107

Contents Project General Information

1.0 Scope of Work

2.0 Background

3.0 Project Location

4.0 Pre-Bid Site Visit

5.0 Request for Quotations (RFQ) Submittal Requirements

Contractor Requirements

6.0 Technical Requirements / Tasks and Information

6.1 Technical Specifications

6.2 Project Plans

6.3 Operational Hours

6.4 Period of Performance

6.5 Submittals

6.6 Construction Schedule

6.7 Contractor’s Key Personnel

6.8 Government Furnished

6.9 Construction Staging

6.10 Pre-Construction Meeting

6.11 Payment Provisions

6.12 Quality Control

6.13 Personal Protective Equipment (PPE)

6.14 Basic First Aid

6.15 Safety

6.16 Landscape Preservation

6.17 Loss, Damage, or Destruction

6.18 Control of Noxious Weeds

6.19 Temporary Facilities

6.20 Construction Tolerances

6.21 Final Cleanup

Attachments

12363N26Q4194 NFSR 187 REPAIRS Page 9 of 107

Project NFSR 187 Repairs

General Information

1.0 Scope of Work

This project is intended to repair NFSR 187 – Maple Sally Road which sustained damage in September 2024 as a result of Hurricane Helene. Repairs include roadway and ditch repair/reconditioning, aggregate placement, fill slope repairs, roadway excavation for roadway re-alignment, remediation of road intersections, culvert replacements and new culvert installations. There will be a total of 10 fill slope repair sites, 159 culvert removals, and 165 culvert installations (of various sizes). Roadway reconditioning, aggregate placement, and other minor work items will be performed in addition to the items listed above.

The contractor shall be responsible for furnishing all mobilization, labor, materials, tools, supervision, personnel, equipment and other incidentals necessary to perform all work and meet the requirements outlined in the supporting contract documents.

2.0 Background

Maple Sally Road (NFSR 187) is an open system road on the National Forest in North Carolina (NFsNC) on the Grandfather Ranger District of the Pisgah National Forest. It is approximately 17.26 miles in total length and is a Maintenance Level 3 with aggregate surfacing. Maple Sally Road runs parallel to much of Wilson Ridge and accesses a private inholding as well as multiple connecting Maintenance Level 1 and 2 forest service roads. The road will remain open to the public for the entirety of the contract period with temporary closures as needed for culvert installations.

3.0 Project Location

The project is located on NFSR 187 – Maple Sally Road in the Grandfather Ranger District of the Pisgah National Forest.

The start of the road begins where NFSR 187 intersects/splits with Murphy Pl which connects with Adako Rd off HWY

181. The end of the road can also be accessed by taking Maple Grove Church Road off HWY 90 until reaching the Forest Service boundary line at the end of private property.

Beginning Latitude/Longitude (MP 0.00): 35.914822°, -81.706828° Ending Latitude/Longitude (MP 17.26): 35.999797°, -81.7177°

Forest maps are available from the Grandfather Ranger District Office located at 109 Lawing Dr., Nebo, NC 28761 or online at https://www.fs.usda.gov/nfsnc. Directions and vicinity map are provided in the project plans (Attachment 4).

4.0 Pre-Bid Site Visit

A non-mandatory pre-bid site visit will be scheduled at the time of solicitation to facilitate the Offeror’s understanding of the work. The Contractor is urged and expected to inspect the site where work is to be performed and to satisfy themselves regarding all general and local conditions that may affect the cost of contract performance, to the extent that the information is reasonably obtainable. In no event shall failure to inspect the site constitute grounds for a claim after contract award. Contact the Contracting Officer (CO) to indicate if you will be attending the site visit at least 24 hours before the scheduled visit. If no offerors intend to attend the site visit, it will be canceled. Formal questions about the project will be accepted up to 7 business days after the scheduled visit and must be directed to the CO. Responses will be provided to all potential offerors within 3 business days after.

5.0 Request for Quotations (RFQ) Submittal Requirements

Contractor’s submittals will be evaluated using the Highest Technically Rated with Fair and Reasonable Pricing method.

Contractors shall complete the Schedule of Items (SOIs) in Attachment 1.

Contractor Requirements

6.0 Technical Requirements / Tasks and Information

This project shall consist of the following tasks to be addressed over the course of the contract: (This list is not all-inclusive to the work outlined in the plans, worklist, and specifications. It is the contractor’s responsibility to read and

12363N26Q4194 NFSR 187 REPAIRS Page 10 of 107 https://www.fs.usda.gov/nfsnc interpret the plans, worklist, and specifications and perform all work required to complete the project. Some of these tasks may be performed simultaneously.)

Maple Sally Fill Slope Failure Repairs and Major Culvert Replacement:

• MP 4.059

o Remove and backfill culvert at MP 4.056 and install new 24”x34’ culvert up road with type 1 outlet protection.

o Construct 30ft Deep Patch Road Shoulder Repair at fill slope failure.

o Hydroseed below and around fill slope repair.

o Install bi-directional OM2-2V object markers along fill slope repair.

o Please note that though rock excavation may or may not be denoted, ground conditions vary and rock excavation is possible at all sites.

o Recondition road section and re-establish ditch per roadway reconditioning item.

• MP 8.714

o Remove and backfill culvert at MP 8.694 and install new 24”x32’ culvert at 30-degree skew with type 1 outlet protection.

o Construct 52ft Boulder Wall Repair at fill slope failure.

o Hydroseed below and around repair where possible.

o Install bi-directional OM2-2V object markers along fill slope repair.

o Please note that though rock excavation may or may not be denoted, ground conditions vary and rock excavation is possible at all sites.

o Recondition road section and re-establish ditch per roadway reconditioning item.

• MP 8.994

o Excavate approx. 20CY of earthen material deposited by fill slope failure from the edge of stream bank.

o Armor 30ft of the exposed fill slope as described in the project plans.

o Hydroseed below riprap along excavated area and install coir matting along bare stream bank no more than 15 days following excavation work.

o Please note that though rock excavation may or may not be denoted, ground conditions vary and rock excavation is possible at all sites.

o Recondition road section and re-establish ditch per roadway reconditioning item.

• MP 9.004

o Excavate excess material deposited on top of existing culvert and within the channel to an adequate depth for new culvert installation. Excavate ditch outlets on both sides of culvert inlet to drain properly and blend to new culvert inlet elevation. Re-establish channel for seep to drain to main channel.

Perform excavation work under the direction of the Forest Hydrologist.

o Perform stream reconstruction and simulation through excavated stream section during or immediately following excavation activities under the direction of the Forest Hydrologist.

o Remove and replace culvert with [87”x63”] x 54’ arch culvert at skew in alignment with stream channel.

Install culvert inlet protection.

o All disturbed areas will be hydroseeded. Stream banks will be hydroseeded, and coir matting will be installed along banks no more than 15 days following excavation.

o Recondition eroded road section and re-establish ditches per roadway reconditioning item.

o This site will require dewatering. Dewatering activity is incidental to item 64704-no additional payment will be made. No additional payment will be made for hauling of excavated material under item 64704.

o There is potential rocky excavation required at this site. Please note that though rock excavation may or may not be denoted, ground conditions vary and rock excavation is possible at all sites.

• MP 9.075

o Remove and backfill culvert at MP 9.072 and install new 24”x38’ culvert at 30-degree skew with type 1 outlet protection.

o Excavate cut slope to shift road centerline alignment over 2-3ft and away from fill slope failure.

o Armor first exposed fill slope with Class 3 Riprap for 40ft as described in the project plans o Hydroseed second exposed fill slope for approx. 30ft as well as surrounding areas of first fill slope repair and the excavated cut slope.

o Install bi-directional OM2-2V object markers along first (armored) fill slope repair.

12363N26Q4194 NFSR 187 REPAIRS Page 11 of 107 o Please note that though rock excavation may or may not be denoted, ground conditions vary and rock excavation is possible at all sites.

o Recondition road section and re-establish ditch per roadway reconditioning item.

• MP 9.932

o Remove and replace culvert at MP 9.934 with 24”x24’ culvert at the same skew with type 1 outlet protection.

o Construct 40ft Deep Patch Road Shoulder Repair at fill slope failure.

o Hydroseed below fill slope repair.

o Install bi-directional OM2-2V object markers along the fill slope repair.

o Please note that though rock excavation may or may not be denoted, ground conditions vary and rock excavation is possible at all sites.

o Recondition road section and re-establish ditch per roadway reconditioning item.

• MP 11.389

o Excavate cut slope to shift road centerline alignment over 2-3ft and away from fill slope failure.

o Provide Professional Engineer stamped MSE wall design for COR approval.

o Construction survey and staking: Contractor is to stake top of wall and toe/base of wall catchpoints on fill slope for COR approval prior to construction.

o Construct approved 60ft MSE wall.

o Hydroseed excavated cut slope and areas surrounding MSE wall.

o Install bi-directional OM2-2V object markers along the MSE wall.

o Please note that though rock excavation may or may not be denoted, ground conditions vary and rock excavation is possible at all sites.

o Recondition road section to appropriate out-slope per roadway reconditioning item.

• MP 13.820

o Construct 60ft Boulder Wall repair at fill slope failure.

o Hydroseed below and around repair where possible.

o Install bi-directional OM2-2V object markers along the fill slope repair.

o Please note that though rock excavation may or may not be denoted, ground conditions vary and rock excavation is possible at all sites.

o Recondition road section to appropriate out-slope per roadway reconditioning item.

• MP 15.870

o Excavate cut slope to shift road centerline alignment over 2-3ft and away from fill slope failure.

o Construct 32ft Boulder Wall Repair at fill slope failure.

o Construct 22ft Deep Patch Road Shoulder Repair along crack in road shoulder and ending at boulder wall repair.

o Hydroseed below and around repairs where possible as well as on excavated cut slope.

o Install bi-directional OM2-2V object markers along the fill slope repair.

o Please note that though rock excavation may or may not be denoted, ground conditions vary and rock excavation is possible at all sites.

o Recondition road section to appropriate out-slope per roadway reconditioning item.

• MP 15.889

o Armor first exposed fill slope with Class 3 Riprap for 22ft as described in the project plans o Hydroseed below and around repairs where possible as well as on excavated cut slope.

o Recondition road section to appropriate out-slope per roadway reconditioning item.

• MP 15.906

o Excavate cut slope to shift road centerline alignment over 2-3ft and away from fill slope failure.

o Construct 84ft Deep Patch Road Shoulder Repair at fill slope failure.

o Hydroseed below fill slope repair.

o Install bi-directional OM2-2V object markers along the fill slope repair.

o Please note that though rock excavation may or may not be denoted, ground conditions vary and rock excavation is possible at all sites.

o Recondition road section to appropriate out-slope per roadway reconditioning item. Fill low spot in road ponding water with NCDOT ABC as needed.

12363N26Q4194 NFSR 187 REPAIRS Page 12 of 107

Culvert Removals and Installations - Key Information:

• Any debris over existing culvert inlets or outlets is to be removed and scattered outside of the roadway, included under item 20213 Clearing & Grubbing, prior to culvert removal. No additional payment will be made for removal of material over culvert inlets/outlets necessary for culvert removal and installation.

• Excavation activities associated with culvert removal as well as hauling of culverts off government land are incidental to items 20301.19 and 20301.19A and no additional payment will be made.

• Item 20301.19A specifically includes the removal of culverts identified as deeper than typical culvert depths. No additional consideration or changes will be given to this item after award.

• Culvert diameters, lengths, skew, and inlet/outlet protection is outlined in the culvert schedule (in Attachment 4 and 5) and worklist (Attachment 2).

• Construction Survey and Staking: Contractor is to stake culvert inlet and outlet locations for COR approval prior to installation. Slope and skew to use full length of pipe designated.

• Dewatering will only be required at culvert installation sites with live water flow. Contractor is required to submit a dewatering plan. Water flows at culverts vary and may require alternate dewatering plans. Dewatering is incidental to all 60201 and 60202 items-no additional payment will be made.

• Any necessary excavation activities associated with culvert installation as well as hauling of culverts to each site are incidental to all 60201 and 60202 items, and no additional payment will be made.

• Place and compact material over new culverts in 6-inch layers. Culverts must have a minimum of 1ft of cover.

• Culverts with a length of >40ft will be one piece. Culverts with lengths >40 will require band with neoprene gasket.

• Riprap for inlet and outlet protection is to be machine-placed and installed with the type as specified in the plans, culvert schedule, and worklist.

Roadway Reconditioning and Aggregate Placement – Key Information:

• Roadway Reconditioning includes roadbed, road shoulder, turnouts, and ditch reconditioning. It also includes cleaning of inlet and outlet and providing a 25ft transition in grade in the ditch line leading up to the inlet.

o Material removed from culverts is NOT to be placed on culvert head or on cut slope, but to be placed or cast off the fill slope to depth of not more than 4-inches.

• Roadway Reconditioning is NOT to be performed until after all culverts have been installed and approved by the COR. Any reconditioning performed prior to COR approval of all culvert installations will need to be reperformed.

• Completion of all roadway reconditioning sub-items listed above is required for COR approval and payment. COR approval of roadbed and ditch reconditioning is required prior to aggregate placement.

• If there is a need for stockpiling of aggregate, it will be in a location approved by the COR and placement of aggregate will be performed in a timely manner, so stockpile is not left for extended periods of time.

• Aggregate is to be placed as soon as possible after approval of reconditioning to limit any changes to the road.

• Compact aggregate as specified in the plans, FP-24, and FSSS. Compaction of aggregate is to be completed as aggregate is applied and spread or within one week (7 days) of application.

• Contractor will provide an organized compilation of aggregate and riprap tickets with tonnage amounts with each invoice.

Turf Establishment and Erosion Control:

• Any silt fence installed for erosion control is to be removed before the end of the project.

• Hydroseeding and installation of Coir Matting is to be completed within 15 days of soil excavation/disturbance.

• Coir 700 Matting is included under the Erosion Control Lump Sum Item and is required at MP 8.994 and MP

9.004 along exposed streambanks (approx. 315 SY) and is to be used as needed at other sites.

o The Erosion Control Lump Sum Item also includes any necessary erosion control measures, such as silt fence or straw bales/wattles, as needed.

6.1 Technical Specifications

This project makes use of Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP- 24). FP-24 is included by reference only and can be found on the internet at the following website:

https://highways.dot.gov/federal-lands/specs/fp-24.

12363N26Q4194 NFSR 187 REPAIRS Page 13 of 107 https://highways.dot.gov/federal-lands/specs/fp-24

In addition to FP-24 specifications, the U.S. Forest Service has Supplemental Specifications (FSSS) that include additions and revisions to FP-24. The following FSSS are a part of this solicitation and any resulting contract and are included in Attachment 3:

FSSS NO. DESCRIPTION

PREFACE

101 TERMS, FORMAT, AND DEFINITIONS

102 BID, AWARD, AND EXECUTION OF CONTRACT

103 SCOPE OF WORK

104 CONTROL OF WORK

105 CONTROL OF MATERIAL

106 ACCEPTANCE OF WORK

108 PROSECUTION AND PROGRESS

109 MEASUREMENT AND PAYMENT

155 SCHEDULES FOR CONSTRUCTION CONTRACTS

157 SOIL EROSION AND SEDIMENT CONTROL

201 CLEARING AND GRUBBING

203 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

204 EXCAVATION AND EMBANKMENT

209 STRUCTURE EXCAVATION AND BACKFILL

255 MECHANICALLY STABILIZED EARTH WALLS

301 UNTREATED AGGREGATE COURSES

302 CRUSHED AGGREGATE

626 TURF ESTABLISHMENT

633 PERMANENT TRAFFIC CONTROL

6.2 Project Plans

• NFSR 187 Repairs The following plans are associated with this project (Please refer to Attachment 4):

SHEET NO. DESCRIPTION

1 COVER & SIGNATURE SHEET

2 VICINITY MAP

3 SUMMARY OF QUANTITIES

4 SCHEDULE OF ITEMS

5 GENERAL NOTES

6 CULVERT INSTALLATION SCHEDULE (1 OF 3)

7 CULVERT INSTALLATION SCHEDULE (2 OF 3)

8 CULVERT INSTALLATION SCHEDULE (3 OF 3)

9 ROAD SECTION TYPICALS

10 CULVERT ALIGNMENT DETAILS

11 CULVERT INSTALLATION DETAILS

12 CMP BAND DETAILS

13 CMP OUTLET PROTECTION DETAILS

14 CMP INLET PROTECTION DETAILS

15 ROLLING DIP DETAILS

16 EROSION CONTROL DETAILS

17 TEMPORARY TRAFFIC CONTROL DETAILS

18 MP 4.059 EXISTING SITE CONDITIONS

19 MP 4.059 SITE PLAN

20 MP 4.059 X-SECTIONS AND DETAILS

21 MP 8.714 EXISTING SITE CONDITIONS

12363N26Q4194 NFSR 187 REPAIRS Page 14 of 107

22 MP 8.714 SITE PLAN

23 MP 8.714 X-SECTIONS AND DETAILS

24 MP 8.994 & 9.004 EXISTING SITE CONDITIONS

25 MP 8.994 & 9.004 SITE PLAN

26 MP 8.994 & 9.004 X-SECTIONS AND DETAILS

27 MP 9.075 EXISTING SITE CONDITIONS

28 MP 9.075 SITE PLAN

29 MP 9.075 X-SECTIONS AND DETAILS

30 MP 9.932 EXISTING SITE CONDITIONS

31 MP 9.932 SITE PLAN

32 MP 9.932 X-SECTIONS AND DETAILS

33 MP 11.389 EXISTING SITE CONDITIONS

34 MP 11.389 SITE PLAN

35 MP 11.389 X-SECTIONS AND MSE WALL DETAILS

36 MP 11.389 MSE WALL DETAILS CONT.

37 MP 13.820 EXISTING SITE CONDITIONS

38 MP 13.820 SITE PLAN

39 MP 13.820 X-SECTIONS AND DETAILS

40 MP 15.870, 15.889, 15.906 EXISTING SITE CONDITIONS

41 MP 15.870, 15.889, 15.906 SITE PLAN

42 MP 15.870 X-SECTIONS AND DETAILS

43 MP 15.889 X-SECTIONS AND DETAILS

44 MP 15.906 X-SECTIONS AND DETAILS

6.3 Operational Hours

The contractor is responsible for performing work between the hours of 6 a.m. to 6 p.m. Eastern Daylight Time, Monday through Friday, except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. Work outside of these hours or circumstances must be approved in writing by the CO in advance. The contractor shall always maintain an adequate workforce for the uninterrupted performance of all tasks defined within this Statement of Work when the Government facility is not closed for the above reasons.

• Federal Holidays

1. New Year’s Day – January 1st

2. Martin Luther King Junior’s Birthday – Third Monday in January

3. President’s Day – Third Monday in February

4. Memorial Day – Last Monday in May

5. Juneteenth – June 19th

6. Independence Day – July 4th

7. Labor Day – First Monday in September

8. Columbus Day – Second Monday in October

9. Veteran’s Day – November 11th

10. Thanksgiving Day – Fourth Thursday in November

11. Christmas Day – December 25th

6.4 Period of Performance

The project period of performance is 12 months from the date of issuance of the Notice to Proceed by the CO. By submitting a response to this Request for Quotations (RFQ), the offeror is affirming their capability to accomplish the work stated within this Statement of Work and associated attachments within this stated period. If the Offeror believes the work included in this Statement of Work cannot be accomplished within this period of performance, they should submit a statement explaining to the CO their reasons and justifications for a different period of performance and identify what that performance period would be as it relates to their proposal.

12363N26Q4194 NFSR 187 REPAIRS Page 15 of 107

6.5 Submittals

The Contractor is responsible for and shall submit, at a minimum, all submittal items listed below as well as within the plans, FP-24 Specifications, and FSSS.

• Construction Schedule

• Survey Staking Plan/Schedule

• Safety and Fire Plan

• Erosion Control Plan

• Temporary Traffic Control Plan

• Dewatering Plan(s)

• Hazardous Spill Plan

• Quality Control Plan

• Utility Locate Confirmation

• PE Stamped MSE Wall Design

• Materials Submittals o Aggregate and 3” Clean Stone o Riprap (Class 1,3,7) o Turf Establishment-Hydroseed Mix and Coir-700 Matting o Wattles and any other erosion control expected o Corrugated Metal Pipe, CMP Bands & Gaskets

6.6 Construction Schedule

A detailed construction schedule shall be prepared by the contractor and furnished to the Contracting Officer’s Representative (COR) within 10 business days after the notice to proceed is issued, which incorporates the tasks and phases of the project. The schedule shall be by individual tasks, show the critical path, early start dates, late start dates and the task duration.

6.7 Contractor’s Key Personnel

The awarded contractor shall identify their key personnel assigned to the project and provide written delegated authority citing their role(s), responsibilities, and authorities. Roles such as Project Manager, Superintendent, Inspector, Quality Control Personnel, Site Safety Manager, and subcontractors/skilled personnel necessary to perform contract requirements and expectations, should be clarified to the CO. All project work shall be directly supervised by the prime contractor at all times, and a designated representative shall be present for all work operations.

6.8 Government Furnished

The Government will provide review of all submittals in a timely manner. The CO, Contracting Officer’s Representative (COR) and Government Technical Monitor (GTM) will be the Contractor’s points of contact for anything related to this project.

6.9 Construction Staging

Upon concurrence from the Contracting Officer or Contracting Officer’s Representative, certain areas on the Forest may be used on a case-by-case basis for storage of equipment and/or materials during active construction and/or maintenance periods. The Contractor shall be responsible for protection of items stored on Government property and shall ensure adequate safety measures are maintained at such sites.

6.10 Pre-Construction Meeting

A. Government will schedule a meeting after Notice of Award.

B. Attendance Required:

1. Contracting Officer (CO)

2. Contracting Officer’s Representative (COR)

3. Contractor and Subcontractors

4. Inspector

12363N26Q4194 NFSR 187 REPAIRS Page 16 of 107

C. Agenda:

1. Execution of Government-Contractor Agreement.

2. Distribution and discussion of Contract Documents.

3. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule.

4. Designation of personnel representing the parties to Contract, Contractor, and Government.

5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

6. Questions and answers related to the contract and/or the project requirements.

6.11 Payment Provisions

The government will make progress payments monthly when properly invoiced. Progress payments will not be processed until the government has reviewed and accepted the contractor’s pre-bill submittals.

6.12 Quality Control

The contractor shall provide and maintain a quality control system that will ensure all services, supplies, technical accuracy, completeness, and construction work required under this contract conforms to the contract requirements. This includes all the sampling, inspection, and testing required to complete all tasks. The contractor shall revise/correct any errors or deficiencies that occur during the project duration that are a direct result of contractor negligence at no cost to the government.

Prior to submission of any documents required by this contract, the contractor’s Quality Control individual shall review and ensure the submittals are accurate and in compliance with the contract.

6.13 Personal Protective Equipment (PPE)

The contractor will train all employees in the safe operation and use of equipment that is to be used in the performance of this contract. Personal protective equipment, including personal protective equipment for eyes, face, head, hands, and extremities shall be provided, used, and maintained in a sanitary and reliable condition wherever it is necessary by reason of hazards or processes encountered in a manner capable of causing injury or impairment in the function of any part of the body.

Defective or damaged personal protective equipment shall not be used. The contractor shall ensure that each employee wears foot protection that provides adequate traction, ankle support, and enclosed toe area.

The contractor shall provide, at no cost to the employee, and ensure that each employee who works in an area where there is potential for head injury from falling objects or flying objects, wears a hard hat that meets the minimum requirements of American National Standards Institute (ANSI) standard Z89.1-1997.

The contractor shall provide, at no cost to the employee, eye protection where there is potential for eye injury due to flying objects. This eye protection must meet the minimum requirements of ANSI standard Z87.1-2003.

The contractor shall provide, at no cost to the employee, hearing protection where there is potential for hearing loss due to high intensity noise.

6.14 Basic First Aid

Basic first aid supplies shall be maintained, available and under the charge of the person using motorized equipment.

The supplies shall include supplies that are commonly found in a standard First Aid Kit, such as the type found for camping use or carried in motor vehicle.

6.15 Safety

Before work commences the Contractor shall present a Safety Plan that addresses the hazards associated with the requirements of the project and per OSHA standards.

12363N26Q4194 NFSR 187 REPAIRS Page 17 of 107

6.16 Landscape Preservation

The Contractor shall confine operations to within the clearing limits or other areas designated in the contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits.

Material, which falls outside of these limits, shall be retrieved, disposed of, or incorporated in the work as directed by the Contracting Officer.

Operations shall be scheduled and conducted to minimize erosion of soil and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (streams, creeks, etc.).

Pollutants such as fuels, lubricants, bitumen, raw sewage, and other harmful materials shall not be discharged into or near rivers, streams, and impoundments or into natural or manmade channels leading thereto. Wash water or wastewater from concrete or aggregate operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

Mechanized equipment shall not be operated in live streams without written approval by the Contracting Officer.

6.17 Loss, Damage, or Destruction

(a) Equipment furnished with operator. The Government shall not be liable for loss, damage, or destruction of equipment furnished under this contract except for such loss, damage, or destruction resulting from the negligent or wrongful act(s) of Government employee(s) while acting within the scope of their employment. All claims arising under this clause will be submitted to the Contracting Officer.

6.18 Control of Noxious Weeds

To prevent the introduction and control the spread of seeds of noxious weeds onto and around National Forest land, the Contractor shall ensure all equipment moved onto National Forest land is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. The contractor shall notify the CO and Contracting Officer’s Representative (COR) a minimum of ten (10) business days in advance of equipment arrival. Government inspection is required before any unloading of equipment. The Contractor shall certify their compliance with this requirement in writing. All contractor’s vehicles and equipment inspections shall be done prior to entrance into the National Forest.

6.19 Temporary Facilities

Any temporary facilities needed during project construction (portable toilets, tanks, storage containments, etc.) shall be stored at designated locations approved by the Contracting Officer’s Representative. After the conclusion of the project, all temporary facilities and components shall be completely removed.

6.20 Construction Tolerances

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.

6.21 Final Cleanup

Before final acceptance of the project, all areas occupied by the Contractor in connection with the work shall be cleaned of all contractor’s rubbish, excess materials, temporary structures, equipment, tools, and all parts of the work area shall be left in a neat and presentable condition.

Attachments Schedule of Items – NFSR 187 Repairs Work List – NFSR 187 Repairs Forest Service Supplemental Specifications (FSSS) Project Plans – NFSR 187 Repairs Culvert Schedule – NFSR 187 Repairs

12363N26Q4194 NFSR 187 REPAIRS Page 18 of 107

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15101 15201 15701 15705 20102 20213 20301.19 20301.19a 20401 20425 20703 25106.01 25106.03 25106. 07 25701 30202 30210 30301 60201.08 60201.10 60201.11 60202.07 60201.12 60201.14 60202.10 60201.16 60201.17 62510 63308 63501 62201 LSQ LSQ LSQ LF MILE MILE EACH EACH CY LF SY TON TON TON SF TON TON MI LF LF LF LF LF LF LF LF LF ACRE EA LSQ HR Yes Yes Yes YES Yes Yes Yes Yes Yes Yes Yes AQ AQ AQ Yes Yes AQ Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

BMP EMP

0 17.260 ALL ALL ALL 17.260 17.260 18000 17.260 ALL

0.218

12 1 5 5 10 34 0.05

Shift culvert location down road 55ft to MP 0.208 and skew 30 deg.

Recondition ditch to direct flow from small cut slope drainage into ditchline - incidental to roadway reconditioning.

Excavate catch basin in new culvert location.

Turf Establishment as needed.

Install Type 1 outlet protection.

0.669

12 5 5 10 28 0.02

Install new culvert in line with/parallel to ditchline to run under NFSR 4093.

Excavate catch basin in new culvert location.

Turf Establishment as needed.

Install Type 1 outlet protection.

1.007 12 1 5 10 32 0.01

Install new culvert at same skew as existing.

Turf Establishment as needed.

Install Type 1 outlet protection.

1.023

12 1 5 5 10 40 0.02 Install new culvert at same skew as existing. Shift inlet location back toward road from existing location approx. 5ft.

Reshape/excavate catch basin as needed.

Turf Establishment as needed.

Install…