FULL RFP 127EAW22R0016 - ANTELOPE LAKE ROAD CONSTRUCTION PLUMAS (ALL REVISIONS AMENDMENT 1).pdf

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

1053305

USDA-FS CSA SOUTHWEST 6

333 BROADWAY BLVD SE

ALBUQUERQUE NM 87102-3498

7EAW

Jeremy Bedner, Contracting Officer

USDA Forest Service PPS FPO SW Zone CSA-6

VIA EMAIL ONLY

JEREMY.BEDNER@USDA.GOV

JEREMY BEDNER 707-562-8756

NA

x 02/02/2022

127EAW22R0016

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

USDA Forest Service Request for Proposal.

PROJECT: Road reconstruction, Antelope Lake Road. Plumas National Forest.

IAW FAR 32.204 Disclosure of Magnitude of the Construction Project. More than $10M.

Total Small Business Set Aside

SECTION L.1-3 provides bid/price and technical proposal submission instructions and requirements.

SECTION L.5 includes Site Visit information.

All Requests for Information [RFIs] shall be submitted to the Contracting Officer, Jeremy Bedner, via email @ jeremy.bedner@usda.gov NLT February 24, 2022, 12P / 1200

PST. Or NLT ten (10) calendar days of the proposal due date if revised via amendment.

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.)

10 365 calendar days and complete it within ________________ ________________ calendar days after receiving

SECTION C.3 AND F.1

03/08/2022

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. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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 SOUTHWEST 6

333 BROADWAY BLVD SE

ALBUQUERQUE NM 87102-3498

7EAW

JEREMY B. BEDNER

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...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 70

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

127EAW22R0016

Period of Performance: 05/01/2022 to 04/30/2023

0001 Road Reconstruction. Antelope Lake Road. Plumas

National Forest.

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

Sponsored by GSA

FAR (48 CFR) 53.110

REPLACEMENT PAGE Page 4 of 70

AMENDMENT 1

RFP no. 127EAW22R0016 Road reconstruction Antelope Lake Road

Plumas National Forest

TABLE OF CONTENTS

SECTION RFP PAGE

Section B. Bid Schedule

Section C. Statement of Work

Section D. Packaging and Marking not applicable

Section E. Inspection and Acceptance

Section F. Performance Period/Time

Section G. Administrative Information

Section H. Special Contract Requirements

Refer to C.8 Special Conditions or Restrictions

Affecting the Work

Section I. Contract Clauses

Section J. Attachments

Section K. Representations and Certifications

Section L.

Instructions and Notices for Bidders

Price and Technical Proposal Instructions and

Requirements

Site Visit Information

Section M.

Evaluation Procedures, Factors and Criteria

REPLACEMENT PAGE Page 5 of 70

PART I – THE SCHEDULE

SECTION B – SCHEDULE OF SUPPLIES AND SERVICES / BID SCHEDULE

B.1 BID SCHEDULE

ITEM

and

SPEC

NO.

DESCRIPTION

PAY

UNIT

EST.

QTY.

PRICE

TOTAL

BASE BID ITEMS. SCHEDULE A,B,C,D,E,F

The following shows the combined quantities for Schedule A, B, C, D, E and F, and represent the base construction items for this project.

1.

15101

Mobilization Lump Sum

ALL

2.

15713

Soil erosion and pollution control, including dewatering

Lump Sum ALL

3.

20301 Removal and dispose signs

4.

20302A

Removal of Existing Down Drain, Dispose at Commercial Landfill Each 47

5.

20302B

Removal of Existing Culvert, Dispose at Commercial Landfill

Each 57

6.

20302C

Removal and Dispose Existing Cattleguard

Each 1

7.

20303

Removal and Dispose Existing Guardrail Foot 370

8.

20304

Removal and Dispose Existing Asphalt Pavement (3 inches depth typically)

Sq.

Ft. 104,165

9.

20310

Plug, Existing Culvert Each 1

10.

20401

Roadway Excavation and Disposal Cubic Yard

11.

21103 Roadway Obliteration, Method 2

Sq.

Yard 1,200

12.

25101A Riprap, Class 1

Cubic Yard 43

13.

25101B Riprap, Class 2 Cubic

Yard 191

14.

25101C

Riprap, Class 3 Cubic

15.

25101D Riprap, Class 4 Cubic

Yard 270

REPLACEMENT PAGE Page 6 of 70

Plumas National Forest

16.

30201

Roadway Aggregate, Compaction Method 2

Ton 374

17.

30402

Full Depth Reclamation, 5-inch depth, 2-inch minus, Compaction Method 2

Sq.

97,797

18.

40302

Asphalt Concrete Pavement, 1/2" Nominal Aggregate, Type 1 Ton 18,427

19.

41102 Prime Coat, Method 1 Sq.

Yard 97,797

20.

60201A

24-inch pipe culvert, Corrugated Metal,16-gage, compaction method 1

Foot 2,775

21.

60201B

36-inch pipe culvert, Corrugated

Foot 360

22.

60201C

48-inch pipe culvert, Corrugated Metal,12-gage, compaction method 1 Foot 305

23.

60206 Flume Downdrain, Corrugated Metal Foot 983

24.

60207

Flared End Section for 24-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Each 2

25.

60208

Flared End Section for 36-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

26.

60210 Elbow, 24-inches, 14-gage Each 4

27.

60211 Elbow, 36-inches, 14-gage Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

28.

60402A

Inlet, Type A, Corrugated Metal, 14-gage Each 5

29.

60402B

Inlet, Type B, Corrugated Metal, 14-gage

Each 25

30.

60601

Down Spout, 24-inch pipe culvert, Foot 100

31.

60602

Down Spout, 36-inch pipe culvert, Corrugated Metal, 14-gage Foot 0

32.

60603

Flume Down Spout, 12-inch pipe culvert, Corrugated Metal, 14-gage Foot 0

33.

60901

Curb, Asphalt Foot 24,277

34.

61701

Guardrail System G4 W-Beam, Galvanized Steel, Wood Posts

Foot 275

35.

61703 Guard Rail End Section, Flared Each 4

REPLACEMENT PAGE Page 7 of 70

Plumas National Forest

36.

61903

Cattle guard, angle iron wing guard

37.

63304

Sign, Aluminum Panel, Prismatic Retroreflective Sheeting Type IV, Single Post

Each 34

38.

63308 Object Marker, Type 2 Each 50

39.

63501 Temporary traffic control Lump

40.

15401

Contractor Testing Lump

BASE ITEMS SUBTOTAL

REPLACEMENT PAGE Page 8 of 70

Plumas National Forest

ITEM

and

SPEC

NO.

DESCRIPTION PAY

UNIT

EST.

QTY.

UNIT

PRICE

OPTION V.

V1.

15101

Mobilization Lump

V2.

15713

Soil erosion and pollution control, including dewatering

V3.

20301

Removal and dispose signs Lump Sum

0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V4.

20302A

Dispose at Commercial Landfill Each 3

V5.

20302B

Removal of Existing Culvert, Each 3

V6 20302C

Removal and Dispose Existing Cattleguard Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V7.

20303

Removal and Dispose Existing Guardrail Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V8.

20304

Removal and Dispose Existing Asphalt Pavement (3 inches depth typically)

Sq.

Ft.

4,100

V9.

20310 Plug, Existing Culvert Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V10.

20401 Roadway Excavation and Disposal

Cubic Yard 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V11.

21103 Roadway Obliteration, Method 2

Square Yard 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V12.

25101A

Riprap, Class 1 Cubic

V13.

25101B Riprap, Class 2

Yard 14

V14.

25101C Riprap, Class 3

Yard 20

V15.

25101D

Riprap, Class 4 Cubic Yard

0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V16.

30201

Roadway Aggregate, Compaction Method 2 Ton 30

V17.

30402

Full Depth Reclamation, 5-inch depth, 2-inch minus, Compaction Method 2

Square

9,170

V18.

40302

Asphalt Concrete Pavement, 1/2" Nominal Aggregate, Type 1

Ton 1,625

V19.

41102 Prime Coat, Method 1

Square Yard 9,170

V20.

60201A

24-inch pipe culvert, Corrugated

Foot 185

REPLACEMENT PAGE Page 9 of 70

Plumas National Forest

V21.

60201B

36-inch pipe culvert, Corrugated Metal,16-gage, compaction method 1 Foot 70

V22.

60201C

48-inch pipe culvert, Corrugated Metal,12-gage, compaction method 1

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V23.

60201D

60-inch pipe culvert, Corrugated Metal,12-gage, compaction method 1

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V24.

60206 Flume Downdrain, Corrugated Metal Foot 92

V25.

60207

Flared End Section for 24-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V26.

60208

Flared End Section for 36-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V27.

60210 Elbow, 24-inches, 14-gage Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V28.

60211

Elbow, 36-inches, 14-gage Each 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V29.

60402A

Inlet, Type A, Corrugated Metal, 14-gage

Each 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V30.

60402B

Inlet, Type B, Corrugated Metal, 14-gage Each 3

V31.

60601

Down Spout, 24-inch pipe culvert, Corrugated Metal, 14-gage Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V32.

60602

Down Spout, 36-inch pipe culvert, Corrugated Metal, 14-gage

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V33.

60603

Flume Down Spout, 12-inch pipe culvert, Corrugated Metal, 14-gage

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V34.

60901 Curb, Asphalt Foot 1,819

V35.

61701

Guardrail System G4 W-Beam, Galvanized Steel, Wood Posts Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V36.

61703 Guard Rail End Section, Flared Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V37.

61903

Cattle guard, angle iron wing guard Each 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V38.

63304

Sign, Aluminum Panel, Prismatic Retroreflective Sheeting Type IV, Single Post

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

V39.

63308 Object Marker, Type 2 Each 3

V40.

63501 Temporary traffic control Lump

V41.

15401

Contractor Testing Lump

OPTION V SUBTOTAL

REPLACEMENT PAGE Page 10 of 70

OPTION W.

W1.

15101

Mobilization Lump

W2.

15713

Soil erosion and pollution control, including dewatering

W3.

20301

Removal and dispose signs Lump Sum

0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W4.

20302A

Dispose at Commercial Landfill Each 2

W5.

20302B

Removal of Existing Culvert, Dispose at Commercial Landfill Each 1

W6 20302C

Removal and Dispose Existing Cattleguard Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W7.

20303

Removal and Dispose Existing Guardrail Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W8.

20304

Removal and Dispose Existing Asphalt Pavement (3 inches depth typically)

Sq.

W9.

20310 Plug, Existing Culvert Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W10.

20401 Roadway Excavation and Disposal

Cubic Yard 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W11.

21103 Roadway Obliteration, Method 2

Square Yard 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W12.

25101A

Riprap, Class 1 Cubic

W13.

25101B

Riprap, Class 2 Cubic

W14.

25101C Riprap, Class 3

Yard 36

W15.

25101D

Riprap, Class 4 Cubic Yard

0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W16.

30201

Method 2 Ton 25

W17.

30402

Full Depth Reclamation, 5-inch depth, 2-inch minus, Compaction Method 2

Yard 4,753

W18.

40302

Asphalt Concrete Pavement, 1/2"

Ton 824

W19.

41102 Prime Coat, Method 1

Yard 4,753

REPLACEMENT PAGE Page 11 of 70

Plumas National Forest

W20.

60201A

24-inch pipe culvert, Corrugated

Foot 50

W21.

60201B

36-inch pipe culvert, Corrugated Metal,16-gage, compaction method 1 Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W22.

60201C

48-inch pipe culvert, Corrugated Metal,12-gage, compaction method 1 Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W23.

60201D

60-inch pipe culvert, Corrugated Metal,12-gage, compaction method 1 Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W24.

60206

Flume Downdrain, Corrugated Metal Foot 46

W25.

60207

Flared End Section for 24-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W26.

60208

Flared End Section for 36-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W27.

60210

Elbow, 24-inches, 14-gage Each 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W28.

60211

Elbow, 36-inches, 14-gage Each 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W29.

60402A

Inlet, Type A, Corrugated Metal, 14-gage

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W30.

60402B

Inlet, Type B, Corrugated Metal, 14-gage Each 1

W31.

60601

Down Spout, 24-inch pipe culvert, Corrugated Metal, 14-gage

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W32.

60602

Down Spout, 36-inch pipe culvert, Corrugated Metal, 14-gage

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W33.

60603

Flume Down Spout, 12-inch pipe culvert, Corrugated Metal, 14-gage

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W34.

60901

Curb, Asphalt Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W35.

61701

Guardrail System G4 W-Beam, Galvanized Steel, Wood Posts Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W36.

61703 Guard Rail End Section, Flared Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W37.

61903 Cattle guard, angle iron wing guard Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W38.

63304

Sign, Aluminum Panel, Prismatic Retroreflective Sheeting Type IV, Single Post

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

W39.

63308

Object Marker, Type 2 Each 1

W40.

63501 Temporary traffic control

W41.

15401 Contractor Testing

OPTION W SUBTOTAL

REPLACEMENT PAGE Page 12 of 70

OPTION X.

X1.

15101

Mobilization Lump

X2.

15713

Soil erosion and pollution control, including dewatering

X3.

20301

Removal and dispose signs Lump Sum

0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X4.

20302A

Dispose at Commercial Landfill Each 8

X5.

20302B

Dispose at Commercial Landfill Each 12

X6.

20302C

Removal and Dispose Existing Cattleguard Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X7.

20303

Removal and Dispose Existing Guardrail Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X8.

20304

Removal and Dispose Existing Asphalt Pavement (3 inches depth typically)

Sq.

10,800

X9.

20310 Plug, Existing Culvert Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X10.

20401 Roadway Excavation and Disposal

Cubic Yard 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X11.

21103 Roadway Obliteration, Method 2

Square Yard 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X12.

25101A

Riprap, Class 1 Cubic

X13.

25101B

Riprap, Class 2 Cubic

X14.

25101C Riprap, Class 3

Yard 30

X15.

25101D

Riprap, Class 4 Cubic Yard

0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X16.

30201

Method 2 Ton 85

X17.

30402

Full Depth Reclamation, 5-inch depth, 2-inch minus, Compaction Method 2

Yard 21,800

X18.

40302

Asphalt Concrete Pavement, 1/2"

Ton 3,882

X19.

41102 Prime Coat, Method 1

Yard 21,800

X20.

60201A

24-inch pipe culvert, Corrugated Metal,16-gage, compaction method 1 Foot 600

REPLACEMENT PAGE Page 13 of 70

Plumas National Forest

X21.

60201B

36-inch pipe culvert, Corrugated

Foot 80

X22.

60201C

48-inch pipe culvert, Corrugated Metal,12-gage, compaction method 1 Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X23.

60201D

60-inch pipe culvert, Corrugated Metal,12-gage, compaction method 1 Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X24.

Flume Downdrain, Corrugated Metal Foot 187

X25.

60207

Flared End Section for 24-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X26.

60208

Flared End Section for 36-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X27.

60210

Elbow, 24-inches, 14-gage Each 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X28.

60211

Elbow, 36-inches, 14-gage Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X29.

60402A

X30.

60402B

Inlet, Type B, Corrugated Metal, Each 9

X31.

60601

Down Spout, 24-inch pipe culvert, Corrugated Metal, 14-gage Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X32.

60602

Down Spout, 36-inch pipe culvert, Corrugated Metal, 14-gage Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X33.

60603

Flume Down Spout, 12-inch pipe culvert, Corrugated Metal, 14-gage Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X34.

Curb, Asphalt Foot 3,965

X35.

61701

Guardrail System G4 W-Beam, Galvanized Steel, Wood Posts Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X36.

61703 Guard Rail End Section, Flared Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X37.

61903 Cattle guard, angle iron wing guard Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X38.

63304

Sign, Aluminum Panel, Prismatic Retroreflective Sheeting Type IV, Single Post

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

X39.

63308 Object Marker, Type 2 Each 12

X40.

63501

Temporary traffic control Lump

X41.

15401 Contractor Testing Lump

OPTION X SUBTOTAL

REPLACEMENT PAGE Page 14 of 70

OPTION Y.

Y1.

15101

Mobilization Lump

Y2.

15713

Soil erosion and pollution control, including dewatering

Y3.

20301

Removal and dispose signs Lump Sum

0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y4.

20302A

Dispose at Commercial Landfill Each 6

Y5.

20302B

Dispose at Commercial Landfill Each 8

Y6.

20302C

Removal and Dispose Existing Cattleguard Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y7.

20303

Removal and Dispose Existing Guardrail Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y8.

20304

Removal and Dispose Existing Asphalt Pavement (3 inches depth typically)

Sq.

7,200

Y9.

20310 Plug, Existing Culvert Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y10.

20401 Roadway Excavation and Disposal

Cubic Yard 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y11.

21103 Roadway Obliteration, Method 2

Square Yard 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y12.

25101A

Riprap, Class 1 Cubic

Y13.

25101B

Riprap, Class 2 Cubic

Y14.

25101C Riprap, Class 3

Yard 30

Y15.

25101D

Riprap, Class 4 Cubic Yard

0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y16.

30201

Method 2 Ton 50

Y17.

30402

Full Depth Reclamation, 5-inch depth, 2-inch minus, Compaction Method 2

Yard 12,100

Y18.

40302

Asphalt Concrete Pavement, 1/2"

Ton 2,177

Y19.

41102 Prime Coat, Method 1

Yard 12,100

Y20.

60201A

Metal,16-gage, compaction method 1 Foot 365

REPLACEMENT PAGE Page 15 of 70

Plumas National Forest

Y21.

60201B

36-inch pipe culvert, Corrugated Metal,16-gage, compaction method 1 Foot 80

Y22.

60201C

48-inch pipe culvert, Corrugated Metal,12-gage, compaction method 1

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y23.

60201D

60-inch pipe culvert, Corrugated Metal,12-gage, compaction method 1

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y24.

60206 Flume Downdrain, Corrugated Metal Foot 148

Y25.

60207

Flared End Section for 24-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y26.

60208

Flared End Section for 36-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y27.

60210 Elbow, 24-inches, 14-gage Each 1

Y28.

60211 Elbow, 36-inches, 14-gage Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y29.

60402A

Inlet, Type A, Corrugated Metal, 14-gage Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y30.

60402B

Inlet, Type B, Corrugated Metal, Each 7

Y31.

60601

Down Spout, 24-inch pipe culvert, Corrugated Metal, 14-gage Foot 50

Y32.

60602

Down Spout, 36-inch pipe culvert, Corrugated Metal, 14-gage

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y33.

60603

Flume Down Spout, 12-inch pipe culvert, Corrugated Metal, 14-gage

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y34.

60901 Curb, Asphalt Foot 4,254

Y35.

61701

Guardrail System G4 W-Beam, Galvanized Steel, Wood Posts

Foot 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y36.

61703

Guard Rail End Section, Flared Each 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y37.

61903

Cattle guard, angle iron wing guard Each 0 NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y38.

63304

Sign, Aluminum Panel, Prismatic Retroreflective Sheeting Type IV, Single Post

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Y39.

63308 Object Marker, Type 2 Each 8

Y40.

63501 Temporary traffic control

Y41.

15401 Contractor Testing Lump

OPTION Y SUBTOTAL

REPLACEMENT PAGE Page 16 of 70

OPTION Z.

Z1.

15101 Mobilization

Z2.

15713

Soil erosion and pollution control, including dewatering

Z3.

20301 Removal and dispose signs

Lump Sum 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z4.

20302A

Removal of Existing Down Drain, Each 15

Z5.

20302B

Removal of Existing Culvert, Each 19

Z6.

20302C

Removal and Dispose Existing Cattleguard Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z7.

20303

Removal and Dispose Existing Guardrail Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z8.

20304

Removal and Dispose Existing Asphalt Pavement (3 inches depth typically)

Sq.

16,000

Z9.

20310 Plug, Existing Culvert Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z10.

20401 Roadway Excavation and Disposal Cubic

Yard 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z11.

21103 Roadway Obliteration, Method 2 Square

Yard 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z12.

25101A Riprap, Class 1

Yard 16

Z13.

25101B Riprap, Class 2

Yard 42

Z14.

25101C Riprap, Class 3 Cubic

Yard 40

Z15.

25101D Riprap, Class 4

Cubic Yard 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z16.

30201

Roadway Aggregate, Compaction Method 2

Ton 200

Z17.

30402

Full Depth Reclamation, 5-inch depth, 2-inch minus, Compaction Method 2

Square

33,400

Z18.

40302

Asphalt Concrete Pavement, 1/2" Nominal Aggregate, Type 1 Ton 5,937

Z19.

41102

Prime Coat, Method 1 Square Yard

33,400

Z20.

60201A

Metal,16-gage, compaction method 1 Foot 1,265

REPLACEMENT PAGE Page 17 of 70

Plumas National Forest

Z21.

60201B

36-inch pipe culvert, Corrugated

Z22.

60201C

48-inch pipe culvert, Corrugated Metal,12-gage, compaction method 1 Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z23.

60201D

60-inch pipe culvert, Corrugated Metal,12-gage, compaction method 1 Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z24.

Flume Downdrain, Corrugated Metal Foot 131

Z25.

60207

Flared End Section for 24-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Z26.

60208

Flared End Section for 36-inch Culvert Pipe Down Spout, Corrugated Metal, 14-gage

Z27.

60210

Elbow, 24-inches, 14-gage Each 4

Z28.

60211

Elbow, 36-inches, 14-gage Each 4

Z29.

60402A

Z30.

60402B

Inlet, Type B, Corrugated Metal, Z31.

60601

Down Spout, 24-inch pipe culvert, Z32.

60602

Down Spout, 36-inch pipe culvert, Corrugated Metal, 14-gage Foot 90

Z33.

60603

Flume Down Spout, 12-inch pipe culvert, Corrugated Metal, 14-gage Foot 325

Z34.

Curb, Asphalt

Foot

3,227

Z35.

61701

Guardrail System G4 W-Beam, Galvanized Steel, Wood Posts Foot 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z36.

61703 Guard Rail End Section, Flared Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z37.

61903 Cattle guard, angle iron wing guard Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z38.

63304

Sign, Aluminum Panel, Prismatic Retroreflective Sheeting Type IV, Single Post

Each 0

NO PRICING TO BE SUBMITTED.

SEE SECTION B.2 NOTE 3

Z39.

63308 Object Marker, Type 2 Each 8 $ $

Z40.

63501

Temporary traffic control Lump

Z41.

15401 Contractor Testing

OPTION Z SUBTOTAL

REPLACEMENT PAGE Page 18 of 70

BID COMPLETE TOTAL $

OFFEROR INFORMATION

*required to input with bid*

Company Name: POC & Title:

Email: Phone Number:

DUNS Number: Tax ID:

REPLACEMENT PAGE Page 19 of 70

Plumas National Forest

B.2 NOTES ON BID SCHEDULE AND BID/PROPOSAL REQUIREMENTS

1. Complete fill‐ins in the Offeror Information chart above: Company Name, POC, E‐mail, DUNS #, TAX ID #, POC Name, POC E‐mail.

2. Offerors are required to submit price proposal/bid for ALL items. Include unit pricing and totals for ALL bid items.

2. Offerors shall submit prices for all bid items with a quantity listed. Failure to do so may result in the proposal being rejected without further consideration. No breakdown of the unit price is required. Unit prices will govern any total errors unless otherwise determined by the Contracting Officer.

3. Items with zero (0) quantity – red text – are listed only to indicate differences items from the Base Bid Items (Schedule A‐ F) and between the Option Bid Items (Schedule V‐Z).

3. Items on the Bid Schedule with zero (0) quantity are included only as a reference for the Government to indicate the differences of items among the schedules: Base Bid Items (Schedule A‐F) and Option Bid Items (Schedule V‐Z).

Listed in red text and include the note NO PRICING TO BE SUBMITTED.

4. Quanities are estimated. The contractor shall field verify to satisfy all requirements of the drawings, statement of work, and specifications.

5. Payment will be made on actual work performed as described in FP‐14 109.01.

6. Section L.1‐3 provides bid/price and technical proposal submission instructions and requirements Section L.6 includes Site Visit Information

7. A Bid Guarantee (bond) is required.

The amount of the bid guarantee shall be 20% percent of the bid price. Refer to Section L.4 for the complete provision.

8. Performance and Payment Bonds are required. IAW FAR Clause 52.228‐15 Performance and Payment Bonds‐Construction (JUNE 2020). Refer to Section C.5 Submittals and I.3 for the complete clause.

9. Payment for bond premiums shall not be in addition to the contract price. Include bond payments under 15101 Mobilization. IAW far Clause 52.232‐5 Payments under Fixed‐Price Construction Contracts (MAY 2014).

10. Option Bid Items – single, all, or combination – may be awarded with the Base Bid/Contract as funded items or un‐ funded option items to be funded/exercised at a future date.

IAW FAR 52.217‐7 Option for Increased Quantity ‐‐ Separately Priced Line Item (MAR 1989).

Refer to Section I.7 for the complete clause.

11. IAW FAR 36.204 Disclosure of the Magnitude of Construction Projects, the Government has estimated price range of More than $10M

REPLACEMENT PAGE Page 20 of 70

Plumas National Forest

12. All Requests for Information [RFIs] shall be submitted to the Contracting Officer, Jeremy Bedner, via email @ jeremy.bedner@usda.gov NLT February 24, 2022, 12P / 1200 PST. OR NLT ten (10) calendar days of the proposal due date if revised via amendment.

RFIs submitted after this due date may not be considered by the Government for review and answer. Answers to RFIs submitted timely shall be posted as an amendment to the solicitation/RFP announcement on Contract Opportunities.

13. Offers (bids/proposals) shall be submitted VIA EMAIL ONLY to Jeremy Bedner, Contracting Officer. Refer to Section L.2

Jeremy.Bedner@usda.gov

(END OF SECTION)

REPLACEMENT PAGE Page 21 of 70

SECTION C – STATEMENT OF WORK

C.1 DESCRIPTION AND SCOPE

The project is road re‐construction of Antelope Lake Road. Plumas National Forest.

The project consists of the following:

• Asphalt pavement and curb demolition

• Culvert and roadside metal flume demolition

• Reconstruction of asphalt pavement using full depth reclamation of existing asphalt pavement with HMA overlay.

• Installation of new culverts and roadside metal flumes

• Installation of culvert drop inlets and down drains.

• Riprap and aggregate placement

• Construction of new cattleguard

• Installation of new guardrail

• Installation of new signs

• Quality Control Sampling, Testing and Reporting *Incidental to pay items in the Schedule*

The contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, testing, non‐personal services, and all incidental items necessary to perform the project as described in this Statement of Work.

All work will be performed in accordance with contract and applicable regulatory – federal, state, and local laws, regulations, and ordinances – requirements. All work shall be done in accordance with applicable Specifications and Industry Standards. Where one or more of these conflict, the most stringent shall apply to the prosecution of work.

The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in Section J. AGAR 452.211‐3 (FEB 1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract. AGAR 452.211‐4 (FEB 1988)

REPLACEMENT PAGE Page 22 of 70

Plumas National Forest

The work is split into multiple segments of the Antelope Lake Road.

Base construction (Schedule A‐F) shall occur at the following locations:

Schedule A. STA 102+22 to 115+27. road reconstruction

Schedule B. STA 138+90 to 158+40 road reconstruction

Schedule C. STA 170+85 to 202+70. road reconstruction

Schedule D. STA 264+13. culvert Replacement

Schedule E. STA 299+20 to 515+30. road reconstruction

Schedule F. NA Miscellaneous Work Items

Optional work items (V‐X), if exercised, shall occur at the following locations:

Option V. STA 115+27 to 138+90. road reconstruction

Option W. STA 158+40 to 170+85. road reconstruction

Option X. STA 202+70 to 260+83. road reconstruction

Option Y. STA 264+13 to 299+20. road reconstruction

Option Z. STA 515+30 to 634+68. road reconstruction

Refer to Attachment 1 – Drawings‐Plans for maps and work list for location of road segements designated per Schedule A‐F and Options V‐Z. Section J.

C.2 PROJECT LOCATION

National Forest Plumas Ranger District Mt. Hough County Plumas

The project is located on Antelope Lake Road (Forest Highway 43), between the town of Genesee, CA, and Antelope Lake.

MAP. Project Vicinity Map included with Attachment 1 – Drawings‐Plans. Refer to Section J.

The Mt. Hough Ranger District office is located at: 39696 CA‐70, Quincy, CA 95971

From the Mt. Hough Ranger District Office:

Travel northbound on CA‐70 W / CA‐89 N for 6.7 miles. Just past the Indian Creek Bridge, turn right onto CA‐89 N towards Greenville, CA.

Continue on CA‐89 N for 6.2 miles, then turn right onto Arlington Road towards Taylorsville.

Continue on Arlington Road for 5.4 miles through Taylorsville and continue onto Genesee Road for an additional 9 miles until reaching the start of Antelope Lake Road – FSR 29N43.

LATITUDE 40°4'16.20" N; LONGITUDE 120° 40'28.80" W.

REPLACEMENT PAGE Page 23 of 70

C.3 Period of Performance

The project contract duration is estimated to have period of performance [POP] of 365 calendar days from the issuance of the Notice to Proceed [NTP].

All base construction shall be completed by JULY 2023. See Note below regarding performance dates.

If Options are exercised, the following number of contract days will be added:

Option V. Add 14 calendar days to contract

Option W. Add 14 calendar days to contract

Option X. Add 28 calendar days to contract

Option Y. Add 14 calendar days to contract

Option Z. Add 28 calendar days to contract

NOTE: The Government assumes the initial period for construction shall be May through October 2022. With pavement work ending in early October due to temperatures and non‐pavement work continuing until rain/snow occurs. Additionally, it is assumed the contractor will return to work in May 2023 and/or when weather allows to finish the project by July 2023.

C.4 Specifications / Drawings / Other Exhibits

A. Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects. FP‐14 U.S. Department of Transportation, “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects: FP‐14 U.S. Customary Units,” hereafter refered to as FP‐14, are included by reference and are applicable to this project and are hereby made a part of this solicitation and any resultant contract. The specifications are included by reference and the full specifications are available at the following website:

http://flh.fhwa.dot.gov/resources/pse/specs/fp‐14.htm

C. Forest Service Supplemental Specifications [FSSS]

Forest Service Supplemental Specifications [FSSS] that augment and/or amend FP‐14 is included in this solicitation and resulting contract.

Included as Attachment 2. Refer to Section J.

The requirements contained in these listed specifications are hereby made a part of this solicitation and any resultant contract.

Note that the specification list includes the major specifications applicable to this project. Other specifications referred to within these specifications (even though not specifically listed herein) are also fully applicable to this request for proposals and any resultant contract/task order.

REPLACEMENT PAGE Page 24 of 70

Specification Listing From FP‐14 & Supplementals

SPEC # DESCRIPTION

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

107 Legal Relations and Responsibility to the Public

108 Prosecution and Progress

109 Measurement and Payment

151 Mobilization

153 Contractor Quality Control

154 Contractor Sampling and Testing

155 Schedules for Construction Contracts

156 Public Traffic

157 Soil Erosion Control

158 Watering for Dust Control

201 Clearing and Grubbing

203 Removal of Structures and Obstructions

204 Excavation and Embankment

207 Earthwork Geosynthetics

211 Roadway Obliteration

251 Riprap

302 Minor Crushed Aggregate

310 Cold In‐Place Recycled Asphalt

403 Asphalt Concrete

412 Asphalt Tack Coat

602 Culverts and Drains

604 Manholes, Inlets and Catch Basins

606 Corrugated Metal Spillways

609 Curb and Gutter

617 Guardrail

619 Fences, Gates, Cattle Guards, and Bollard Posts

633 Permanent Traffic Control

635 Temporary Traffic Control

702 Asphalt Material

703 Aggregate

704 Soil

705 Rock

710 Fence and Guardrail

REPLACEMENT PAGE Page 25 of 70

Plumas National Forest

D. Drawings‐Plans

Includes as Attachment 1. Refer to Section J.

E. Fire Plan

Fire Prevention Requirements and Project Activity Level [PAL]

Included as Attachment 3. Refer to Section J.

F. Safety Plan and SOP for Post‐fire Restoration Projects.

Included as Attachment 4. Refer to Section J.

C.5 SUBMITTALS

Note. The below list of the minimum mandatory submittals. This may not be the complete list of submittals; other submittals may be necessary to complete project in accordance with these specifications and/or applicable regulations.

NOTE: Refer to the Submittal Log in the FSSS (Attachment 2), Section 153.04(2)(a) for specification‐required submittals.

Others, if applicable, to be determined in advance of or during the pre‐work meeting.

1. Work Plan.

A description of how the work will be performed.

Specific exclusions / assumptions regarding the specific work to be performed.

A listing of personnel, including subcontractor(s), working on the project.

List of equipment

2. Plan of Operation (Construction Schedule).

For assigned activities, the Contractor shall present a schedule of completion including anticipated hours per day, days per week and dates.

IAW 52.236‐15 Schedules for Construction Contracts

3. Safety Plan. Project‐specific. SEE SECTION C.5.1

4. Traffic Control Plan. SEE SECTION C.5.2

IAW FP‐14, 156

5. Hazardous Spill Prevention Plan. SEE SECTION C.5.3

6. Erosion Control Plan

IAW FP‐14, 156

REPLACEMENT PAGE Page 26 of 70

7. Quality Control Plan

8. Quality Control and Construction Operations Reports

Testing and Laboratory Results

9. Certified weed‐free sources/equipment. SEE SECTION C.6.1

10. Material Submittals

Aggregate Base

Asphalt Concrete

Concrete

Concrete mix design

*The asphalt shall be Performance Grade (PG) 64‐16, as specified in Caltrans 2014 Standard Specifications

The asphalt application shall adhere to the FP‐14 Specifications and Forest Service Supplemental Specification.

Within fifteen (15) days prior to Mobilization, the contractor shall submit the above submittals:

The Government shall review and comment and/or approve within fifteen (15) days of receipt.

C.5.1 Safety Plan Prior to starting any work on this project, the Contractor shall develop and submit to a SAFETY PLAN to the Government (Contracting Officer). The Safety Plan shall adhere to all State or Federal OSHA regulations with the more stringent taking precedent. The Safety Plan shall also include a description for all flagging, signage and other means to ensure the safety of employees and traffic around the Project Sites.

Contractor is responsible for protecting workers from injury. Refer to FAR Clause 52.236‐13, Accident Prevention, for full text.

The Safety Plan/job‐specific hazard analysis shall that address and conform to the requirements of 29 CFR 1910 and 1926 and FAR Clause 52.236‐13, Accident Prevention, included herein. Appropriate actions shall be taken by the Contractor to implement this plan during performance and to take any and all other necessary steps to mitigate the dangers from hazards.

C.5.2 Traffic Control and Maintenance.

The contractor shall be responsible for collaborating and accomodating emergency/fire traffic during construction opertations. Any loads over legal limits require a Forest Service Overload Permit in addition to state or local overload permits prior to crossing any bridges.

NOTE. There are no load restricted bridges identified along the main haul routes or within the project area.

If opened to public traffic prior to, or during consturction, the contractor may close all roads to the public where work is ocurring. Contractor to coordinate with USFS District Staff and Law Enforcement Officers to ensure nobody is behind closure area prior to closing the road in excess of 30 minutes.

REPLACEMENT PAGE Page 27 of 70

Plumas National Forest

Specification. The Contractor shall provide a traffic control plan which accommodates traffic according to the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), the FHWA Standard Specification FP‐14 sections (156 and 635), and relevent Forest Service Supplemental Specifications. The Contractor shall perform work in a manner that ensures safety and convenience to the public. The contrator shall have at least one lane of traffic open during road improvement work, and maintain this lane in a condition that will adequately accommodate traffic. Delays may not exceed 15 minutes at any one time followed by an open period of no less than 60 minutes. The road may be closed for no more than 60 minutes. The traffic control plan shall accommodate public traffic on roads adjacent to and within the project until project completion.

The Contractor shall provide, erect, disassemble, remove, and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, pilot cars, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public.

Suitable warning signs and flaggers shall be provided to properly control and direct traffic.

A. Flaggers shall be certified by the American Traffic Safety Services Association, the National Safety Council, the International Municipal Signal Association, a state agency, or other acceptable organization. Flaggers shall perform the work described under MUTCD Part 6 and use type III, VII, VIII, or IX retroreflective sheeting on flagger paddles.

Flaggers shall not be permitted the use of flags. Flaggers must wear high visibility safety apparel as required by MUTCD 6E.02. Flaggers shall be provided uninterrupted two‐way communications between flaggers and also between flaggers and pilot cars unless flaggers are able to see each other and communicate. The use of communications devices shall be approved by the CO.

B. The Contractor shall erect warning signs in advance to any place on the project where operations may interfere with the use of the road or trail by traffic and at all intermediate points, where the project crosses or coincides with an existing road or trail.

The contractor shall notify the public of potential delays or closures caused by construction and changes in traffic control configuration a minimum of 15 days prior to the delays or closures.

C.5.3 Hazardous Spill Prevention Plan If the total oil or oil products storage exceeds 1,320 gallons or if any single container exceeds a capacity of 660 gallons, the Contractor shall prepare and implement a Spill Prevention and Countermeasures (SPCC) Plan. Such plan shall meet applicable EPA requirements (40 CFR 112), including certification by a registered professional engineer. The Contractor under the direction of the Contracting Officer, or in the absence of said officer, acting independently, shall immediately take action to contain and clean up, without expense to the Government, all petroleum products spills on or in the vicinity of the project which are caused by the Contractor's employees directly or indirectly as a result of contract operations. The Contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation deemed necessary by the Government for the containment and clean up of petroleum products spills caused by Contractor's employees or resulting from contract operations. The Contractor shall immediately report all petroleum products spills to the Contracting Officer.

REPLACEMENT PAGE Page 28 of 70

Plumas National Forest

C.6 EQUIPMENT AND MATERIALS

All equipment shall be suitable for the purpose intended and shall meet all requirements of the Occupational Safety and Health Act. The Contracting Officer may order the removal or require the replacement of any unsatisfactory equipment.

All vehicles and machinery operating on or from the traveled way or road shoulder shall have flashing lights or rotary beacons operated continuously while work is in progress. All equipment shall be equipped with a standard slow‐ moving vehicle emblem. Truck headlights shall be on while operated. Backup warning devices shall be required on self‐propelled equipment in excess of 8,000 pounds gross vehicular weight. Vehicles and machinery not currently used in maintenance operation shall be parked off the traveled way at the approved location to minimize interference with normal use of the road.

C.6.1 Equipment Cleaning & Weed‐Free Certification

To prevent the introduction of seeds of noxious weeds onto National Forest land, the Contractor shall ensure all equipment moved onto National Forest land is free of soil, seeds, vegatative matter or other debris that could contain or hold seeds. Contractor shall employ whatever cleaning methods necessary to ensure compliance with this provision, and shall notify the Forest Service prior to moving each piece of equipment onto National Forest land.

Upon request of Forest Service, arrangements will be made for Forest Service to inspect each piece of equipment prior to being moved onto National Forest land. If the project area is known to contain noxious weeds, the equipment shall be cleaned before moving to other Forest Service system lands which do not contain noxious weeds.

If operating in areas known to contain noxious weeds, the contractor shall ensure that prior to moving from one on‐forest location to another part of the project area, all off‐road equipment is free of soil, seeds, vegetative matter, or other debris that could contain or hold seeds. Contractor shall certify in writing to the Contracting Officer that off‐road equipment is free of noxious weeds prior to each start‐up of operations and for subsequent moves of equipment to other project areas.

Measures taken to ensure that off‐road equipment is free of noxious weeds will be identified. “Off‐road equipment” includes all equipment operating off paved roadways. A Current list of noxious weeks of concern to Forest Service is available at the Forest Supervisor’s office. Contractor shall employ whatever cleaning methods are necessary to ensure that off‐road equipment is free of noxious weeds. Equipment shall be considered free of soil, seeds, and other such debris when a visual inspection does not disclose such material. Disassembly of equipment components or specialized inspection tools is not required.

Contractor shall notify Forest Service at least 24 hours prior to beginning of work in area designated as a noxious weed area, unless otherwise approved by CO. Notification shall include the location of the equipment’s most recent operations. If the prior location of the off‐road equipment cannot be identified, Forest Service may assume that it was infested with noxious weed seeds. Upon request by the Contracting Officer, the Contractor must make arrangement for inspection of each piece of off‐road equipment prior to it being placed into service. If Contractor desires to clean off‐road equipment on National forest land, such as at the end of a project or prior to moving to a new unit that is free from noxious weeds, Contractor and Contracting Officer shall agree on methods of cleaning, locations for the cleaning, and control of off‐site impacts, if any.

New infestations of noxious weeds within the project area or on the haul route, shall be promptly reported by the Contractor or Forest Service.

All off‐road equipment used on this project shall be washed before moving into the project area so that the equipment is free of soil, seeds, vegetative material, or other debris that could contain or hold seeds of noxious weeds. “Off‐road equipment” includes all logging and construction equipment and such brushing equipment as brush hogs, masticators, and chippers; it does not include log trucks, chip vans, service vehicles, water trucks, pickup trucks, and similar vehicles not intended for off‐road use.

REPLACEMENT PAGE Page 29 of 70

Plumas National Forest

Contractor shall clean all vehicles and equipment before entry into the District unless Forest Service waives the cleaning requirement in writing. Thereafter, all vehicles and equipment that leave the district must be cleaned prior to their reentry unless waived by the Forest Service. All cleaning of vehicles or equipment shall be done at sites agreed to by Forest Service and the Contractor. Forest Service shall inspect all equipment prior to entry, as appropriate and determined necessary. Cleaning shall include the removal of soil by steam cleaning or use of high‐ pressure water spray.

Equipment will be considered clean when visual inspection does not reveal soil, seeds, plant material, or other such debris.

Disassembly of equipment components or specialized inspection equipment is not required. Contractor shall notify the Contracting Officer at least five days in advance of moving equipment in so that arrangements can be made for inspection.

All heavy equipment shall be cleaned and thoroughly inspected prior to mobilization to the work site. Once on site all equipment shall be inspected daily and all visible oil, grease, and hydraulic fluid will be removed. Needed repairs will be implemented immediately before resuming work.

C.6.2 Storage.

The contractor’s material and equipment storage site shall be determined at the pre‐construction meeting. The area shall be kept clean and free of litter.

The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Government is not responsible for loss of or damage to materials or supplies stored on‐site during performance of this contract.

Storage and stockpiling of materials can be staged at any and all of the designated turnouts and parking areas along Antelope Lake Road between STA 0+00 and 515+00 and at JCT Antelope Lake Road and…