1240BH23R0005 RC IDIQ Amendment 01.pdf

(x)

1240BH23R0005

x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

40BH

PORTLAND OR 97204-2829

STE 310

1220 SW 3RD AVE

USDA-FS CSA NORTHWEST 6

1240BH23R000506/26/2023

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

06/01/2023

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

1240BH23R0005 ROAD CONSTRUCTION IDIQ Amendment 01 is to address multiple items and includes extending the solicitation closing date to 7/7/2023 0900 PT. Please see attached for additional details.

Period of Performance: 08/15/2023 to 08/15/2028

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

JUSTIN C. HOLDER

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

1240BH23R0005 ROAD CONSTRUCTION IDIQ

AMENDMENT 01

In this amendment you will find the following:

SF-30 Amendment 01 Cover page

Amendment 01 List of Items

Amendment 01 Questions and Answers

Gifford Pinchot (GP) Seed Task Order #1 – FR 90 Repair – Cover Page and

Statement of Work (SOW) o Replace original GP TO#1 SOW with attached

GP Seed Task Order #2 – Purcell Creek Culvert Replacement – Cover Page, SOI, SOW, Plans, and Specifications.

o Replace original GP TO #2 SOI, SOW, Plans, and Specifications with the attached

Olympic Seed Task Order #1- Matheny Creek Culvert Replacement- Cover

Page and SOW o Replace original Olympic TO #1 SOW with attached

Olympic Seed Task Order #2 – FR 29 Culvert Replacement - Cover Page and

SOW

o Replace original Olympic TO #2 SOW with the attached

1240BH23R0005 ROAD CONSTRUCTION IDIQ

AMENDMENT 01 – QUESTIONS AND ANSWERS SECTION

Question 1: In reference to , “Sheet 4: Estimate of Quantities, Pay Item 20412 Select Borrow, 2,974 Cubic Yards , Commercial Source”, we are wondering if this pay item will be measured and paid for as spelled out in the IDIQ Base Contract? We have included the direct quotes from the contract for context.

As a reference, in the Base IDIQ Contract here is Note 3: “When a commercial source for rock or embankment material is noted, the material will need to be obtained from a certified weed-free commercial source. Submit scale tickets for any material from CO approved commercial source. Weight slips shall be signed by the scale operator or signed by the service provider if the slip is electronically produced.” Also from the original IDIQ Reference 832.04 states, “832.04 Measurement, Measurement under this Section will be made by the total number of units for each completed and accepted item listed in the Schedule of Items.

Material excavated when benching for embankments is incidental. CUBIC YARD:

Government material quantities will be the number of cubic yards measured in place. Commercial quantities will be verified from weight slips from the source using a conversion determined by the Contracting Officer. Weight slips shall be signed by the scale operator or signed by the service provider if the slip is electronically produced. As a recap, will Note 3 ( listed above) and Reference

832.04 (listed above) be enforced? Pay item 20412 is being converted to

TONS.

Answer 1: Load Tickets from a commercial source are required regardless if pay item is CY’s or Tons. Pay Item 20412 will be paid as a Contract Quantity by CY.

Question 2: In reference to, “Sheet 4 Estimate Of Quantities, Pay Item 20412, Select Borrow,2,975 Cubic Yards Commercial Source. Pay Item 20401 Roadway Excavation 3,270, Cubic Yards”. We would like clarification on what exactly is required for these Pay Items (as listed above), is this to be interpreted as the contractor is to excavate 3,270 cubic yards of waste and haul out to a waste site and then import 2,975 Cubic Yards of IN Spec Select Borrow from a Commercial Source with Certified Weight TICKETS plus layer it between the geogrid fabric up to subgrade elevations?

Answer 2: Pay Item 20412 is for placement and compaction of commercial source select borrow. Pay Item 20401 is for excavating roadway to depth and reuse of suitable material. Yes all suitable material needs to be placed within geogrid layers. All unsuitable needs to be hauled to Waste Site.

Question 3: Referencing Question 2, In the government’s opinion, is there any way a contractor could potentially unintentionally interpret the requirements as just digging the waste out of the hole and then reinstalling the waste between the geogrid fabric up to subgrade elevations as well as not provide the government with weight tickets and expect the government to pay the contractor as if the 2,975 Cubic Yards was really spec rock from a Commercial Source?

Answer 3: No. Weight tickets from commercial source are required.

Question 4: Will there be a pre-bid meeting?

Answer 4: Yes. The pre-bid meeting will take place virtually via Microsoft TEAMS on Wednesday, June 28, 2023 at 1130 PT. Immediately following the pre-bid meeting will be an in-person site visit of Purcell (GP Seed Task Order #2. If you wish to attend both, you can meet at the Cowlitz Valley Ranger District (10024 US Highway 12 Randle, WA 98377) prior to the 1130 PT pre-bid meeting taking place.

See Pre-bid Meeting Details Below:

Microsoft Teams meeting

Join on your computer, mobile app or room device

Click here to join the meeting

Meeting ID: 224 257 226 816 Passcode: YdTmG5

Download Teams | Join on the web

Or call in (audio only)

+1 202-650-0123,,914701299# United States, Washington DC

Phone Conference ID: 914 701 299#

Find a local number | Reset PIN

Learn More | Meeting options

Note: If you are unable to utilize this TEAMS meeting link please email Stevonne.fuller@usda.gov no later than COB 6/27/2023.

https://teams.microsoft.com/l/meetup-join/19%3ameeting_MzM2NDE5MTUtZWYwNy00MzEwLTlkNWEtNzdmM2U3Mjg3NjFk%40thread.v2/0?context=%7b%22Tid%22%3a%22ed5b36e7-01ee-4ebc-867e-e03cfa0d4697%22%2c%22Oid%22%3a%22e23d7c61-e832-45ab-921c-a241f245a84b%22%7d https://www.microsoft.com/en-us/microsoft-teams/download-app https://www.microsoft.com/microsoft-teams/join-a-meeting tel:+12026500123,,914701299#%20 https://dialin.teams.microsoft.com/51464f95-f774-44ee-8bbc-6dd420ce7951?id=914701299 https://dialin.teams.microsoft.com/usp/pstnconferencing https://aka.ms/JoinTeamsMeeting https://teams.microsoft.com/meetingOptions/?organizerId=e23d7c61-e832-45ab-921c-a241f245a84b&tenantId=ed5b36e7-01ee-4ebc-867e-e03cfa0d4697&threadId=19_meeting_MzM2NDE5MTUtZWYwNy00MzEwLTlkNWEtNzdmM2U3Mjg3NjFk@thread.v2&messageId=0&language=en-US mailto:Stevonne.fuller@usda.gov

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

USDA-FS CSA NORTHWEST 6

1220 SW 3RD AVE

STE 310

PORTLAND OR 97204-2829

40BH

Email submissions only.

Refer to IDIQ Solicitation

STEVONNE FULLER

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

1x 06/01/2023

1240BH23R0005

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

RFP 1240BH23R0005

Gifford Pinchot and Olympic National Forest Road Construction Indefinte Delivery and

Indefinite Quantity (IDIQ) Contract.

Gifford Pinchot Seed Task Order #1 - Forest Road 90.

THIS IS A SMALL BUSINESS SET-ASIDE PROJECT. OFFERS RECEIVED FROM OTHER THAN SMALL

BUSINESSES WILL BE REJECTED.

* Blocks 11, 12 & 13B: See elsewhere herein for detailed information.

11. The Contractor shall begin performance

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.)

calendar days and complete it within __10______________ ____365____________ 0 calendar days after receiving

07/07/2023

NSN 7540-01-155-3212

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. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

For this Task Order

For this Task Order x sfelton Highlight sfelton Highlight

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

2PAGE OF

USDA-FS CSA NORTHWEST 6

1220 SW 3RD AVE

STE 310

PORTLAND OR 97204-2829

40BH

JUSTIN C. HOLDER

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, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

Project Name: FR 90 RD – Seed Task Order Page 1

Table of Contents

PART I – THE SCHEDULE

SECTION A—PROJECT GENERAL INFORMATION

A.1 CONTACT INFORMATION:

A.2 THE GOVERNMENT REQUIRES THE PERFORMANCE OF THE WORK DESCRIBED

IN THESE DOCUMENTS

PART I – SCHEDULE OF ITEMS

SECTION B – SUPPLIES, SERVICES, AND PRICES

B.1 SCHEDULE OF ITEMS

SCHEDULE NOTES:

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 SCOPE OF CONTRACT

C.2 PROJECT LOCATION

C.3 MAGNITUDE OF CONSTRUCTION PROJECT

C.7 APPLICABLE SPECIFICATIONS

C-8 SUBMITTALS

C-9 PRODUCTS SAMPLES AND/OR SUBMITTALS ............... Error! Bookmark not defined.

C.21 TECHNICAL SPECIFICATIONS

SECTION D--PACKAGING AND MARKING

SECTION E--INSPECTION AND ACCEPTANCE ......................................... Error! Bookmark not defined.

SECTION F--DELIVERIES OR PERFORMANCE

F.2 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984)

F.4 OTHER REQUIREMENTS

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 CLAUSES

G.2 GOVERNMENT-FURNISHED PROPERTY

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 SUPPLEMENTAL INFORMATION

H.5 LANDSCAPE PRESERVATION – SPILL PREVENTION

H.6 EROSION CONTROL AND POLLUTION ........................... Error! Bookmark not defined.

H.12 SPECIAL EQUIPMENT CLEANING REQUIREMENTS

H.14 USE OF PREMISES

H.18 FISH REQUIREMENTS

H.19 DEWATERING AND REWATERING

H.20 HEAVY EQUIPMENT

H.21 OTHER REQUIREMENTS

PART II--CONTRACT CLAUSES

Project Name: FR 90 RD – Seed Task Order Page 2

SECTION I--CONTRACT CLAUSES

I.1 CLAUSES

PART III--LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J--LIST OF ATTACHMENTS

J.1 ATTACHMENTS

PART IV--REPRESENTATIONS AND INSTRUCTIONS

SECTION K--REPRESENTATIONS, CERTIFICATIONS, AND

OTHER STATEMENTS OF OFFERORS OR RESPONDENTS

SECTION L--INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR RESPONDENTS . 24

SECTION M--EVALUATION FACTORS FOR AWARD

M.1 PROVISIONS

M.2 PROPOSAL EVALUATION

Project Name: FR 90 RD – Seed Task Order Page 3

PART I – THE SCHEDULE

SECTION A—PROJECT GENERAL INFORMATION

A.1 CONTACT INFORMATION:

Sarah Rockey 360-497-1113 COR Telephone No.

Melissa Jolley 509-310-3117 Technical Contact Telephone No.

A.2 THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE

DOCUMENTS

FY23 Forest Road 90 Roadway Repairs Gifford Pinchot National Forest Mount St Helens National Volcanic Monument Skamania County, Washington

Project Name: FR 90 RD – Seed Task Order Page 4

PART I – SCHEDULE OF ITEMS

SECTION B – SUPPLIES, SERVICES AND PRICES

B.1 SCHEDULE OF ITEMS

Contract Line-Item No. 0001 FR 90; MP 5.6, 5.8, 7.0, 8.8, 14.1B (Base)

Item No. Description Pay Unit Est Qty Unit Price Total Price

15101 Mobilization Lump Sum All $ $

15201 Construction Survey and Staking Method 1 Lump Sum All $ $

15401 Contractor Testing Lump Sum All $ $

15713 Soil Erosion and Pollution Control Lump Sum All $ $

15761 Dewatering Structure Each 2 $ $

20101 Clearing And Grubbing, Disposal Method F, Compaction Method N/A Lump Sum ALL $ $

20302 Removal of Corrugated Metal Pipe, Disposal Method A, Compaction Method B Each 2 $ $

20304 Removal of Existing Asphalt, Disposal Method A

Square Yard* 3080.0 $ $

20401 Roadway Excavation, Compaction Method B, Tolerance Class D Cubic Yard* 3270 $ $

20412 Select Borrow, Compaction Method B Cubic Yard* 2975 $ $

25104 Keyed Riprap, Class 2 Cubic Yard* 10 $ $

30201 Aggregate Base, Method 2 Cubic Yard* 1368 $ $

40304 Asphalt Concrete, Washington State DOT, Type II Ton* 672.00 $ $

60201 24-Inch Pipe Culvert, Aluminized Steel, Gage 16, Compaction Method B Foot* 112 $ $

60501 Standard Underdrain System Foot* 856 $ $

60705 Removing, Cleaning, and Resetting Spillway Culvert Pipe Each 1 $ $

62552 Seeding and Mulching, Dry Method Lump Sum ALL $ $

63309 Remove and Reset Sign Each 3 $ $

63401A Pavement Marking, Type B, Yellow Foot* 2234

63401B Pavement Marking, Type B, White Foot* 2234

63501 Temporary Traffic Control Lump Sum All

Total Cost $ *Denotes Contract Quantity

Project Name: FR 90 RD – Seed Task Order Page 5

Contract Line-Item No. 0002

FR 90; MP 7.6 (Option 1)

Item No. Description Pay Unit Est Qty Unit Price Total Price

15101 Mobilization Lump Sum All $ $

15201 Construction Survey and Staking Method 1 Lump Sum All $ $

15401 Contractor Testing Lump Sum All $ $

15713 Soil Erosion and Pollution Control Lump Sum All $ $

15761 Dewatering Structure Each 1 $ $

20101 Clearing and Grubbing, Disposal Method F, Compaction Method N/A Lump Sum ALL $ $

20302 Removal of Corrugated Metal Pipe, Disposal Method A, Compaction Method B

Each 2 $ $

20304 Removal of Existing Asphalt, Disposal Method A Square Yard* 728.0 $ $

20401 Roadway Excavation, Compaction Method B, Tolerance Class D Cubic Yard* 780 $ $

20412 Select Borrow, Compaction Method B Cubic Yard* 828 $ $

25104 Keyed Riprap, Class 2 Cubic Yard* 2 $ $

30207 Aggregate Base, Method 2 Cubic Yard* 324 $ $

40304 Asphalt Concrete, Washington State DOT, Type II Ton* 158.00 $ $

60201 24-Inch Pipe Culvert, Aluminized Steel, Gage 16, Compaction Method B Foot* 104 $ $

60501 Standard Underdrain System Foot* 251 $ $

60705 Removing, Cleaning and Resetting Spillway Culvert Pipe Each 2 $ $

62552 Seeding And Mulching, Dry Method Lump Sum ALL $ $

63309 Remove and Reset Sign Each 1 $ $

63401A Pavement Marking, Type B, Yellow Foot* 534 $ $

63401B Pavement Marking, Type B, White Foot* 534 $ $

63501 Temporary Traffic Control Lump Sum ALL $ $

Total Cost $

Project Name: FR 90 RD – Seed Task Order Page 6

Contract Line-Item No. 0002 Cont.

FR 90; MP 4.7 (Option 2)

15101 Mobilization Lump Sum All $ $

15201 Construction Survey and Staking Method 1 Lump Sum All $ $

15401 Contractor Testing Lump Sum All $ $

15713 Soil Erosion and Pollution Control Lump Sum All $ $

20101 Clearing And Grubbing, Disposal Method F, Compaction Method N/A Lump Sum All $ $

20304 Removal Of Existing Asphalt, Disposal Method A Square Yard* 298.0 $ $

20401 Roadway Excavation, Compaction Method B, Tolerance Class D Cubic Yard* 290 $ $

20412 Select Borrow, Compaction Method B Cubic Yard* 178 $ $

25104 Keyed Riprap, Class 2 Cubic Yard* 1 $ $

30207 Aggregate Base, Method 2 Cubic Yard* 246 $ $

40304 Asphalt Concrete, Washington State DOT, Type II Ton* 65.00 $ $

60501 Standard Underdrain System Foot* 95 $ $

61705 Replacement Guardrail, Type 1, Class B Foot* 50 $ $

61707 Remove And Reset Guardrail Foot* 382 $ $

62552 Seeding And Mulching, Dry Method Lump Sum All $ $

63401A Pavement Marking, Type B, Yellow Foot* 218 $ $

63401B Pavement Marking, Type B, White Foot* 218 $ $

63501 Temporary Traffic Control Lump Sum All $ $

Total

Total Total Price

Base Item Total $

Option 1 Total $

Option 2 Total $

Total (add all 3 lines) $

Project Name: FR 90 RD – Seed Task Order Page 7

SCHEDULE NOTES:

1. See Project Submittals FSSS 153.07 for all items that are incidental to Pay Item(s).

2. All volume unit pay items are measured in-place. All reference to quantities of excavated materials, backfill and embankment materials refer to original (prior to excavation) volumes.

3. Items labeled as optional are not required to be exercised by the government. If exercised, the contractor will be required to perform the optional work in accordance with the terms and conditions of this contract.

4. One award will be made from this solicitation, contractors must submit pricing for all items.

5. Pay Item 15101 Mobilization: Includes fire protection and equipment cleaning. A two-day notice is required to USFS for equipment inspections. Road construction equipment operating in known areas of noxious weed infestations shall be cleaned prior to leaving the area.

6. Pay Item 15201 Construction survey and staking: Tolerance and precision class in accordance with FSSS Table 152-1, Schedule A.

7. Pay Item 20101 Clearing and grubbing: Remove all trees, brush, downed timber, and other vegetation that are within the clearing and grubbing limits. Limb to 20' above traveled way surface. Grub deep enough to remove stumps, roots, buried logs, moss, turf, or other vegetative debris. Grub pits, channel changes and ditches within clearing and grubbing limits.

8. Pay Item 20302 Removal of corrugated metal pipe: Includes excavation to remove culvert. Remove existing culvert and dispose off forest. Culvert replacements that have a centerline depth of 6' or greater requires approval of excavation and foundation by Contracting Officer prior to backfilling.

9. Pay Item 20304 Removal of existing asphalt: Remove existing asphalt and dispose off forest.

10. Pay Item 20401 Roadway excavation: Compact in 12" lifts. Geogrid, category 4, layered every 1' is required for all repairs deeper than 1' and is incidental to this pay item. Refer to FP-14 Section 207 Earthwork Geosynthetics for specifications on geogrid material.

11. Pay Item 20412 Select borrow: Commercial source.

12. Pay Item 25104 Keyed riprap: Commercial source.

13. Pay Item 30201 Aggregate base: Commercial source; WASH DOT base. Submit gradation certification to Contracting Officer at least 14 days prior to intended use.

14. Pay Item 40304 Asphalt concrete: Commercial source. Place asphalt in 2" compacted lifts. 1/2" dense graded HMAC, seal edges of cut with emulsified asphalt and blot with fine sand. Asphalt subgrade approval is required by Contracting Officer prior to pouring asphalt concrete. Tack coat required on full surface between existing road surface and new asphalt.

15. Pay Item 60201 Pipe culvert: Commercial source includes all bands, gaskets, and necessary hardware.

Submit culvert material certification to Contracting Officer for approval at least 7 days prior to intended use. Tolerance IAW FP-14 Section 152 Table 152-1.

16. Pay Item 60705 Removing, cleaning, and resetting spillway culvert pipe: Do not damage culvert.

17. Pay Item 62552 Seeding and mulching: Government furnished seed. Commercial source weed free mulch. Submit weed-free mulch certification to Contracting Officer for approval prior to intended use.

Seed and mulch all disturbed areas.

18. Pay Item 63501 Temporary traffic control: Submit a Temporary Traffic Control Plan to the Contracting Officer for approval at least 30 days prior to intended use. Provide temporary traffic control in accordance with the most recent edition of the "Manual for Uniform Traffic Control Devices". Any temporary closures require a 10-day advanced notice to USFS and approval by Contracting Officer.

Project Name: FR 90 RD – Seed Task Order Page 8

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

(The Below Clauses and Terms are Supplemental to the Base IDIQ)

C.1 DESCRIPTION OF WORK

The project consists of the following major items of work as Base Bid Items:

1. MP 5.6 - 204' long full asphalt replacement with a 65' Long full width 6' Deep - deep patch repair, and a 24" culvert replacement. Work involves clearing and grubbing, removal of existing asphalt, stabilization geogrid placement, installation of underdrain system, culvert replacement, riprap placement, select borrow, and asphalt resurfacing and striping.

2. MP 5.8 - 165' long full asphalt replacement with a 155' Long 3/4 width 4' Deep - deep patch repair.

Work involves clearing and grubbing, removal of existing asphalt, stabilization geogrid placement, installation of underdrain system, riprap placement, select borrow, and asphalt resurfacing and striping.

3. MP 7.0 - 168' long full asphalt replacement with a 55' Long half width 5' Deep - deep patch repair and a 100' Long 3/4 width 6' Deep - deep patch repair. Work involves clearing and grubbing, removal of existing asphalt, stabilization geogrid placement, installation of underdrain system, riprap placement, select borrow, asphalt resurfacing and striping, and resetting signs.

4. MP 8.8 - 280' long full asphalt replacement with an 85' Long full width 6' Deep - deep patch repair, a 156' Long 3/4 width 6' Deep - deep patch repair, and a 24" culvert replacement. Work involves clearing and grubbing, removal of existing asphalt, stabilization geogrid placement, installation of underdrain system, culvert replacement, spillway resetting, riprap placement, select borrow, asphalt resurfacing and striping, and resetting sign.

5. MP 14.1B - 280' long full asphalt replacement with a 53' Long half width 4' Deep - deep patch repair, a 20' Long full width 4' Deep - deep patch repair, and a 177' Long full width 2' Deep - deep patch repair. Work involves clearing and grubbing, removal of existing asphalt, stabilization geogrid placement, installation of underdrain system, riprap placement, select borrow, and asphalt resurfacing and striping.

The project consists of the following major items of work as Option Items:

1. MP 7.6 - 251' long full asphalt replacement with a 165' Long half width 4' Deep - deep patch repair, a 96' Long 3/4 width 6' Deep - deep patch repair, reset a culvert, and a 24" culvert replacement. Work involves clearing and grubbing, removal of existing asphalt, stabilization geogrid placement, installation of underdrain system, culvert replacements, spillway resetting, riprap placement, select borrow, asphalt resurfacing and striping, and resetting sign.

2. MP 4.7 - 105' long full asphalt replacement with a 95' Long half width 4' Deep - deep patch repair. Work involves clearing and grubbing, removal of existing asphalt, stabilization geogrid placement, installation of underdrain system, riprap placement, select borrow, asphalt resurfacing and striping, and guardrail reset and replace.

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C.2 PROJECT LOCATION

The project is located on the Gifford Pinchot National Forest, on Forest Road 9000000 between Milepost (MP) 4.6 and 14.2 in multiple locations. Located in Skamania County, Washington.

C.3 MAGNITUDE OF CONSTRUCTION PROJECT

The estimated price of construction is: Between $1,000,000 and $5,000,000.

C.4 PROSECUTION OF WORK

1. General:

The contractor shall conduct activities so that interference with the public is kept to a minimum.

Forest Road 9000000 is used for not only recreational access but also by residents and emergency services.

For daytime work: delays may not exceed 30 minutes at any one time followed by an open period of no less than 10 minutes. Radio communications are required with the Swift reservoir fish transport truck for any road delays M-F from 6 a.m. to noon. This is to ensure the fish are not loaded into the truck until just before a road opening period.

For nighttime work: a full, and continuous, road closure from 9:00 p.m. to 4:00 a.m. is allowed between MP 4.6 and MP 14.2. This nighttime work is authorized to start on a Sunday night at 9pm, or finish on a Friday morning at 4am.

The road must be open, and unrestricted in both directions, from Friday night through Sunday evening.

2. Timing Restrictions:

Spotted Owl restrictions: MP 5.6 and 5.8 have Spotted Owl work restrictions. From 03/1-07/15 short-term non-heavy equipment road work is allowed for up to five continuous hours once a day.

Unrestricted road work can occur from 07/16 to 02/28. Asphalt grinding is not deemed heavy equipment road work. Excavation is deemed heavy equipment road work. All other milepost locations do not have owl restrictions.

Allowable instream work window is from 07/16 to 08/15 and is for wet culvert replacements of the culverts at MP 5.6, MP 8.8 and Optional MP 7.6. If the culverts are dry, no work window restrictions are in place.

3. Transport & Delivery – Use of Roads by Contractor:

The Contractor is authorized to use all roads that are part of the construction project.

Coordinate planned transport and delivery dates with the Contracting Officer and Contracting Officers Representative. The Contractor shall notify the Contracting Officer a minimum of 3 working days before transporting any material.

Traffic Control Plan – Contractor is responsible for submitting a traffic control plan. See C.5 (d) for review requirements. Contractor shall perform no work that interferes or conflicts with traffic or existing access to the roadway surface until the required traffic control management plan is submitted and approved. Contractor shall not proceed with work on the project until all required

Project Name: FR 90 RD – Seed Task Order Page 10 signs and safety devises are in place and approved. During transport on US Forest Service roads, contractor shall provide sufficient traffic control in compliance with MUTCD standards and standard specification sections 156 & 635 in order to control and protect public traffic. Contractor shall be responsible for traffic control during the equipment & material transport on Forest Service land.

Overload Limit & Over-width Permits (As required)- All vehicles and equipment shall not exceed State legal highway loads and widths or posted limits without valid State and Forest Service overload, over-width permits. Forest Service overload permits for this project may be obtained by contacting the Gifford Pinchot National Forest Bridge Program Manager located at Forest Headquarters. See C.5 (e) for review requirements.

Please allow for 3 weeks processing time, overload and over-width vehicle shall not travel on Forest Service roads until the permit has been issued. Permit may be applied for in advance of the post-award conference.

4. Road Closure:

o See section C-4 (1) above for allowable road closure windows.

o Contractor may fill ditch line to provide temporary additional road width to allow traffic around work site. If water is visible or anticipated during construction, proper drainage shall be provided. Cost is considered incidental to temporary traffic control.

o Portable Changeable Message Sign (PCMS) boards will be placed 14 days prior to onsite work and will be removed on the last day of onsite work. PCMS boards will be required at the following locations: First location at FS90 MP 0.0 (or placed at the canal crossing pullout at MP 1.5), Second location at the junction of FS25 and FS90 (or placed on the Pine Creek Visitor Center property), Third location at the junction of Curly Creek Road and FS90. PCMS boards shall be placed behind a barrier or guardrail whenever possible but shall, at a minimum, provide 4 feet of lateral clearance to edge of traveled lane and be delineated by channelization devices.

Contractor will remove PCMS from the clear zone when not in use unless protected by barrier or guardrail. Message boards must meet MUTCD specifications. The contractor is responsible for safety and will be responsible for ensuring the MUTCD standards are met. Example of potential messages: Message one reads “Delays 90 M-F 6am-7pm” 2-3 seconds, Message two “9pm-4am closed 90 Sun-Fri” 2-3 seconds, Message three “Date to Date”.

o Contractor shall at all times be responsible for ensuring that necessary temporary traffic control devices remain in place for the duration of the project work. All temporary signs and barricades shall be removed from the project by the contractor after work is complete and approved by the CO. Removal of signs and barricades shall not occur before CO approval.

C.5 APPLICABLE SPECIFICATIONS AND MATRIAL CETIFICATIONS

1. Applicable Specifications:

References to Standard Specifications in the contract refer to the FOREST SERVICE STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-14.

Sections 100 through 149, and other Standard Specifications, listed on the Specification List, are included in this solicitation by reference only. Specifications not on the list but referenced by other Standard Specifications, shall also be applicable to this document.

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The project Supplemental Specifications are also given on the Specification List but are physically attached in Section J. All requirements contained on the Specification List are hereby made a part of this solicitation and any resultant contract.

2. 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 substitute 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.

C-6 SUBMITTALS

1. General Guidelines for Submittals:

Work requiring submittals shall not begin until submittals have been approved.

Submittals shall include:

Date and Revision Dates.

Project Name and Contract Number.

Names of Contractor, Subcontractor, Supplier, and Manufacturers.

Field Dimensions and Relation to Adjacent Structures.

Contractor's stamp, initialed or signed, certifying review of submittal, verification of field measurement and compliance with contract documents.

Samples:

Physical examples shall illustrate materials, equipment, or workmanship, and establish standards by which completed work shall be judged. Samples shall be of sufficient size and quantity to illustrate the functional characteristics of product or material, with integrally related parts and devices.

Manufacturer's requirements:

Supply manufacturer's catalog sheets or brochures with diagrams, schedules, or performance charts.

Illustrations shall be clearly marked to identify pertinent materials or models, dimensions, and clearances required. Supplement standard drawings to provide information unique to this project.

Approval or Rejection Time Allowance:

Submittals will be reviewed and either approved or rejected within the time designated in the table in section C.5(e). Review time begins from date of receipt by Contracting Officer or COR.

2. Material Certifications, Testing Reports & Other Submittals:

The following submittals of plans, details, specifications, designs, certificates, test reports, samples and test data shall be submitted on this project. See AGAR section 452.236-76 for timely submittal and approval by Contracting Officer.

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Note:

*Requirement for the above submittals to be transmitted to the governement before the Post Award Conference.

Allowalabel time for Governement Approval is in Working Days.

Time to submit to Government is in Calendar Days

C.7 CONSTRUCTION PLANS

Copies of the plans pertinent to this project have been attached in section J.

SECTION D--DELIVERIES OR PERFORMANCE

(Refer to Base IDIQ for Applicable Clauses and Terms)

SECTION E – INSPECTION AND ACCEPTANCE

Title Reference Time to Submit to Govt

# of Copies

Allowable Time for Governement Approval After Receipt by CO

Spill Prevention Control and Countermeasures (SPCC) Plan* Section H.2 14 days after

Award 1 7

Project Work Schedule* FAR 52.236-15 14 days after Award 1 7

Weather-Caused Suspensions of Work Plan* Base IDIQ 14 days after

Award 1 7

Fire Plan* J.1 14 days after Award 1 7

Erosion Control Plan Section H.3 14 days after Award 1 14

Road Oversize/ Overweight Permit(s) 36CFR261.12 & 261.54(c)

21 days before need 1 21

Traffic Control Plan Section C.4 30 days before need 1 30

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SECTION F--DELIVERIES OR PERFORMANCE

F.1 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

(APR 1984)

The Contractor shall be required to (a) commence work under this contract within _30_ calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than August 30th, 2024. The time stated for completion shall include final cleanup of the premises.

Night-time road closures are not allowed during hunting season.

Estimated Dates:

Award/Notice to Proceed: 07/12/2023.

Estimated Post Award Conference: 07/26/2023.

Estimated start work: 08/07/2023.

F.2 OTHER REQUIREMENTS

AGAR 452.236-75 MAXIMUM WORKWEEK – CONSTRUCTION SCHEDULE (NOV 1996)

Within 14 working days after receipt of the notice to proceed, the Contractor must submit the following information in writing for approval:

(a) A proposed schedule as required by FAR clause 52.236-15, Schedules for Construction Contracts, and

(b) The hours (including the daily starting and stopping times) and days of the week the Contractor proposed to carry out the work.

The maximum workweek that will be approved for daytime work is Monday through Friday, 6:00 a.m.

to 7:00 p.m.; with 30-minute delays and a minimum open period of no less than 10 minutes. Any proposed nighttime work can be done with a full, and continuous, road closure from 9:00 p.m. to 4:00 a.m. on Sunday night, Monday night, Tuesday night, Wednesday night or Thursday night. The road must be open, and unrestricted in both directions, from Friday night through Sunday evening.

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SECTION G--CONTRACT ADMINISTRATION DATA

G.1 CLAUSES

452.215-73 POST AWARD CONFERENCE (NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled and held within TBD days after the date of Notice to Proceed The conference will be held via Microsoft Teams.

G.2 GOVERNMENT-FURNISHED PROPERTY

The Government will provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the Contractor in accordance with the provisions of the "Government Property" FAR clause contained elsewhere in the contract:

• Seed

• Waste Sites

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SECTION H--SPECIAL CONTRACT REQUIREMENTS

(The Below Clauses and Terms are Supplemental to the Base IDIQ.)

H.1 SUPPLEMENTAL INFORMATION

Emergency Control:

The Contractor shall conduct operations to minimize disruptions to the public.

No planned disruption of utilities is anticipated.

H.2 EROSION CONTROL MEASURES

Measures may include, but not be limited to:

Install check dams and sediment fences as necessary to minimize the entry of silt-laden water into streams or other water bodies.

Seed and mulch all disturbed areas. Seed to be provided by Forest Service. Certified weed free straw mulch to be provided by contractor, 2 inches thick.

Submit the Erosion Control Plan on or before the date of the post-award conference.

H.3 LANDSCAPE PRESERVATION – SPILL PREVENTION

The Contractor shall prepare a Spill Prevention Control and Countermeasures (SPCC) Plan. Such plan shall meet applicable EPA requirements (40 CFR 112), including certification by a professional engineer registered in Washington State, and shall include the following:

1. Identify a project contact (name, phone number, address) that will be responsible for implementing the SPCC Plan measures.

2. List and describe any hazardous material that would be used at the project site, including:

• procedures for inventory, storage, handling, and monitoring

• notification procedures

• specific clean-up and disposal instructions for different products on site

• proposed methods for disposal of spilled material

• types and amounts of spill containment materials that will be available on-site at all times during project implementation

• employee training for spill containment

H.4 POLLUTION AND EROSION CONTROL

1. Alteration or disturbance of the stream bed, banks, and bank vegetation of the stream shall be minimized and limited to that necessary to construct the project.

2. Implement the following pollution and erosion control measures:

(a) Project Contact: Identify a project contact (name, phone number, address) that will be responsible for implementing pollution and erosion control measures.

(b) List and describe any hazardous material that would be used at the project site, including procedures for inventory, storage, handling, and monitoring; notification procedures; specific

Project Name: FR 90 RD – Seed Task Order Page 16 clean-up and disposal instructions for different products available on the site; proposed methods for disposal of spilled material; and employee training for spill containment.

(c) Temporarily store any waste liquids generated at the staging areas under cover on an impervious surface, such as tarpaulins, until such time they can be properly transported to and treated at an approved facility for treatment of hazardous materials.

(d) Procedures based on best management practices to confine, remove, and dispose of construction waste, including every type of debris, discharge water, concrete, cement, grout, washout facility, welding slag, petroleum product, or other hazardous materials generated, used, or stored on-site.

(e) Procedures to contain and control a spill of any hazardous material generated, used or stored on-site, including notification of proper authorities. Ensure that materials for emergency erosion and hazardous materials control are onsite (e.g., silt fence, straw bales, oil-absorbing floating boom whenever surface water is present).

(f) Best management practices to confine vegetation and soil disturbance to the minimum area, and minimum length of time, as necessary to complete the action, and otherwise prevent or minimize erosion associated with the action area.

(g) Place sediment barriers prior to construction around sites where significant levels of erosion may enter the stream directly or through road ditches. Temporary erosion controls will be in place before any significant alteration of the project site and will be removed once the site has been stabilized following construction activities.

(h) No uncured concrete or form materials will be allowed to enter the active stream channel.

(i) Steps to cease work under high flows, except for efforts to avoid or minimize resource damage.

H.5 SPECIAL EQUIPMENT CLEANING REQUIREMENTS

Cleaning of Off-Road Equipment used by the Contractor for contract work shall be conducted outside the boundary of any National Forest Service land prior to moving each piece of equipment onto the project. The Contractor shall notify the Forest Service prior to moving each piece of equipment onto the project. Upon request from the Forest Service, arrangements will be made for Forest Service to inspect each piece of equipment prior to it being placed into service. The Contractor shall use cleaning methods necessary to ensure equipment is free of all attached mud, dirt, and plant parts. If noxious weeds are present at a project site, cleaning may also be required before moving between locations within the same project. These measures will assist to prevent the introduction/spread of the seeds of noxious weeds onto National Forest land. "Off-road Equipment" includes all machinery other than log trucks, chip vans, pickup trucks or vehicles used to transport personnel on a daily basis. Any equipment that will be working instream, and has been utilized for instream work in the past year, must be thoroughly pressure washed with hot water prior to entering National Forest Service land to kill/remove aquatic invasive species. If possible, pressure wash all equipment that will be working instream at 140°F (60°C) or higher for minimum of five minutes or at 120°F or higher for a minimum of 30 minutes.

H.6 USE OF PREMISES

1. A storage site will be permitted at Pine Creek Visitor Center. The Forest Service assumes no liability for materials stored within the storage site. The Contractor will be allowed to erect a temporary fence to secure materials and equipment, however, the fence shall be removed and the site restored prior to final acceptance of the contract.

2. Permanent and temporary electrical power is not available on-site for construction use.

3. Sanitary facilities are not available and are to be provided by the Contractor.

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4. Water for construction is accessible from the Swift boat lauch (Swift Reservoir) or Pine Creek Visitor Center.

H.7 FISH REQUIREMENTS

No sites need fish removal during dewatering.

H.8 DEWATERING AND REWATERING

1. A written dewatering plan shall be prepared prior to the start of the instream work that describes the method of bypass, location, and construction of coffer dams (which must be built with non-erosive materials), the number and size of pumps to be used, and backup plans in place in case of mechanical failure or unanticipated storm events. It is preferred that a bypass pump system is used instead of a hard pipe due to the size of the work area.

2. The dewatering system will be designed and installed to minimize erosion and sediment delivery to the stream, and to withstand all stream flows anticipated during the construction period.

3. Water will be routed downstream of the work site using a by-pass culvert/pump. The bypass discharge point shall be designed to minimize erosion and scour of the stream channel, banks, and vegetation.

4. Diversion sandbags can be filled with material mined from the floodplain as long as such material is replaced at end of project. Small amounts of instream material can be moved to help seal and secure diversion structures.

5. Wastewater from project activities within the dewatered area shall be routed to an area outside the bankfull channel to allow removal of fine sediment and other contaminants prior to infiltrating back into the stream.

6. Upon project completion, slowly re-water the construction site to prevent loss of surface water downstream as the construction site streambed absorbs water and to prevent a sudden release of suspended sediment. Monitor downstream during re-watering to prevent stranding of aquatic organisms below the construction site.

7. Any materials used to construct the dewatering system will be removed prior to the completion of the project.

H.9 HEAVY EQUIPMENT

1. The use of heavy equipment within the bankfull channel of the stream will be minimized where possible. Where such work is necessary, appropriate measures shall be taken to minimize damage to the stream banks and streambed. To the extent feasible, heavy equipment will work from the top of the bank, unless work instream would result in less damage to the aquatic ecosystem.

2. To prevent the introduction and spread of aquatic and terrestrial invasive plants and animals, accumulations of soil and debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc.) and undercarriages of all heavy equipment prior to its working within the bankfull channel of the stream. Any equipment that will be working instream and has been utilized for instream work in the past year, must be thoroughly pressure washed with hot water prior to entering National Forest Service land to kill/remove aquatic invasive species. If possible, pressure wash all equipment that

Project Name: FR 90 RD – Seed Task Order Page 18 will be working instream at 140°F (60°C) or higher for minimum of five minutes or at 120°F or higher for a minimum of 30 minutes.

3. To prevent contamination, equipment used around any streams and wetlands shall be free of external petroleum-based products. Equipment shall be checked daily for leaks and any necessary repairs shall be completed prior to commencing work activities. All machinery fueling and maintenance involving petroleum products shall occur at a sufficient distance from stream channels, waterbodies, or wetlands to prevent delivery of potential contaminants. Spill containment equipment and material shall be on site.

H.10 OTHER REQUIREMENTS

1. Invasive Species Control All materials and equipment used in or near any waterbodies shall be free of aquatic invasive species and noxious weeds. Materials and equipment used at a project site at which aquatic invasive species are already established shall be decontaminated so that no viable aquatic invasive species are transported from the job site.

2. Stockpile Materials

Minimize clearing and grubbing activities when preparing staging, project, and or stockpile areas.

Any large wood, topsoil, and native channel material displaced by construction will be stockpiled for use during site restoration.

3. Temporary Access Roads For this project, only existing roadways will be used. Construction of new permanent roads is not permitted.

4. Timely Completion

Minimize time in which heavy equipment is in stream channels, riparian areas, and wetlands.

Complete earthwork…