B08_Sol_140L4324R0010_RainieFallsTrailClearing.pdf

SOLICITATION, OFFER, 1. SOLICITATION NO. 2. TYPE OF SOLICITATION r3. DATE ISSUED PAGE OF PAGES

ANDAWARD 140L4324R0010 □ ���:�g� D

F<g':k1D

I(Construction, Alteration, or Repair) □ NEGOTIATED IRFPl 03/26/2024 1 128

REQUEST FOR PROPOSAL

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

LHA

5. REQUISITION/PURCHASE REQUEST NO.

0040642486

8. ADDRESS OFFER TO

6. PROJECT NO.

BLM OR-ST OFC PROC MGMT BR(OR952)

1220 SW 3rd Avenue, 12th Floor

PORTLAND OR 97204

See Section L.1.1

9. FOR

INFORMATION CAL

SOLICITATION

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

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

Rainie Falls Trail Clearing and Reconstruction for the ELM-Medford District Office and Grants Pass Field Office.

The magnitude of the project is $100,000 to $250,000.

This solicitation is issued Unrestricted.

CONTRACTOR NAME:

CONTRACTOR POC:

POC EMAIL:

SAM UEI No.:

11. The Contractor shall begin performance within calendar days and complete it within 1 R Q calendar days after receiving

□ award, ["] notice to proceed. The performance period is ["]mandatory □negotiable. (See Clause 52. 211-10

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

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

ll<lYES □ NO

a. Sealed offers in original and 1 copies to perform the work required are due at the place specified in Item 8 by

12b. CALENDAR DAYS

1430 (hour) local time

04/25/2024 (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 .

b. An offer guarantee D is, i"J is not required.

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

d. Offers providing less than 0 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected .

NSN 7540-01-155-3212 STANDARD FORM 1442 (Rev. 12/2022) Prescribed by GSA FAR(48 CFR) 53.236-1 (d)

OFFER (Must be fully completed by offeror)

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

17. The offerer 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.)

AMOUNTS

► I

18. The offerer agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and dale 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:

Continued.

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES CODE AT

26. ADMINISTERED BY

D 10 U.S.C. 3204(a} D 41 U.S.C. 3304(a}

CONTRACT/NG OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

□ 28. NEGOTIATED AGREEMENT (Contraclor is required to sign this document 029.AWARD (Contraclor is not required to sign this document.) Your offer on this and retum copies to issuing office.) Contractor agrees to furnish solicitation is hereby accepted as to the items listed. This award consummates the and deliver all items or perform all work requirements identified on this form and contract, which consists of (a) the Government solicitation and your offer, and (b) any continuation sheets for the consideration stated in this contract. The rights this contract award. No further contractual document is necessary.

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 soecifications incomorated bv reference in or attached to this contract.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN {Type or prinQ 31a. NAME OF CONTRACTING OFFICER {Type or print)

Fortunato Sapida Jr

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

STANDARD FORM 1442 (REV. 1212022) B ACK

CONTINUATION SHEET

EFERENCE NO. OF DOCUMENT BEING CONTINUED

140L4324R0010

NAME OF OFFEROR OR CONTRACTOR

ITEM NO. SUPPLIES/SERVICES

(A) (B)

Delivery: 10/27/2024

Delivery Location Code: 0004276602

BLM-OR MEDFORD DISTRICT OFFICE*

3040 BIDDLE ROAD

MEDFORD OR 97504 US

Period of Performance: 05/01/2024 to 10/27/2024

00010 Rainie Falls Trail Clearing and Reconstruct

Product/Service Code: Z2PZ

Product/Service Description: REPAIR OR ALTERATION

OF OTHER NON-BUILDING FACILITIES

NSN 7540-01-152-8067

QUANTITY UNIT UNIT PRICE

(C) (D) (E)

PAGE

OF

AMOUNT

(F)

OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFRl 53.110

Rainie Falls Trail Clearing, Josephine County, Oregon SOLICITATION NO. 140L4324R0010 BLM-Medford District Office Page 4 of 128

Section Title Part I—The Schedule

A Solicitation/contract form B Bid schedule C Specifications/Drawings D Packaging and marking E Inspection and acceptance F Deliveries or performance G Contract administration data H Special contract requirements

Part II—Contract Clauses I Contract clauses

Part III—List of Documents, Exhibits, and Other Attachments

J List of attachments Part IV—Representations and Instructions

K Representations, certifications, and other statements of offerors

L Instructions, conditions, and notices to offerors M Evaluation factors for award

BLM-Medford District Office Page 5 of 128

SECTION B – BID SCHEDULE

This requirement is for one (1) Firm Fixed Price Construction contract for Rainie Falls Trail Clearing in Josephine County, Oregon.

Item Spec.

Section

Description Est.

Qty.

Unit of Measure

Unit Price Total Price

1 151 Mobilization and Demobilization 1 LS $ $

2 201 Trail Clearing - Vegetative 1 LS $ $

3 201 Trail Clearing - Rocky Debris 1 LS $ $

4 203 Retaining Wall Removal 9 EA $ $

5 204 Trail Widening 90 LF $ $

6 204 Rock Ford 3 EA $ $

7 204 Drainage Dip 2 EA $ $

8 253 Retaining Wall 35 SY $ $

TOTAL $

LS = Lump Sum SY = Square Yards LF- Linear Feet EA = Each Est.Qty. = Estimated Quantities

PERFORMANCE PERIOD: See clause 52.211-10 in Contract Clauses Section

THIS SOLICITATION IS UNRESTRICTED

(End of Section B)

BLM-Medford District Office Page 6 of 128

SECTION C – SPECIFICATIONS/DRAWINGS

TABLE OF CONTENTS

SPECIFICATIONS (from the Latest Version of the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14)

DIVISION 100 GENERAL REQUIREMENTS

Section 101 Terms, Format, and Definitions

Section 102 Bid, Award, and Execution of Contract

Section 103 Scope of Work

Section 104 Control of Work

Section 105 Control of Material

Section 106 Acceptance of Work

Section 107 Legal Relation and Responsibility to the Public

Section 108 Prosecution and Progress

Section 109 Measurement and Payment

DIVISION 150 PROJECT REQUIREMENTS

Section 151 Mobilization

Section 153 Contractor Quality Control

Section 155 Schedules for Construction Contracts

Section 156 Public Traffic

Section 157 Soil Erosion Control

DIVISION 200 EARTHWORK

Section 201 Clearing and Grubbing

Section 204 Excavation and Embankment

Section 253 Gabions and Revet Mattresses

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 630 Trail Construction

BLM-Medford District Office Page 7 of 128

SPECIAL CONTRACT REQUIREMENTS

FOR THE CONSTRUCTION OF

Rainie Falls Trail – Clearing

Description of Work

The work to be done under this contract includes all labor, supervision, transportation, equipment, tools, supplies, and materials necessary to perform the following work:

1. Clearing of woody debris, trees, rocky debris, and damaged retaining walls and construction of retaining walls utilizing hand tools.

2. Minor work includes some trail widening, construction of a few drainage dips and rock fords and felling of hazard trees utilizing hand tools.

Location of work is on an already established trail that was overrun by a fire in August of 2022 Location of the trailhead is on the south side of the Rogue River at the end of Grave Creek Road. It is near the intersection of Mt.

Reuben Road and in Township 34S Range 08 West, Section 01. Trailhead Latitude is 42.6486 and Longitude is at -

123.5855. Distance from I-5 at Wolf Creek is 15 miles to the west from Exit 76 or 15 miles west from Sunny Valley (Exit 71)

Applicable Standard Specifications

The General Requirements (Division 100) and the applicable sections of Divisions 150 through 700 of the Federal Highway Administration’s "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14, U.S. Customary Units" of the U.S. Department of Transportation, Federal Highway Administration apply to this project as modified by these Special Contract Requirements and Contract Clauses contained in the contract. Unless otherwise noted, all reference headings in these Special Contract Requirements refer to divisions, sections, subsections, articles or paragraphs of the Standard Specifications, FP-14. The Contractor shall keep a copy of FP-14 on site during all construction for this project.

The FP-14 is a separately published book by the Federal Lands Highway. To download FP-14 or to obtain a hard copy, visit:

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

BLM-Medford District Office Page 8 of 128

Included Drawings

Sheet Number Description__

1 Title Sheet 2 Stationing Plan for Pictures 3 Retaining Wall -Cantilevered 4 Cantilevered Wall Elevations 5 Retaining Wall – Restrained 6 Restrained Wall Plan and

Elevations 7 Retaining Wall – Gabion Baskets 8 Gabion Basket Plan and Elevations 9 Trail Clearing and Grubbing 10 Trail Cross Sections 11 Trail Stream Fords 12 Trail Drainage Dip

BLM-Medford District Office Page 9 of 128

PREFACE

Delete the Preface and substitute the following:

These Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects are issued primarily for constructing roads and bridges on Federal Highway projects under the direct administration of the Bureau of Land Management. These specifications are cited as "FP-14" indicating "Federal Project" Standard Specifications issued in 2014 and contain both United States Customary and Metric units of measure.

When designated in a contract, the FP-14 becomes part of the contract and binding upon all parties to the contract.

Construction contracts of the Bureau of Land Management are also governed by the following regulations:

● Federal Acquisition Regulation (FAR), Title 48, Code of Federal Regulations, Chapter 1

The FAR regulations are not included in the FP-14. A complete copy of the FAR is available from the Superintendent of Documents, Congressional Sales Office, U.S. Government Printing Office, Washington, DC 20402.

U.S. Customary units of measure are used in the FP-14 as provided in the November 25, 2008 Memorandum from Jeffrey F. Paniati entitled Update on Metric Use Requirements for FHWA Documents. Metric units are noted in parentheses following the U.S. Customary Units. The references to Metric or Metric units apply only when the project or portion of the project expressly calls for Metric units of measure.

BLM-Medford District Office Page 10 of 128

DIVISION 100

GENERAL REQUIREMENTS

Section 101. – TERMS, FORMAT AND DEFINITIONS

101.01 Meaning of Terms. Add the following:

Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.

101.03 Abbreviations. Add the following to (a) Acronyms:

AA

AAN

AAR

ABA

ACPA

ADA

AFPA

AI

AIA

ARA

AREA

ASCE

ASCII

ASLA

BLM

FTMS

GSA

IEEE

MIL

MSHA

NESC

NFPA

PCA

SAE

USFS

USGS

USPS

WCLIB

WWPI

Aluminum Association American Association of Nurserymen Association of American Railroad Architectural Barriers Act American Concrete Pavement Association Americans with Disabilities Act American Forest and Paper Association Asphalt Institute American Institute of Architects American Railway Association American Railway Engineering Association American Society of Civil Engineers American Standard Code for Information Interchange American Society of Landscape Architects Bureau of Land Management Federal Test Method Standard General Services Administration Institute of Electrical and Electronic Engineers Military Specifications Mine Safety and Health Administration National Electrical Safety Code National Forest Products Association Portland Cement Association Society of Automotive Engineers United States Forest Service United States Geological Survey United States Postal Service West Coast Lumber Inspection Bureau Western Wood Preservers Institute

BLM-Medford District Office Page 11 of 128

Add the following to (b) U.S. Customary unit abbreviations and symbols:

hr mp ppm

Hour Milepost Part Per Million

101.04 Definitions. Delete the definitions for the following terms:

Bid

Bidder

Modify the following definitions as follows:

Contract Time – Delete this definition and substitute the following:

Period of Performance (POP) – The specified time allowed for completion of contract work. Work will be stopped in periods where soil is saturated and soil conditions are considered unsuitable. Typically between March-early December, the conditions are suitable.

Notice to Proceed – Delete this definition and substitute the following:

Notice to Proceed – Written notice from the Contracting Officer to the Contractor to begin the contract work.

Add the following:

Maximum Particle Size – The smallest sieve opening through which all particles in the material will pass.

Neat Line – A line defining the proposed or specified limits of an excavation or structure.

Pioneer Road – Temporary construction access built along the route of the project.

Protected Streamcourse – A drainage shown on the plans that requires designated mitigation measures.

Right-of-Way – A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Utilization Standards – The minimum size and percent soundness of trees described in the specifications to determine merchantable timber.

BLM-Medford District Office Page 12 of 128

Section 102. – BID, AWARD, AND EXECUTION OF CONTRACT

Delete this section in its entirety.

BLM-Medford District Office Page 13 of 128

Section 103. – SCOPE OF WORK

103.02 Disputes. Delete in its entirety.

103.03 Value Engineering. Delete in its entirety.

103.04 Contractor Records. Delete in its entirety.

BLM-Medford District Office Page 14 of 128

Section 104. – CONTROL OF WORK

104.03 Specifications and Drawings.

(c) As-built drawings. Modify the first sentence to read as follows: Use one set of Contractor-provided plans exclusively for as-built drawings of the gabion walls.

(d) Submittals: Add the following:

• Baseline Schedule Updates (referenced in 155.06)

• All Materials for Retaining walls (Gabion and revet mattress, wire, wire rope, fasteners galvanized steel posts, single socket tees, and epoxy)

104.04 Coordination of Contract Documents. Delete in its entirety.

BLM-Medford District Office Page 15 of 128

Section 106. – ACCEPTANCE OF WORK

106.05 Statistical Evaluation of Work and Determination of Pay Factor. Delete in its entirety, including all references to Statistical Evaluation. All references to Section 106.05 shall be replaced with references to Section

106.04 Measured or Tested Conformance.

BLM-Medford District Office Page 16 of 128

Section 107. – LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

107.01 Laws to be Observed. Delete in its entirety.

107.02 Protection and Restoration of Property and Landscape. Delete in its entirety.

107.03 Bulletin Board. Delete in its entirety.

107.05 Responsibility for Damage Claims. Delete in its entirety.

107.06 Contractor’s Responsibility for Work. Delete in its entirety.

107.09 Legal Relationship of the Parties. Delete in its entirety.

107.10 Environmental Protection.

(b) Oil and hazardous substances Delete first two paragraphs and add the following:

Contractor shall carry a spill kit that contains (10) pads of oil only absorbent with minimum dimension of 17” x 19” x ¼”, latex gloves, and water resistant bags or a container to store the clean up material. Spills shall be cleaned up according to Oregon Department of environmental Quality Requirements.

(e) Project specific Environmental Protection. Add this section:

General

No painting, marking, or flagging shall remain at the end of the project. The project area shall appear as natural as possible at the end of the project.

For Soils, Hydrology and Water Quality

Limit earth disturbing activities to the dry season. Keep erosion control measures concurrent with ground disturbance to allow immediate storm proofing. (Resource Management Plan BMP R62 from Southwestern Oregon ROD)

When there is a draw crossing, stabilize stream banks and minimize erosion.

Suspend ground-disturbing activity if projected forecasted rain will saturate soils to the extent that there is potential for movement of sediment from the road to wetlands, floodplains, and waters of the State. Resource Management Plan BMP R66 from Southwestern Oregon ROD)

Store all hazardous materials and petroleum products in durable containers placed outside of riparian reserves. Locate so an accidental spill will be contained and will not drain into the stream system.

Refuel machinery at least 150 feet from streams, ponds, or other wet areas. Equipment will not be stored in a stream channel overnight. Hydraulic fluid and fuel lines will be in proper working condition to minimize leakage into streams.

Place staging areas 175 feet or more from any natural water body or wetland.

Contractor shall take immediate action to stop and contain leaks or spills of chemicals and other petroleum products.

Notify the Oregon Emergency Response System, and the District Hazard Materials specialist via the COR, of any spill that enters the waters of the State (ROD/RMP 2016 p.200)

BLM-Medford District Office Page 17 of 128

Avoid removing snow from unsurfaced roads where runoff drains to waters of the State (ROD/RMP 2016 p.181)

Stabilize or revegetate all areas of exposed soil caused naturally or by man’s activities. Place special emphasis on preventing and controlling soil erosion near the water's edge (USDI 1972, p. 13412).

For Cultural Resources

If, during project implementation, the contractor becomes aware of any objects or sites of cultural value on Federal lands, such as historical or pre-historical ruins, graves, grave markers, fossils, or artifacts, the contractor shall immediately suspend all operations in the vicinity of the cultural value and notify the COR so that the site can be evaluated by a BLM archaeologist. If consultation is necessary certain areas of the project may be delayed until consultation is completed.

For Botany

Minimize the removal of trees and shrubs to the maximum extent possible. Remove only those trees required to safely complete the work.

Cutting or damaging trees over 8 inches in diameter will be avoided whenever possible, except where they present a safety hazard to the Contractor.

All equipment and vehicles shall be free of soil, seeds, vegetative matter and other debris that could contain noxious weed seeds.

If there are noxious weeds on site, orange flagging labeled in black with "NOXIOUS WEEDS" will be used to delineate avoidance boundaries

BLM-Medford District Office Page 18 of 128

Section 108. – PROSECUTION AND PROGRESS

Delete this section in its entirety.

BLM-Medford District Office Page 19 of 128

Section 109. – MEASUREMENT AND PAYMENT

109.03 Weighing Procedures and Devices.

(c) Project weighing system. Add the following:

Manual scales may be used if approved in writing by the CO and if the method of weighing meets all other contract requirements. For aggregates weighed for payment, adjust scale weights of material to deduct the daily average moisture content in excess of 2 percentage points over optimum moisture as determined by AASHTO T 99 or the designated compaction method. If moisture determination is necessary, determine the daily average moisture content in accordance with AASHTO T 255, from not less than three representative samples of aggregate taken at random intervals each day that aggregate is being weighed.

109.06 Pricing of Adjustments. Delete in its entirety.

109.07 Eliminated Work. Delete in its entirety.

109.08 Progress Payments. Delete in its entirety.

109.09 Final Payment. Delete in its entirety.

BLM-Medford District Office Page 20 of 128

Section 151. — MOBILIZATION

Delete in its entirety and replace with the following

Description

151.01 This work consists of moving personnel, equipment, material, and incidentals to the project and performing work necessary before beginning work at the project site. This work also includes obtaining permits, insurance, and bonds.

Measurement

151.02 Measure the Section 151 items listed in the bid schedule according to Subsection 109.02.

Payment

151.03 The accepted quantities will be paid at the contract price per unit of measurement for the Section 151 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Progress payments for mobilization by the lump sum will be paid as follows:

(a) Bond premiums will be reimbursed according to FAR Clause 52.232-5 Payments Under Fixed-Price Construction Contracts, after receipt of the evidence of payment.

(b) When 5 percent of the original contract amount is earned from pay items (not including mobilization), 50 percent of the mobilization pay item, or 5 percent of the original contract amount, whichever is less, will be paid.

(c) When 10 percent of the original contract amount is earned from pay items (not including mobilization), 100 percent of the mobilization pay item, or 10 percent of the original contract amount, whichever is less, will be paid.

(d) Any portion of the mobilization pay item in excess of 10 percent of the original contract amount will be paid after final acceptance.

151.03 Payment Add the following:

Pay Item Description Unit

1 Mobilization LS

BLM-Medford District Office Page 21 of 128

Section 155. – SCHEDULES FOR CONSTRUCTION CONTRACTS

Construction Requirements

155.06 Baseline Schedule Update. Delete in its entirety and replace with the following.

Submit a baseline construction schedule update no less than 7 days before any partial payment requests, or every thirty days, whichever is less. Show completion of work within the contract time. No progress payment will be made for any work until an updated construction schedule is approved by the CO.

Payment

155.10 Delete in its entirety and replace with the following:

The bid schedule does not contain an estimated quantity for Schedules for Construction Contracts. This work will be considered a subsidiary obligation of the Contractor under Section 201 Trail Clearing - vegetative

Section 156. – PUBLIC TRAFFIC

Description

156.01 Add the following:

This work consists of controlling and protecting the public from the project area. This section supplements FAR Clause 52.236-13, Accident Prevention.

156.03 Qualifications Delete in its entirety

156.04 Accommodating Traffic During Work Delete in its entirety

Measurement and Payment

156.11 Delete in its entirety and replace with the following

The bid schedule does not contain an estimated quantity for Public Traffic. This work will be considered a subsidiary obligation of the Contractor under pay items 201 Trail Clearing – Vegetative

BLM-Medford District Office Page 22 of 128

Section 157. – SOIL EROSION CONTROL

Payment

157.18 Delete in its entirety and replace with the following:

The bid schedule does not contain an estimated quantity for Soil Erosion Control. This work will be considered a subsidiary obligation of the Contractor under Section 201 Trail Clearing - Vegetative.

Section 201. - CLEARING AND GRUBBING

Description

201.01 Delete in its entirety and replace with the following:

This work consists of clearing trees, “hazard” trees, branches, limbs, vegetation, shrubs, loose rocks, burned or displaced wood and wire/rebar retaining walls structures within the clearing limits designated in the plans.

Note stationing was paced and is only approximate. The intention of the stationing is to match with the pictures (attached)

Summary of Damages for Clearing

Rock Clearing 1 mile

Number of Rock piles over 1’ deep and

10’-25’ long (along length of trail)

Number of Rock piles over 25’ long 5

Logs 8” and greater (smaller ones not noted) 30

Trees 12” and greater (smaller ones not noted) 9

Damaged 4x4 Pressure Treated wood walls 9

Rebar and Wire Walls 2

T posts 3

BATOther Woody debris within clearing limits (branches, brush) Not quantified

BLM-Medford District Office Page 23 of 128

List of Damages and Scope

Station Damage Description – note not all logs and trees are noted from Summary

Scope of Work

0+00 to 2+00

Rocks on trail – trail width = 6’, note kiosk undamaged at station 1+00 Clearing

2+00 to 4+00

Rocks on trail 2” to 4” deep, 3’ wide- note trail width is consistent at 3’ wide to end of trail, rock pile 5’ long x 5’ wide x 2’ high, rock pile 10’ long x 3’ wide x 1’ high, rock pile 10’ long 2’ deep and 15’ wide at the widest, Clearing

4+00 to 6+00

Log 20’ long, at 5 +00 8” x 20’ burned log, at 5+00 rocks 4” deep , Burned madrone 34” with multi branches, (2) rock piles 35’ long and 2’ high on upper side of 3’ trail with width is 25’ at widest, Rocks on trail at 6+00 about 4-6” deep

Clearing

4+30 Burnt retaining wall 4x4 pressure treated, wall is 4’ wide , 3’-10” high with

(2) 1” rebar

Clearing, Replace wall

6+00 to 8+00

Rock pile 20’ long, 0-5’ deep. Widest approx. 8’ wide, burnt wood debris on trail logs approx. 8”

Clearing

7+50 Damaged 20 feet of #12 gauge wire on retaining wall constructed of rebar and wire. Wall is approx. 4’ wide

Clearing, replace 20 feet of #12 gauge galv. wire

8+00 to 10+00

Rock pile 25’ long x 2’ high on uphill side, Clearing

10+00 to 12+00

Hazard trees and limbs. At 11+30 trail narrow for 10’ long. Uneven Drainage dip at 11+50. Two Rock piles 15’ long, 2’ deep at uphill side of trail

Clearing, Rebuild Drainage Dip, Add 18” to trail width for 10’ long

12+00 to 14+00

Rock pile at 13+50 - 40’ long and 0’-5’ high, at 13+00 12” log and 18” logs, gabion is undamaged, at 12+50 rock pile 15’ long 1’-3’ high, at 12+30- 4’ wide rebar and wire wall- 30” tall with damaged/ rebar (4) ¾” rebar and 12 gauge wire about 20’ long

Clearing, Replace wall

14+00 to 16+00

Rock on trail, at 15+00 Damaged pressure treated 4x4 wood wall, 4’ high, 11.5’ long with 6’ long tie back and (6) 1” galv steel pipes with splayed tops.

At 15+50 Damaged pressure treated 4x4 wood wall 10’ long and 16” tall, (5) 1” galv steel pipes with splayed tops.

Clearing, Replace walls

16+00 to 18+00

Rock along trail approx. 4” deep. At 16+70 missing retaining wall 6’ long x 1’ high. At 17+10 Missing retaining wall. 6’ long 2’ high. Log(s) across trail

Clearing, Add walls

BLM-Medford District Office Page 24 of 128

18+00 to 20+00

At 19+25, damaged creek crossing; Rock pile at 18+75 to 19+50 (75’) and 0’ to 3’ deep

Clearing; Build rock ford at 19+25

20+00 to 22+00

At 22+00 Rock pile 25’ long and 0’-4.5’ deep Clearing

22+00 to 24+00

Rock on trail Clearing

24+00 to 26+00

Rock on trail. At 24+50 (3) piles 15’ long x 2’ high. Note: at end of sand bar with small drainage across river.

Clearing

26+00 to 28+00

Rock on Trail Clearing

28+00 to 30+00

At 28+50 Missing 18’ long Pressure treated wood retaining wall, pressure treated 4x4, 0’-3’ high with (9) 1” galv. Steel pipes. At 29+70 Damaged pressure treated (PT) retaining wall 4’ long with (2) rebar. Estimate height afterward of 3’ high (was not noted). Rocks on trail

Clearing; Add wall and replace wall.

30+00 to 32+00

Rocks on trail Clearing

32+00 to 34+00

At 32+00 rock pile 25’ long and up to 4’ deep. At 34+00 damaged PT retaining wall, 12’ long , 0’-3’ high; rocks on trail 0 to 6” deep.

Clearing; Replace wall

34+00 to 36+00

At 34+20 damages (2) 4x4PT, 5’ long, 2’ high with 5/8” rebar each end Clearing;

Replace wall

36+00 to 38+00

12” log. Rocks on trail Clearing

38+00 to 40+00

(6) piles 20’ long, 18” deep, at 39+00 Replace missing 12’ long PT wall x3’ high and 5’ long PT wall 2.5’ high. Near 40+00 logs and tree across trail

Clearing. Add walls

40+00 to 42+00

Note Gabion ok at 41+80. Rocks on trail Clearing

42+00 to 44+00

Some rocks on trail Clearing

44+00 to 46+00

Trail and side slopes are mostly all earth now and Debris piles are absent.

Prescence of Rocks on trail are greatly reduced. Downed trees: (6) 12” dia.

Clearing

46+00 to 48+00

10” log. Some rocks on trail Clearing

48+00 to 50+00

Near 50+00 intermittent stream crossing. Some rocks on trail Clearing; Rebuild Rock Ford

BLM-Medford District Office Page 25 of 128

50+00 to 52+00

12” log, 18” log. Some rocks on trail Clearing

64+00 Damaged Retaining wall 18’long, 2’-3’ tall, PT 4x4 with (10) 1” pipes Clearing; Replace Wall

64+25 Missing 5.5’ long x 2’ retaining wall Replace wall

64+25 to 68+00

Rock debris on trail: At 65+75 25’ long x 3’ high rock pile. At 66+00 Rock debris. At 68+00 (3) 15’ long x 3’ high rock piles

Clearing

70 +00 Rock on trail 0” to 8” deep Clearing

70+75 Soft shoulder: Missing retaining wall 10’ long x 2’ high Replace wall

72+00 Soft shoulders: Missing retaining walls 10’ long x 0-3.5’ high and 9’ long x 3’ high. Rock piles 10’ x 18” deep

Clearing. Add 2 walls

72+50 Damaged retaining wall 7’ long x 2.5’ High with (3) 1” rebar and (3) 4x4 tie backs into trail and slope. Rock pile 12’ long

Clearing; Replace wall

72+90 Hole in trail 6’ x 3’ x 1’ deep Fill and compact

75+25 Soft shoulder 50’ long. Widen trail tread to 4’ and to vertical face of rock on cut side of trail

76+00 Tree across trail branches at 8” dia Clearing

78+00 Note: in fern vegetation on sides Clearing

86+00 Note Campground. Log debris, branches and trees across shoreline trail to Rainie falls

Clearing

88+00 Small logs across trail Clearing

90+20 Exposed rebar (2) Cut flush or remove

94+00 12” tree Clearing

96+00 12” log and 24” tree in trail Clearing

96+50 Damages trail cross section 30’ long Repair trail cross section

97+50 Hole 4’ wide x 6’ long x 5’ deep and burned T posts(3) and (7) rebar ¾ and 3’ above grade. Burned Fiberglass basin in hole

Fill and compact hole and Bury fiberglass basin and rebar with at

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98+00 Note: at Rainie Falls (enjoy the view)

100+00 Rock pile 15’ long x 3’ deep Clearing

105+30 End of Trail on Beach below Rainee falls

201.04(d) Clearing delete in its entirety and replace with the following:

(d) Trim branches that extend over the trail surface and shoulders to attain a clear height of 10 feet.

Trim according to accepted tree surgery practices.

(e) Prior to bidding, the Government will flag the “hazard” trees to be removed for public safety.

201.06 Disposal Delete in its entirety and replace with the following.

Dispose of vegetative and rocky debris according to the clearing drawings and leaving all materials on site.

Payment

201.09 Payment

Payment will be made under:

Pay Item Description Pay Unit

2 Trail Clearing - Vegetative Lump Sum

3 Trail Clearing – Rocky Debris Lump Sum

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Section 203. – REMOVAL OF STRUCTURES AND OBSTRUCTIONS

203.01 Delete in its entirety and replace with the following:

This work consists of removing and disposing of retaining walls as indicated. Most of the walls are build out of either 1” pipe or 1” rebar and pressure treated 4x4’s. One wall is built out of ¾” rebar and #12 gauge galvanized wire.

203.05 Disposing of Material: Delete in its entirety and replace with the following:

Disposal of structures shall be by either recycle or disposal of material legally off the project. Submit a statement documenting the nature and quantity of material processor or sold for recycling. Otherwise, submit a signed copy of the disposal agreement before disposal begins.

203.08 Payment

Payment will be made under:

Pay Item Description Pay Unit

4 Retaining wall removal Each

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Section 204. – EXCAVATION AND EMBANKMENT

204.01 Delete in its entirety and replace with the following:

The work consists of trail widening, rebuilding rock fords, drainage dips as designated on the plans and on the above table. Trail widening includes building the cross section to like the adjacent cross sections and as designated on the plans.

Material

204.03 Add the following:

Steel Pipe 717.06

Galvanized Coatings 717.07

Epoxy Simpson SET epoxy or any off the Oregon Construction Material Qualified Products List for Spec 2015.30 Portland Cement Concrete Repair Materials (20 products currently on list)

Construction

Add the following

204.09 Preparing Foundation for Retaining Walls

(e ) Drilling and clearing. Drill ground anchorage holes within 3 inches of the required location. Drill hole to the specified diameter and depth. Remove dust from the hole by clearing the hole for a minimum of 2 seconds with hand tool blower. Clean the hole with a steel wire brush for a minimum of two cycles. Remove dust from the hole by clearing the hole for a minimum of 2 seconds with hand tool blower.

(f) Epoxy Grouting Follow manufactures instruction to prepare, dispense epoxy, and set the pipe or rebar. Turn the pipe or rebar slowly until the anchor contacts the bottom of the hole. Do not disturb anchor until fully cured.

Measurement

204.16 Add the following:

Measurement for trail widening will be along the centerline of the trail. The COR will designate the beginning and ending points prior to construction.

Payment

204.17 Payment

Payment will be made under:

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5 Trail Widening Linear Feet

6 Rock Ford Each

7 Drainage Dip Each

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Section 209. — STRUCTURE EXCAVATION AND BACKFILL

209.10 Compacting. Delete in its entirety and replace with the following:

Compact material in maximum 6” layers with hand tools until there is no visible evidence of further consolidation.

209.11 Acceptance. Delete in its entirety and replace with the following:

Material for backfill, and gabion fill will be evaluated under Subsections 106.02 (visual inspection) Material shall be free of organics and other deleterious material and shall be suitable, free draining material.

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Section 253. — GABIONS AND REVET MATTRESSES

09/17/18– FP-14

Construction Requirements

253.06 Cell Filling. Delete the last two paragraphs and substitute the following:

Fill the cells in a row or layer to ensure no cell is filled more than 12 inches (300 millimeters) above an adjacent cell. Repeat this process until the basket is full and the lid bears the final rock layer. Completely fill cells so that the lid will bear on the rock when it is secured. Secure the lid so that no more than a 1-inch (25-millimeter) gap remains at any connection.

Secure lid to the sides, ends, and diaphragms according to Subsection 253.05. Make exposed basket surfaces smooth and neat with no sharp rock edges projecting through the wire mesh.

Gabion rows or layers not completed at the end of each shift, will have the last gabion filled with rock tied internally as an end gabion.

Measurement

253.10 Add the following:

When measuring revet mattresses or Gabion fabric or baskets by the square yard, measure the front face on a plane parallel to the revet mattress face. Measurement includes geotextile fabric.

Payment

253.11 Payment Add the following

Payment will be made under:

8 Retaining Wall Square Yards

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Section 717. – STRUCTURAL METAL

717.06 Steel Pipe Delete in its entirety and replace with the following:

Furnish galvanized steel pipe conforming to ASTM A53, Type F, standard weight and extra strong weight class and plain ends for the designation specified in the contract.

717.07 Galvanized Coatings. Delete in its entirety and replace with the following:

Galvanize structural steel according to AASHTO M 111

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CONSTRUCTION SPILL PROVISIONS:

PART 2: PRODUCTS

A. Spark Arresters: Shall meet the requirements of the State of Oregon’s regulations.

PART 3: EXECUTION

3.01 HAZARDOUS MATERIAL CONTAINMENT/CLEANUP

A. During contractor operations on lands managed by the BLM, in event of a release as defined in Oregon Administrative Rules (OAR), Chapter 340, Division 142, Oil and Hazardous Materials Emergency Response Requirements, the Contractor shall immediately implement the SPCC plan as referenced herein and notify the on-site Government Contract Representative (COR or PI). The Government Representative will initiate the District’s Hazardous Materials Contingency Plan and/or Spill Containment Plan reporting requirements. The Government Representative will remain on scene until relieved by the District Hazardous Materials Management Coordinator (HMMC) or his/her representative.

B. Spill Prevention, Control, and Countermeasure Plan (SPCC): The Contractor shall develop an SPCC Plan as defined under 40 CFR Part 112. The SPCC Plan will be reviewed and accepted by the Contracting Officer prior to initiating project work. The SPCC Plan shall, as a minimum, contain the following information:

1. Response Priorities

2. Contractor Representative in Charge

3. Duties of Contractor Personnel

4. Contractor Emergency Response Procedures

5. Contents of Spill Containment Kit (SCK)

6. Spill Response Diagram

Upon request, an example of a SPCC may be obtained from the _________ District Environmental Protection Specialist for Hazardous Materials.

C. Spill Containment Kit (SCK): The Contractor shall have a SCK, as described in the SPCC, on-site during any operation and provide training to employees on how components of the SCK are used. The SCK must be designed for use with petroleum products, and must contain, as a minimum, the following items:

1. Two Bales (4 Booms/Bale, of 8" dia. X 10’ length Oil-only Absorbent Booms)

2. Two Bales (100 Pads/Bale, of Oil-only Absorbent Pads, minimum of 17"x19"x1/4")

3. One Oil-only Absorbent Sweep (minimum of 18" dia. X 100' length)

4. One Floating On-Water Containment Boom (minimum 18” width x 100’ length) (only required for in-stream or riparian work within 50 feet or less of a waterway.)

5. Gloves (PVC and Latex), Goggles, and Garbage Bags sufficient to contain soiled absorbents.

D. The Contractor shall implement the Emergency Response Actions described in the SPCC plan. Those actions include, but are not limited to, immediate action to protect employee health and safety, immediate action to stop the flow of product from the equipment, removal of equipment from the waterway if required and/or possible, deployment of the absorbent booms and pads downstream from the equipment, and any other immediate action as

BLM-Medford District Office Page 34 of 128 specified by Federal and/or State On-Scene Coordinators or his/her representative. The Contractor shall be responsible for cleanup/removal and proper disposal of contaminated materials from the site.

E. If the HMMC determines that additional resources are needed, the HMMC will implement the District’s Hazardous Materials Contingency Plan and the District Spill Containment Plan. The Contractor may be responsible for any or all costs associated with this level of effort. The amount of actual damage will be deducted by the Government from the amount due the Contractor prior to final payment.

(End of Section C)

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SECTION D – PACKAGING AND MARKING

Section Does Not Apply

(End of Section D)

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SECTION E – INSPECTION AND ACCEPTANCE

The following clauses are incorporated by reference:

52.246-12 INSPECTION OF CONSTRUCTION AUG 1996

(End of Section E)

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SECTION F – DELIVERIES OR PERFORMANCE

F.1.0 PERIOD OF PERFORMANCE

See clause 52.211-10 in Contract Clauses section.

F.2.0 PROGRESS PLAN

At the prework conference, the Contractor shall provide to the COR a written "work progress plan" that details its proposed work force and schedule to provide for orderly completion of the work within the contract performance time. This work schedule must be acceptable to the Government. At a minimum, the schedule must reflect a work progress rate equal to the available amount of contract performance time.

(End of Section F)

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SECTION G – CONTRACT ADMINISTRATION DATA

The following local clauses are provided in full text:

CONTRACTOR PERFORMANCE ASSESSMENT REPORTING SYSTEM (JULY 2010)

(a) FAR 42.1502 directs all Federal agencies to collect past performance information on contracts. The Department of the Interior (DOI) has implemented the Contractor Performance Assessment Reporting System (CPARS) to comply with this regulation. One or more past performance evaluations will be conducted in order to record your contract performance as required by FAR42.15.

(b) The past performance evaluation process is a totally paperless process using CPARS. CPARS is a web-based system that allows for electronic processing of the performance evaluation report. Once the report is processed, it is available for Government use in evaluating past performance as part of a source selection action.

(c) We request that you furnish the Contracting Officer with the name, position title, phone number, and email address for each person designated to have access to your firm's past performance evaluation(s) for the contract no later than 30 days after award. Each person granted access will have the ability to provide comments in the Contractor portion of the report and state whether or not the Contractor agrees with the evaluation, before returning the report to the Assessing Official. The report information must be protected as source selection sensitive information not releasable to the public.

(d) When your Contractor Representative(s) (Past Performance Points of Contact) are registered in CPARS, they will receive an automatically-generated email with detailed login instructions. Further details, systems requirements, and training information for CPARS is available at https://www.cpars.gov/. The CPARS User Manual, registration for On Line Training for Contractor Representatives, and a practice application may be found at this site.

(e) Within 60 days after the end of a performance period, the Contracting Officer will complete an interim or final past performance evaluation, and the report will be accessible at https://www.cpars.gov/. Contractor Representatives may then provide comments in response to the evaluation, or return the evaluation without comment. Comments are limited to the space provided in Block 22. Your comments should focus on objective facts in the Assessing Official's narrative and should provide your views on the causes and ramifications of the assessed performance. In addition to the ratings and supporting narratives, blocks 1 - 17 should be reviewed for accuracy, as these include key fields that will be used by the Government to identify your firm in future source selection actions. If you elect not to provide comments, please acknowledge receipt of the evaluation by indicating ''No comment" in Block 22, and then signing and dating Block 23 of the form. Without a statement in Block 22, you will be unable to sign and submit the evaluation back to the Government. If you do not sign and submit the CPAR within 30 days, it will automatically be returned to the Government and will be annotated: "The report was delivered/received by the contractor on (date). The contractor neither signed nor offered comment in response to this assessment." Your response is due within 30 calendar days after receipt of the CPAR.

(f) The following guidelines apply concerning your use of the past performance evaluation:

(1) Protect the evaluation as "source selection information." After review, transmit the evaluation by completing and submitting the form through CPARS. If for some reason you are unable to view and/or submit the form through CPARS, contact the Contracting Officer for instructions.

(2) Strictly control access to the evaluation within your organization. Ensure the evaluation is never released to persons or entities outside of your control.

https://www.cpars.gov/

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(3) Prohibit the use of or reference to evaluation data for advertising, promotional material, preaward surveys, responsibility determinations, production readiness reviews, or other similar purposes.

(g) If you wish to discuss a past performance evaluation, you should request a meeting in writing to the Contracting Officer no later than seven days following your receipt of the evaluation. The meeting will be held in person or via telephone or other means during your 30- day review period.

(h) A copy of the completed past performance evaluation will be available in CPARS for your viewing and for Government use supporting source selection actions after it has been finalized.

(End of clause)

ELECTRONIC INVOICING AND PAYMENT REQUIREMENTS – INVOICE PROCESSING PLATFORM (IPP)

(APR 2013)

Payment requests must be submitted electronically through the U.S. Department of the Treasury’s Invoice Processing Platform System (IPP).

“Payment request” means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract, or the clause 52.212-4 Contract Terms and Conditions – Commercial Products or Commercial Services included in commercial item contracts. The IPP website address is:

https://www.ipp.gov.

Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice:

1. Invoice billed according to contract line items and rates.

2. Certified payrolls and Statement of Compliance in accordance with clause 52.222-8.

3. If the partial payment is billed and the invoice states a lump sum, the invoice shall include an itemized breakdown and narrative progress summary of the work performed during this invoice period.

4. If final payment is billed, the last invoice shall state “FINAL”.

5. Contractor’s Release of Claims shall be submitted with the final invoice.

The Contractor must use the IPP website to register access and use IPP for submitting requests for payment. The Contractor Government Business Point of Contract (as listed in SAM) will receive enrollment instructions via email from the Federal Reserve Bank of Boston (FRBB) prior to the contract award date, but no more than 3 – 5 business days of the contract award date. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email ippgroup@bos.frb.org or phone (866) 973-3131.

If the Contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the Contractor must submit a waiver request in writing to the Contracting Officer with its proposal or quotation.

(End of Local Clause)

(End of Section G) https://www.ipp.gov/ mailto:ippgroup@bos.frb.org

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SECTION H – SPECIAL CONTRACT REQUIREMENTS

H.1.0 BONDS

When a financial protection is covered by an individual surety, the Contractor shall mail Standard Form 28 Affidavit of Individual Surety in original, wet signature form to:

Bureau of Land Management Oregon State Office ATTN: Branch of Procurement Management [Contractor insert Contract no.] P.O. Box 2965 Portland, OR 97208

Where authorized, bonds covered by United States bonds or notes, certified cashier’s checks, bank drafts or money orders, mail to the above address using ATTN: CBS Lead [Contractor insert Contract no.].

H.2.0 ACCESS

In the event of a site/facility closure, the Contractor shall not perform or make deliveries to the site/facility until it is reopened by the Government, unless otherwise instructed by the Contracting Officer or their designated representative.

H.3.0 WORK HOURS

Unless otherwise specified in Section C, Specifications, work hours under this contract shall be limited to the time between one-half hour before sunrise to one-half hour after sunset each day. No work will be done on Saturday, Sunday, or Federal holidays unless authorized by the COR.

H.4.0 ENVIRONMENTAL INTERRUPTION OF WORK

H.4.1 Environmental - The Contracting Officer, by issuance of a suspend work order, may direct the Contractor to shut down any work where the Contractor proceeds during unsafe adverse weather or site conditions, and/or fire danger. Historical average days of severe weather have been included in the performance period. The Contractor will not be entitled to additional contract time or compensation for any such suspensions except when unusually severe weather or unforeseen conditions exist.

H.4.2 Endangered Species - The Government may direct the Contractor to discontinue all operations in the event that listed or proposed threatened or endangered plants or animals protected under the Endangered Species Act of 1973, as amended, or Federal candidate (Category 1 and 2), sensitive or state listed species, identified under BLM Manual 6840, are discovered to be present in or adjacent to the project area.

H.5.0 DRAWINGS

H.5.1 Reduced Size Drawings. Drawings appearing in this package may be photographically reduced in size.

Accordingly, measurements and dimensions should not be taken or be based on any numerical scales shown. The Contractor may request full-size drawings from the Contracting Officer.

H.6.0 PRESERVATION OF HISTORICAL AND ARCHEOLOGICAL DATA

H.6…