12048924R0017 Road Failure Construction Repairs RFP.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)

1120689

USDA FOREST SERVICE

SPOC NORTHWEST

1400 INDEPENDENCE AVE SW MS-1138

WASHINGTON DC 20250-0001

JENNIFER LABARGE 303-877-0338

1x 04/12/2024

12048924R0017

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

SF 1442 Solicitation #12048924R0017

Statement of Work

Schedule of Items

Attachment J

11. The Contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

7 365 calendar days and complete it within ________________ ________________ calendar days after receiving

05/12/2024

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 8/2014)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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

JASON N. TANAMOR

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 3304(a)

STANDARD FORM 1442 (REV. 8/2014) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 60

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

12048924R0017

Delivery: 07/15/2025

Delivery Location Code: 04T1

UMPQUA NATIONAL FOREST

2900 NW STEWART PKWY

ROSEBURG OR 97470 US

Period of Performance: 07/15/2024 to 07/15/2025

This is a construction requirement for the repair of 3 sites with slide failures of the road embankment and/or ground.

Three site locations:

1) National Forest System Road 2700 MP 3.42:

Design and Construction of a Mechanically Stabilized Earth retaining wall, of approximate dimensions, 20' height and 154' length.

2) National Forest System Road 3114 MP 1.97:

Realign 360 feet length of road, shifting into the hillside.

3) National Forest System Road 3114 MP 2.24:

Construction of a reinforced soil slope with approximate dimensions of 50' height and total length of 174 feet.

*Refer to Statement of Work and Schedule of Items for detailed specifications.

This is a construction requirement for the repair of 3 sites with slide failures of the road embankment and/or ground.

Three site locations:

1) National Forest System Road 2700 MP 3.42:

Design and Construction of a Mechanically Stabilized Earth retaining wall, of approximate dimensions, 20' height and 154' length.

2) National Forest System Road 3114 MP 1.97:

Realign 360 feet length of road, shifting into the hillside.

3) National Forest System Road 3114 MP 2.24:

Construction of a reinforced soil slope with

Continued ...

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

Sponsored by GSA

FAR (48 CFR) 53.110

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

4 60

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

12048924R0017 approximate dimensions of 50' height and total length of 174 feet.

*Refer to Statement of Work and Schedule of Items for detailed specifications.

This is a construction requirement for the repair of 3 sites with slide failures of the road embankment and/or ground.

Three site locations:

1) National Forest System Road 2700 MP 3.42:

Design and Construction of a Mechanically Stabilized Earth retaining wall, of approximate dimensions, 20' height and 154' length.

2) National Forest System Road 3114 MP 1.97:

Realign 360 feet length of road, shifting into the hillside.

3) National Forest System Road 3114 MP 2.24:

Construction of a reinforced soil slope with approximate dimensions of 50' height and total length of 174 feet.

*Refer to Statement of Work and Schedule of Items for detailed specifications.

This is a construction requirement for the repair of 3 sites with slide failures of the road embankment and/or ground.

Three site locations:

1) National Forest System Road 2700 MP 3.42:

Design and Construction of a Mechanically Stabilized Earth retaining wall, of approximate dimensions, 20' height and 154' length.

2) National Forest System Road 3114 MP 1.97:

Realign 360 feet length of road, shifting into the hillside.

3) National Forest System Road 3114 MP 2.24:

Construction of a reinforced soil slope with approximate dimensions of 50' height and total length of 174 feet.

*Refer to Statement of Work and Schedule of Items for detailed specifications.

Continued ...

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

Sponsored by GSA

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

5 60

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

12048924R0017

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

Sponsored by GSA

Table of Contents

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 SCHEDULE OF ITEMS

B.2 SCHEDULE NOTES

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 SCOPE OF CONTRACT

C.2 CONTRACTOR REQUIREMENTS / TECHNICAL REQUIREMENTS /

TASKS

C.3 GOVERNMENT FURNISHED

C.4 PROJECT LOCATION

C.5 DELIVERABLES / SCHEDULE

C.6 TRAVEL EXPENSES

C.7 CONTRACTOR’S KEY PERSONNEL

C.8 SAFETY REQUIREMENTS

C.9 SOIL MOISTURE

C.10 MAGNITUDE OF CONSTRUCTION PROJECT

C.11 PERIOD OF PERFORMANCE

C.12 TECHNICAL SPECIFICATIONS (ROAD PROJECTS)

C.13 C.13 AGAR 452.211-72 STATEMENT OF WORK/SPECIFICATIONS

C.14 C.14 AGAR 452.211-73 ATTACHMENTS TO STATEMENT OF

WORK/SPECIFICATIONS

SECTION D--PACKAGING AND MARKING

D.1 PACKING AND MARKING

D.2 PROJECT LABELING FOR OFFICIAL CORRESPONDENCE

SECTION E--INSPECTION AND ACCEPTANCE

E.1 CLAUSES

SECTION F--DELIVERIES OR PERFORMANCE

F.1 CLAUSES

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 CLAUSES

G.2 OTHER REQUIREMENTS

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 CLAUSES

H.2 OTHER REQUIREMENTS .................................... Error! Bookmark not defined.

PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

I.1 CLAUSES

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

SECTION J--LIST OF ATTACHMENTS

J.1 ATTACHMENTS ..................................................... Error! Bookmark not defined.

PART IV--REPRESENTATIONS AND INSTRUCTIONS

SECTION K--REPRESENTATIONS, CERTIFICATIONS, AND

OTHER STATEMENTS OF OFFERORS OR RESPONDENTS

K.1 PROVISIONS

SECTION L--INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR

RESPONDENTS

L.1 PROVISIONS

SECTION M--EVALUATION FACTORS FOR AWARD

M.1 PROVISIONS

M.2 PROPOSAL EVALUATION

M.3 TECHNICAL EVALUATION FACTORS

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 SCHEDULE OF ITEMS

ROAD 2700 MP 3.42

MEASUREMENT

EST.

QUANTITY

UNIT

PRICE

LINE

ITEM CODES DESCRIPTION METHOD UNIT TOTAL

0001 15101 MOBILIZATION LSQ

LUMP

SUM

ALL

0002 15221

CONSTRUCTION SURVEY

& STAKING, METHOD 1

LSQ

LUMP

0003 15401 CONTRACTOR TESTING LSQ

LUMP

0004 15713

SOIL EROSION &

POLLUTION CONTROL

LSQ

LUMP

0005 20101

CLEARING & GRUBBING,

DISPOSAL METHOD A

LSQ

LUMP

0006 20431 ROCK EXCAVATION CQ

CUBIC

YARD

0007 20901

STRUCTURE

EXCAVATION

LSQ

LUMP

0008 25101

PLACED RIPRAP, CLASS 2,

METHOD A

CQ

CUBIC

0009 25502

SELECT GRANULAR

BACKFILL, COMPACTION

METHOD 1

(IMPORTED MATERIAL)

CQ

CUBIC

0010 25701

CONTRACTOR DESIGNED

RETAINING WALL, MSE

LSQ

LUMP

0011 30112

AGGREGATE SURFACE

COURSE, COMPACTION

METHOD 1

CQ

CUBIC

0012 60201

24 INCH PIPE CULVERT,

CMP

AQ

LINEAR

FOOT

0013 60207

END SECTION FOR 24-

INCH PIPE CULVERT

AQ EACH 1

0014 60605

24-INCH SPILLWAY PIPE,

CMP

AQ

LINEAR

0015 62102 MARKER, FLEXIBLE AQ EACH 3

0016 62512 TURF ESTABLISHMENT LSQ

0017 63501

TEMPORARY TRAFFIC

CONTROL

LSQ

LUMP

ROAD 2700 MP 3.42 Total Price $___________________

ROAD 3114 MP 1.97

QUANTITY

0018 15101 MOBILIZATION LSQ

LUMP

0019 15201

AND STAKING, METHOD

II, TOLERANCE B

LSQ

LUMP

0020 15713

SOIL EROSION AND

POLLUTION CONTROL

LSQ

LUMP

0021 20101

CLEARING AND

GRUBBING, DISPOSAL OF

TOPS AND LIMBS,

METHOD F, LOGS I,

STUMPS J

LSQ

LUMP

0022 20201

SELECTIVE CLEARING,

DISPOSAL METHOD F

LSQ

LUMP

0023 20301

REMOVAL OF LOGS FROM

ROADWAY, DISPOSAL

METHOD F, SCATTERING

LSQ

LUMP

0024 20302

REMOVAL OF EXISTING

CULVERT, DISPOSAL

METHOD A

AQ EACH 1

0025 20401

ROADWAY EXCAVATION,

COMPACTION

PLACEMENT METHOD C,

TOLERANCE CLASS C

CQ

CUBIC

0026 30112

COURSE, COMPACTION

METHOD D

CQ

CUBIC

0027 60201

18 INCH PIPE CULVERT,

ALUMINIZED STEEL, 0.064-

INCH THICKNESS

AQ FOOT 32

0028 60605 18 INCH SPILLWAY PIPE AQ FOOT 20

0029 62512 TURF ESTABLISHMENT LSQ

ROAD 3114 MP 1.97 Total Price $___________________

ROAD 3114 MP 2.24

QUANTITY

0030 15101 MOBILIZATION LSQ

LUMP

0031 15221

& STAKING, METHOD 1

LSQ

LUMP

0032 15401 CONTRACTOR TESTING LSQ

0033 15713

SOIL EROSION &

POLLUTION CONTROL

LSQ

LUMP

0034 20101

CLEARING & GRUBBING,

DISPOSAL OF TOPS AND

LIMBS F, LOGS I, STUMPS J

LSQ

LUMP

0035 20431 ROCK EXCAVATION CQ

CUBIC

0036 20302

REMOVAL OF EXISTING

CULVERT, METHOD A

CQ EACH 1

0037 20901 STRUCTURE EXCAVATION LSQ

0038 25502

SELECT GRANULAR

BACKFILL, COMPACTION

METHOD 1

(IMPORTED MATERIAL)

CQ

CUBIC

0039 26101

REINFORCED SOIL SLOPE,

WELDED WIRE

CQ

SQUARE

0040 30112

COURSE, COMPACTION

METHOD D

CQ

CUBIC

60201

24 INCH ALUMINIZED

STEEL. CORRUGATED

STEEL PIPE, 0.064-INCH

THICKNESS

CQ

LINEAR

0042 60505

24-INCH SPILLWAY PIPE,

CMP

CQ

LINEAR

0043 62512 TURF ESTABLISHMENT LSQ

0044 63501

TEMPOARY TRAFFIC

CONTROL

LSQ

LUMP

ROAD 3114 MP 2.24 Total Price $___________________

Total Price (all 3 sites) $___________________

B.2 SCHEDULE NOTES

1 Day = 8 working hours AQ = Actual Quantity CQ = Contract Quantity LSQ = Lump Sum Quantity

SECTION C—DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 SCOPE OF CONTRACT

This is a construction requirement for the repair of 3 sites with slide failures of the road embankment and/or ground located in the Umpqua National Forest, in Douglas County Oregon.

Refer to schedule of items for line items.

Three site locations:

1) National Forest System Road 2700 MP 3.42: Design and Construction of a Mechanically Stabilized Earth retaining wall, of approximate dimensions, 20’ height and 154’ length.

2) National Forest System Road 3114 MP 1.97: Realign 360 feet length of road, shifting into the hillside.

3) National Forest System Road 3114 MP 2.24: Construction of a reinforced soil slope with approximate dimensions of 50’ height and total length of 174 feet.

Background

This work involves the repair of failures of Forest Service roads, in remote locations. At the work sites, landslides have resulted from recent flood damage, and/or wildfires. Segments of these roads must be reconstructed with a slope reinforcement, a retaining wall, and a road realignment.

Work includes but is not limited to: providing temporary traffic control, clearing of trees and hazard trees, furnishing materials for and constructing these engineered structures, installing culverts, and reconstructing the road aggregate surfacing.

Other work may include road maintenance, and removal of trees from roadway as needed for accessing sites.

C.2 CONTRACTOR REQUIREMENTS / TECHNICAL REQUIREMENTS / TASKS

Road 27 MP 3.42

Design and Construction of a Mechanically Stabilized Earth (MSE) retaining wall, of approximate dimensions 20’ height (at tallest) and 154’ total length. Work includes:

o Design of and furnishing materials for MSE retaining wall.

o Excavation to retaining wall foundation, including rock excavation. (Blasting is not permitted at this site.)

o Furnishing or producing from Government provided material source the select granular backfill material for the retaining wall.

o Installing a new 24” culvert with spillway assembly o Reconstruction the 2 lane, aggregate surfaced road

Road 3114 MP 1.97

Realign 360 feet length of road, shifting it into the hillside. Work includes:

o Excavation of approx. 800 cubic yards o Embankment construction of about 200 cubic yards o Installation of 18” diameter culvert with spillway assembly o Reconstruction of the single lane aggregate surfaced road.

Road 3114 MP 2.24 Construction of a reinforced soil slope (RSS) with approximate dimensions of 50’ height

(at tallest), and total length of 174 ft. Work includes:

o Furnishing materials for welded wire RSS o Excavation of existing materials, including rock excavation of estimated volume

1105 cubic yards.

o Furnishing 5,900 cubic yards of select granular backfill, for the RSS.

C.3 GOVERNMENT FURNISHED

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.

*For Road 3114, government furnished granular backfill is NOT available.

For locations, see the vicinity map sheets in the plans sets for each project site.

C.4 PROJECT LOCATION

Project sites are located in the Umpqua National Forest, in Douglas County Oregon.

Location Project sites are located in the Umpqua National Forest, in Douglas County Oregon.

Road 27 MP 2.42, located near Glide, Oregon

Item No. Description Location Date Available

R oa d

P ro je ct A re a

0009 Select Borrow Black Creek Quarry

Notice to Proceed N/A Water Source

White Creek (near Coolwater Campsite) Pinnacle Creek

N/A Waste Site Black Creek Quarry

N/A Staging / Processing Area

Coolwater Staging Area

0016 Seed North Umpqua Ranger Station

Provide COR 7 days notice

R oa d

P ro je ct A re a

N/A Waste Site Big Stump Quarry Garbage Pit

Notice to Proceed N/A

Water Source Jackson Creek; Road 29 at the 2925 Junction

N/A Stockpile of Topsoil/Spoils

Garbage Pit

Seed Tiller Ranger Station Provide COR 7 days notice

Legal description for site is T27S R1W S21 Latitude 43°12'31.36"N and Longitude 122°49'20.19"W

From Glide (on Hwy 138E): travel south on Little River Road, which becomes Forest Road 2700.

Project will be about 20 miles from Hwy 138E.

Road 3114 sites are located near Tiller, Oregon Legal description for these sites is T30S R1W S23 Latitude 43°12'31.36"N and Longitude 122°49'20.19"W From Tiller, Oregon: Travel East on South Umpqua Road.

In 5.2 miles, turn right onto Jackson Creek Road, Forest Road 29.

In 3.7 miles, turn right onto Forest Road 31.

In 1.7 miles, Forest Road 3114 will be on the left.

Project sites start at 1.97 miles.

C.5 DELIVERABLES / SCHEDULE

Refer to Schedule of Items.

C.6 TRAVEL EXPENSES

Travel expenses are not authorized for this project.

C.7 CONTRACTOR’S KEY PERSONNEL

(a) The Contractor shall assign to this contract the following key personnel:

On-site supervisor for the Road 27 project site On-site supervisor for the Road 3114 project sites

(b) During the first ninety (90) days of performance, the Contractor shall make no substitutions of key personnel unless the substitution is necessitated by illness, death, or termination of employment. The Contractor shall notify the Contracting Officer within 15 calendar days after the occurrence of any of these events and provide the information required by paragraph (c) below.

After the initial 90-day period, the Contractor shall submit the information required by paragraph

(c) to the Contracting Officer at least 15 days prior to making any permanent substitutions.

(c) The Contractor shall provide a detailed explanation of the circumstances necessitating the proposed substitutions, complete resumes for the proposed substitutes, and any additional information requested by the Contracting Officer. Proposed substitutes should have comparable qualifications to those of the persons being replaced. The Contracting Officer will notify the Contractor within 15 calendar days after receipt of all required information of the decision on substitutions. The contract will be modified to reflect any approved changes of key personnel.

C.8 SAFETY REQUIREMENTS

Contractors must adhere to all applicable safety standards and regulations as mandated by the FAR, AGARS, OSHA, and local Douglas County ordinances throughout the duration of the project. This includes the implementation of comprehensive site – specific safety plans addressing the unique hazards of working in forested, potentially unstable terrain and ensuring all personnel are trained in emergency response procedures (fall protection, slope stability, etc.). Personal Protective Equipment (PPE) must be worn by all site personnel at all times, with additional requirements for safety gear specific to tasks involving heights, heavy machinery, and excavation.

Environmental protections must be observed to minimize impact on the surrounding forest and wildlife, including sediment control and careful management of construction materials and waste.

C.9. SOIL MOISTURE

Equipment use may be suspended when soil moisture conditions are not favorable for obtaining a satisfactory result, as determined by the COR or Inspector.

C.10 MAGNITUDE OF CONSTRUCTION PROJECT

In accordance with FAR 36.204 Disclosure of the Magnitude of Construction Projects, the magnitude of the requirement is between $1,000,000 and $5,000,000.

C.11 PERIOD OF PERFORMANCE

The estimated Period of Performance for this project is 07/15/2024 - 07/15/2025.

Total Length of Contract (months and years): 12 months

Days and Hours of Work. The work is to be accomplished approximately ten hours per day, with no restrictions to the days of the week. The workday shall be between the hours of 7:00 a.m. and 6:00 p.m. Workdays may be inconsistent to accommodate weather, soil moisture, or emergency repairs. This schedule may be altered by mutual agreement during the contract period. Contractor shall notify the COR in advance of any request for any significant alteration.

C.12 TECHNICAL SPECIFICATIONS (ROAD PROJECTS)

Standard and Supplemental Specifications for FP-14 shown in the specification listing contained in the attachments are applicable to this contract. All specifications not included in the specification listing but referenced by listed specifications, are applicable. The Supplemental Specifications shown on the specification list are physically attached.

C.13 AGAR 452.211-72 STATEMENT OF WORK/SPECIFICATIONS (FEB 1988)

Unless otherwise provided, the Contractor shall furnish all labor, materials, facilities, equipment, tools, supplies, supervision, transportation and incidentals required to perform the work.

Measurement and payment for contract work will only be made for and under those pay items included in the Schedule of Items. All other work and materials will be considered as subsidiary or incidental to and included in the payment for pay items shown.

Bidders must bid on all three project sites in Umpqua National Forest, in Douglas County Oregon.

C.14 AGAR 452.211-73 ATTACHMENTS TO STATEMENT OF

WORK/SPECIFICATIONS (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.

SECTION D—PACKAGING AND MARKING

D.1 PACKING AND MARKING

All shipments of materials, equipment and/or supplies shall be addressed to the Contractor and not to the Government.

D.2 PROJECT LABELING FOR OFFICIAL CORRESPONDENCE

The Government singularly identifies each project with a contract number at time of award. The contract number is a unique identifier to purposely and permanently represent an awarded project.

The Government issued contract number is to be referenced on all official communication starting upon notice of award.

SECTION E—INSPECTION AND ACCEPTANCE

E.1 CLAUSES

52.246-12 Inspection of Construction (AUG 1996)

SECTION F—DELIVERIES OR PERFORMANCE

F.1 CLAUSES

52.211-18 Variation in Estimated Quantity (APR 1984) 52.236-15 Schedules for Construction Contracts (APR 1984) 52.242-14 Suspension of Work (APR 1984) 52.249-10 Default (Fixed-Price Construction)

52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984) The Contractor shall be required to (a) commence work under this contract within 365 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 15 July 2025. The time stated for completion shall include final cleanup of the premises.

Alternate I (APR 1984) The completion date is based on the assumption that the successful offeror will receive the notice to proceed by 15 July 2024. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

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 7 business days after the date of contract award. The conference will be held via Microsoft Teams.

G.2 OTHER REQUIREMENTS

Request for Proposal (RFP) Procedures

a) A SF 1442 is a contractual instrument issued by an authorized and warranted government Contracting Officer to order work for the government.

b) As the need exists for performance under the terms of this Contract any warranted Forest Service Contracting Officer may solicit quotes.

c) Additional specifications may be provided with each RFP.

d) RFPs will be transmitted primarily via e-mail and/or SAM.GOV.

e) RFPs may include evaluation criteria (ie: past performance, technical approach, etc.) which will require the submission of a technical proposal. All RFPs shall specify the method for award determination and indicate the required response documentation.

f) Upon the receipt of an RFP from the Government, the Contractor shall respond as specified.

g) Contract holders will receive fair opportunity to be considered for each RFP unless one of the exceptions in FAR Subpart 16.505(b)(2) applies.

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 CLAUSES

452.237-74 Key Personnel (FEB 1988)

(a) The Contractor shall assign to this contract the following key personnel:

(b) During the first ninety (90) days of performance, the Contractor shall make no substitutions of key personnel unless the substitution is necessitated by illness, death, or termination of employment. The Contractor shall notify the Contracting Officer within 15 calendar days after the occurrence of any of these events and provide the information required by paragraph (c) below.

After the initial 90-day period, the Contractor shall submit the information required by paragraph

(c) to the Contracting Officer at least 15 days prior to making any permanent substitutions.

(c) The Contractor shall provide a detailed explanation of the circumstances necessitating the proposed substitutions, complete resumes for the proposed substitutes, and any additional information requested by the Contracting Officer. Proposed substitutes should have comparable qualifications to those of the persons being replaced. The Contracting Officer will notify the Contractor within 15 calendar days after receipt of all required information of the decision on substitutions. The contract will be modified to reflect any approved changes of key personnel.

H.2 OTHER REQUIREMENTS

Prosecution of Work – Work Hour Limits – Work Item Limits

Construction at the Road 27 MP 3.42 site will need to happen in the spring; Road 27 must be open to the public no later than June 1.

Product Substitution

Any modification of other items, designs, materials, products or equipment (including Government-furnished property), made necessary because of a substitution, will be the responsibility of the Contractor without adjustment in contract price or time. The Contracting Officer's approval of any 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.

Contractor’s Representation & Responsibility

A. In making formal request for substitution the Contractor represents he/she:

1. Have investigated proposed product and determined that it is equal to or superior in all respects to that originally specified.

2. Will provide same warranties and bond for substitute as for originally specified product.

3. Will coordinate installation of accepted substitution into the work, and will make such changes as may be required for the work to be complete in all respects.

4. Will waive claims for additional costs caused by substitution, which may subsequently become apparent.

5. Cost data is complete and includes related costs under the contract, but not:

a. Costs under separate contracts.

b. Contracting Officer costs for redesign or revision of contract documents.

B. The Contractor assumes full responsibility that the substitution and/or alternate items or procedures proposed will meet the job requirements.

C. The Contractor is solely responsible for the cost of redesign and modifications to this and other parts of the work caused by the substitutions or alternates furnished.

H-5. Submittals, Shop Drawings, Material Certifications and Testing Reports

Does the acquisition require the submission of shop drawings, submittals, material certifications or testing reports?

Yes X No ___ If yes, do the drawings need to be reproducible?

Yes X No ___

The following shall be submitted on this project:

Title Referenced by Specification No.

Time of Government Approval After Submittal

Forest Service Bridge Use Application

Road Use and Maintenance Clause in Section H

28 Days

Soil Erosion and Sediment Control Plan

FSSS Section 157.04 14 Days

Quality Control Plan FP-14 and FSSS Section 153.03 14 Days Dewatering & Excavation Plan FP-14 Sections 208, 209 and 157 14 Days

Traffic Control Plan FP-14 Section 156 of the Forest Service Supplemental Specification (FSSS).

14 Days

Retaining wall design drawings and details with supporting calculations

FP-14 Section 257 90 Days

Aggregate Surface Course FP-14 302 & 703.06 14 Days Aggregate Pipe Bedding FP-14 302 & 703.06 14 Days Rip Rap, class 2 FP-14 251 & 705.02 14 Days

Noxious Weed Free Straw Certifications

FP-14 625 & 713.05(a) 14 Days

Safety Plan Accident Prevention clause

[FAR 52.236-13]

14 Days

Product and Material Certifications and Literature for Pipe

Submit manufacturers information for approval for pipes

14 Days

Fire Plan R6-FS-6300-55 and Certification that your Fire Tools and Equipment are in full compliance with the contract requirements

R6-FS-6300-52 part 2 in Section J 14 Days

Proposed Progress Schedule Schedules For Construction Contracts

N/A

Designation of Representative R6-

FS-6300-6

Superintendence By The Contractor

[FAR 52.236-6]

N/A

Proposed Progress Schedule Schedules For Construction Contracts

N/A

Engineered Spill Prevention Plan (if any on-site storage criteria is met

Hazardous Materials clause in section H

N/A

Drug Free Workplace Policy Drug-Free Workplace

[FAR 52.223-6]

N/A

SF1413 - Statement and Acknowledgement for each Subcontractor including Owner/Operators and other Sole Proprietorship Subcontractors [not required for material suppliers]

Subcontracts (Labor Standards)

[FAR 52.236-11]

N/A

Payroll Record WH347 Certified Payrolls submitted weekly

Payroll and Basic Records [FAR 52.222-8]

N/A

Shop Drawings The following shop drawings shall be submitted on this project:

Title Referenced by

Specification No.

Time of Government Approval After Submittal

Retaining wall design drawings and details with supporting calculations

FP-14 Section 257 90 Days

Material Certifications and Testing Reports The following material certifications and/or testing reports shall be submitted on this project:

Title Referenced by Specification No.

Retaining wall design drawings and details with supporting calculations

FP-14 Section 257

Aggregate Surface Course FP-14 302 & 703.06 Aggregate Pipe Bedding FP-14 302 & 703.06

Rip Rap, class 2 FP-14 251 & 705.02 Noxious Weed Free Straw Certifications FP-14 625 & 713.05(a) Product and Material Certifications and Literature for Pipe

Submit manufacturers information for approval for pipes

Landscape Preservation and Hazardous Materials

(a) The Contractor shall confine operations to within the clearing limits or other areas designated in the contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Material which falls outside of these limits shall be retrieved, disposed of, or incorporated in the work as directed by the Contracting Officer. The Contractor shall make all reasonable attempts to preserve the scenic and natural environment within and adjacent to this construction project.

(b) Operations shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, lakes, reservoirs, and other surface waters.

(1) Wash water or waste from concrete, aggregate or other operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

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

(c) No petroleum products or other hazardous substances shall be released on or into land or rivers, streams, impoundments or other waters, or into natural or manmade channels leading thereto or therefrom. Servicing of all equipment shall be done only in the areas approved by the Contracting Officer. The Contractor shall transport off government lands all waste oil, vehicle oil filters (drained of free-flowing oil), and oily rags and shall dispose of such materials in accordance with applicable State and Federal regulations.

(1) If the total on-site oil or oil products storage exceeds 1320 gallons or if any single container exceeds a capacity of 660 gallons, the Contractor shall prepare and implement a Spill Prevention Control and Countermeasures (SPCC) Plan. Such plan shall meet applicable EPA requirements (40 CFR 112) including certification by a registered professional engineer. This plan shall include notification of appropriate state and local officials, the Contracting Officer and other appropriate agencies.

(2) At all on-site work areas (including Contractor storage, transfer, fueling, mixing sites, etc., for oil, oil products or any hazardous materials), the Contractor shall take appropriate preventive measures to insure that any release of hazardous products does not enter any stream or other waters of the United States or any of the individual States and shall conform to the federal, state and local regulations. Planned spill containment locations in stream courses shall be established prior to commencement of work activities. These locations will be reviewed by the Contracting Officer or representative. When deemed appropriate; additional planned preventive measures shall be established for review by the Contracting Officer or representative.

(3) The Contractor, acting independently, shall immediately take action to notify the appropriate agencies including the Contracting Officer, and to contain and clean up, without expense to the Government, all petroleum products or other hazardous substance releases which are on or in the vicinity of the project and which are caused by the Contractor's employees, directly or indirectly.

The Contractor shall have the necessary materials on site to contain a spill which may occur on land or within live streams as appropriate for any potential flow conditions likely to occur. This may require absorbent pads and/or booms or other containment devices. In the event the Government determines that additional resources beyond those of the Contractor's are required, the Contractor may be held liable for all damages and costs including, but not limited to additional labor, subsistence, equipment, supplies and transportation deemed necessary by the Government for the containment and clean-up of petroleum products or other hazardous substance releases caused by Contractor's employees or resulting from or related to construction operations.

(4) The Contractor shall notify the Contracting Officer of any hazardous materials to be used on the job and shall have Material Safety Data Sheets (MSDS) for those materials available on the job.

Conformity with Drawings and Specifications

Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the drawings, indicated in the specifications, or designated on the ground.

"Reasonably close conformity" is in compliance with reasonable and customary manufacturing and construction tolerances.

A. Definition. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

B. The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

C. Government inspections and tests are for the sole benefit of the Government and do not--

1. Relieve the Contractor of responsibility for providing adequate quality control measures;

2. Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

3. Constitute or imply acceptance; or

4. Affect the continuing rights of the Government after acceptance of the completed work under paragraph (I) below.

D. The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

E. The Contractor shall promptly furnish, without additional charge, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

F. The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

G. If the Contractor does not promptly replace or correct rejected work, the Government may (1) by contract or otherwise, replace or correct the work and charge the cost to the Contractor or (2) terminate for default the Contractor's right to proceed.

H. If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

I. Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government's rights under any warranty or guarantee.

Construction Stakes, Lines, and Grades

(a) Unless a Pay Item for Construction Staking is included in the Schedule of Items, the Government will set initial construction stakes establishing lines, slopes, and continuous control points, reference lines, and bench marks for other structures and improvements and will furnish the Contractor with all necessary information relating to lines, slopes, and grades.

(b) These stakes and control points shall constitute the field control from which the Contractor shall establish other necessary controls and execute the work. The Contractor shall furnish, without additional compensation, all additional stakes, all templates, batter boards, and other materials and supplies necessary for marking and maintaining points and lines established. If any construction control points have been destroyed or displaced or are erroneous, the Contractor shall promptly notify the Contracting Officer.

(c) The Contractor is responsible for the preservation of all stakes and control points. The cost of replacing them will be charged to the Contractor when destroyed due to Contractor's negligence or operation.

(d) In the case of alterations which involve any changes in construction staking, the Contractor shall cooperate with the Contracting Officer and facilitate the prompt re-establishment of the field control for the altered or adjusted work.

Contractor’s Use of Existing Roads

The Contractor is authorized to use roads in the immediate construction project area for performance of work under this contract. The authorization is limited to roads necessary for direct access between the construction area and storage sites, disposal areas, and other work areas designated in the contract.

The roads authorized for use will be subject to the following general conditions:

(1) State laws governing traffic rules and equipment requirements on State and County Highways.

(2) Federal Regulations contained in 36 CFR 261.12. These regulations prohibit use in excess of State Codes for weight and size, damaging a road while using it, and blocking a road open to use by others.

The Contractor shall be responsible for and perform road maintenance commensurate with his use of Forest Service roads in the construction area.

Road Maintenance Requirements

In order to fulfill the obligation to protect existing facilities, material source, and disposal site access roads from seasonal weather damage to safeguard soil and water quality, and to repair damage commensurate with his use, the Contractor shall perform road maintenance work on these roads in accordance with the following:

1. While performing ordinary road maintenance work, the Contractor shall avoid permanent fouling of gravel or bituminous surfaces through covering them with earth or debris from side ditches, slides, or other sources. The Contractor shall avoid blading surface material off the surface of roads.

2. While performing all phases of construction, the Contractor shall minimize damage to ditches, slopes and road surfaces. Where damage does occur, the Contractor shall restore the road to its prior condition within a reasonable period of time.

3. The Contractor shall remove all excess materials and debris from asphalt roadways and trails immediately after backfilling has been completed. This may require brooming and hosing down with water.

4. On completion and acceptance of work requirements, including acceptance of road maintenance by the Forest Service, Contractor road maintenance responsibility shall terminate.

Road Use and Maintenance

Use of Roads

(a) The Contractor is authorized to use roads that are a part of the construction project and those Forest Service roads designated below for performance of work under this contract.

Road Number / Bridge Name

Termini Authorizations, Restrictions & Requirements

Maintenance Required?

R oa d

P ro je ct

A re a

End of County Road (Little River Rd.) to Road 4714 (MP 0 to MP 11.21)

No

2700-030 Little River Road (County Road) to Coolwater Stockpile Site (MP 0 to 1.00)

Yes

Road 27 to Road 2719-020 (MP 0 to 0.61)

Yes

2719-020 Road 2719 to Road 2719-022 (MP 0 to 0.31)

Yes

2719-022 Road 2719-022 to Black Creek Quarry (MP 0 to 0.30)

Yes

Whole Road length (Hwy 138E to Road 27, MP 0 to 14.76)

Yes

Coolwater Bridge Road 2700-030 MP 0.01 Forest Service Bridge Use Permit required for Loads over Highway Legal (ODOT Permit Weight Table 1)

No

Greaserack Culvert Road 27 MP 8.90 Little River Black Road 2719 MP 0.60 Panther Creek Bridge

Road 4714 MP 0.10

Fairy Camp Bridge Road 4714 MP 13.50

R oa d

P ro je ct A re a 29

South Umpqua Road to Road (MP 0.00 to 9.84)

No

Road 2900 to Road 3100 (MP 0.00 to 0.84)

No

Whole road length (Road 31 to Road 2925, MP 0.00 to 15.90)

Yes

Road 29 to Road 3114 (MP 2.60 to MP 6.94)

Yes

John Rondeau Bridge

Road 29 MP 0.05 Forest Service Bridge Use Permit

No

Jackson Creek Bridge

Road 31 MP 0.10 required for Loads over Highway Legal (ODOT Permit Weight Table 1)

Beaver Creek Bridge

Road 3114 MP 0.20

Deep Cut Bridge Road 29 MP 9.70 Black Canyon Bridge

Road 2925 MP 0.10

(b) If the Contractor requests use of a National Forest road or segment not designated for his use, the Forest Service may authorize such use if not in conflict with the current Road Rules document. Authorization to use such additional roads may include maintenance requirements and use limitations.

(c) The roads authorized for use will be subject to the following provisions:

1. The Road Rules in the current Umpqua National Forest Commercial Road Rules Document are applicable to all commercial road users. This document is available for inspection at the office of the Forest Supervisor and shall be applicable except when modified by provisions of the contract.

2. State laws governing traffic rules and equipment requirements on State and County highways.

3.Federal regulations contained in 36 CFR 261.12. These regulations prohibit use of vehicles or equipment in excess of State legal highway loads or posted limits without valid State and Forest Service overload permits, damaging a road while using it, and blocking a road open to use by others, except as may be otherwise provided in the contract.

Load Limits --All vehicles and equipment shall not exceed State legal highway loads and widths or posted limits without valid State and Forest Service overload, overwidth permits. Forest Service overload permit for this project may be obtained from the District Ranger.

4. Federal Regulations contained in 36 CFR 261.54 as applied to the area by an order issued under 36 CFR 261.50. These regulations authorized the Forest Service, as a sovereign act, to issue additional restrictions and closures any time conditions warrant. Such closures will be in addition to those shown in the current Road Rules Document and will be posted on the road.

Traffic Control

The Contractor shall provide, erect and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public. Roads closed to traffic shall be protected by effective barricades, and obstructions shall be illuminated during the hours of darkness. Suitable warning signs shall be provided to properly control and direct traffic.

The Contractor shall erect warning signs in advance to any place on the project where operations may interfere with the use of the road or trail by traffic and at all intermediate points where the new work crosses or coincides with an existing road or trail. All road barricades, warning signs, lights, temporary signals, flagman and pilot car operators and equipment, and other protective devices, except for special devices, shall conform with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, published by the Federal Highway Administration and applicable safety codes.

The Contractor shall furnish, erect, maintain, and remove when notified any project identification signs shown on the drawings.

Necessary warning signs and guards shall be posted during blasting operations to safeguard the public.

Control of Material

Rights In and Use of Materials

(a) The Contractor, with the written approval of the Contracting Officer, may use on the project suitable stone, gravel, and sand, or other material found in the excavation. Payment will be made both for the excavation of such materials at the corresponding contract unit price and for the pay items for which the excavated material is used. The Contractor shall replace without additional compensation sufficient suitable materials to complete the portion of the work which was originally contemplated to be constructed with such material.

(b) Materials produced or processed from Government lands in excess of the quantities required for performance of this contract are the property of the Government. The Government is not obligated to reimburse the Contractor for the cost of their production.

Material Sources

(a) Designated Sources - Sources of local materials are designated on the drawings. The Government assumes responsibility for the quality and quantity of material in the source. The Contractor shall determine the equipment and work required to produce the specified product.

The Contractor shall utilize all suitable material in the source. The designation of source will include the rights of the Contractor to use certain area(s) for plant site, stockpiles, and haul roads.

When materials are subject to weight measurement, the weight/volume relationship used for determination of designed quantities will be shown on the Drawings.

Should the designated source, due to causes beyond the control of the Contractor, contain insufficient suitable material, the Government will provide another source with an equitable adjustment in accordance with Clauses 52.243-5, Changes and Changed Conditions or Clause 52.236-2, Differing Site Conditions.

(b) Contractor Furnished Sources - When the material sources are not designated as provided above or the Contractor elects not to use designated sources, the Contractor shall be responsible for providing the specified product with no adjustment in contract price, unless weight/volume relationship differences between designated source material and Contractor furnished source material result in financial disadvantage to the Government. Quality Testing shall be the responsibility of the Contractor.