1205K318R0007_-_SEED_TO_2_CVRD_WINTER_RANGE_GATES_.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)

USDA FOREST SERVICE

GIFFORDPINCHOT NATIONAL FOREST

501 E 5TH STREET 404

VANCOUVER WA 98661

05K3

GIFFORD PINCHOT NATIONAL FOREST

ATTN: STEVONNE FULLER

501 E. 5th Street BLDG. 404

VANCOUVER, WA 98661

STEVONNE FULLER 360-891-5085

1x 07/10/2018

1205K318R0007

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

ROAD CONSTRUCTION AND MAINTENANCE IDIQ - SEED TASK ORDER #2

CVRD WINTER RANGE RESTORATION GATES

11. The Contractor shall begin performance

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

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

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

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

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

d. Offers providing less than

12b. CALENDAR DAYSYES NO

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

10 30 calendar days and complete it within ________________ ________________ calendar days after receiving

Seed Task Orders

08/09/2018

NSN 7540-01-155-3212

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

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

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

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

BY

2PAGE OF

USDA FOREST SERVICE

GIFFORDPINCHOT NATIONAL FOREST

501 E 5TH STREET 404

VANCOUVER WA 98661

05K3

STEVONNE FULLER

28. NEGOTIATED AGREEMENT 29. AWARD

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

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

STANDARD FORM 1442 (REV. 4-85) BACK

Seed Task Order #2 CVRD Winter Range Restoration Gates Gifford Pinchot NF

PART I – THE SCHEDULE

SECTION A—PROJECT GENERAL INFORMATION

A.1 FOR INFORMATION CALL:

Molly Williams 360-497-1171 Technical Contact Telephone No.

A.2 THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK

DESCRIBED IN THESE DOCUMENTS

Road Construction and Maintenance (RCM) IDIQ CVRD Winter Range Restoration Gates Gifford Pinchot National Forest Cowlitz Valley Ranger District Lewis County, Washington

PART I - SCHEDULE OF ITEMS

SECTION B – SUPPLIES, SERVICES AND PRICES

CVRD Winter Range Restoration Gates Cowlitz Valley Ranger District

Gifford Pinchot National Forest Lewis County, Washington

B.1 - SCHEDULE OF ITEMS

ITEM

NO.

DESCRIPTION PAY

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

15101 Base Bid Items

Mobilization Lump Sum 1 $________ $________

61902 Gate, furnish and install metal gate, single (2506017 Rd) Each 1 $________ $________

Total Base Items $________

61902

Option Item 1 Gate, furnish and install metal gate, single (2506020 Rd, 4415000 Rd) Each 1 $_________ $________

61902 Option Item 2

Gate, furnish and install metal gate, single (4400017 Rd) Each 1 $________ $________

61907 Option Item 3

Remove and Reset locking post (4400017 Rd) Each 1 $________ $________

B.2 - NOTES:

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

151.01 Mobilization. If offeror proposal is Less than $35,000 there are no bonding requirements.

2. Payment will be made on actual work performed as described in FP-14 109.01 unless otherwise noted.

3. Pay items are actual quantity unless specified as Contract Quantity.

4. Road construction equipment operating in known areas of noxious weed infestations shall be cleaned prior to leaving the area. Cleaning of this equipment is incidental to pay item 15101.

5. Temporary traffic control 635 is incidental to pay item 15101.

6. The time at which the Government can unilaterally exercise the options will be between the time of Base Item award to November 30th, 2018. If awarded, only either option 2 or option 3 will be awarded, not both.

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 DESCRIPTION OF WORK

The project consists of the following major items of work:

1. Furnishing and installation of new single lane locking gates on Forest roads. Gate post and locking post shall be set with concrete foundations. Signing shall meet MUTCD requirements.

2. Existing gates are to be removed and disposed of off of government property.

C.2 PROJECT LOCATION

The project is located on the Gifford Pinchot National Forest, Cowlitz Valley Ranger District on National Forest Road 2506017, 2506020, 4715000, and 4400017.

Information about the district and location of sites can be obtained at the Cowlitz Valley Ranger District Office located at milepost 116.1 on U.S. Highway 12, the office is approximately 1 mile east of the town of Randle, WA.

C.3 PRICE RANGE

The Government’s estimate is between $25,000 and $100,000.

C.4 PROSECUTION OF WORK

(a) General:

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

(b) Timing Restrictions:

None for gate install, weather permitting.

(c) Transport & Delivery – Use of Roads by Contractor:

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

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

Traffic Control Plan – Contractor is responsible for submitting a traffic control plan. See C.5 (e) for review requirements. Contractor shall perform no work that interferes or conflicts with traffic or existing access to the roadway surface until the required traffic control management plan is submitted and approved. Contractor shall not to proceed with work on the project until all required signs and safety devises are in place and approved. During transport on USFS roads, contractor shall provide sufficient traffic control in compliance with MUTCD standards and standard specification sections 156 & 635 in order to control and protect public traffic.

Contractor shall be responsible for traffic control during the equipment & material transport on Forest Service land.

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

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

(d) Road Closure:

- None. Contractor will be required to maintain traffic on the existing road during construction operations.

C.5 APPLICABLE SPECIFICATIONS AND MATERIAL CERTIFICATIONS LISTED

(a) Applicable Specifications:

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

STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON

FEDERAL HIGHWAY PROJECTS, FP-14.

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

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

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.

(b) General Guidelines for Submittals:

Submittals are required by the following specifications:

See C.5(e)

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

Submittals shall include:

Date and Revision Dates.

Project Name and Contract Number.

Names of Contractor, Subcontractor, Supplier, and Manufacturers.

Field Dimensions and Relation to Adjacent Structures.

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

Samples:

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

Manufacturer's requirements:

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

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

Approval or Rejection Time Allowance:

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

(d) Shop Drawing Submittals:

- None required

(e) Material Certifications, Testing Reports & Other Submittals:

The following plans, details, specifications, designs, certificates, test reports, samples and test data shall be submitted on this project (see table below for number of copies required). See AGAR section 452.236-76 for timely submittal and approval by Contracting Officer.

Brief Title Basic Reference

Number Of Copies To Section

Allowable Time for Government Approval After Receipt, by the CO, of Submittal (Working Days)

Project Work Schedule FAR 52.236-

1 7

Road Oversize/Overweight permit(s)

36CFR261.12

& 261.54(c)

1 21

Fire Plan J.1 (3) 1 7

C.6 ATTACHMENTS TO STATEMENT OF WORK/SPECIFICATIONS (AGAR 452.211-73)

(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.

C.7 STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES

ON FEDERAL HIGHWAY PROJECTS (AGAR 452.236-78)(NOV 1996)

The STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14, U.S. CUSTOMARY UNITS, is included by reference. The requirements contained in these specifications are hereby made a part of this solicitation and any resultant contract.

C.8 CONSTRUCTION PLANS

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

SECTION D – PACKAGING AND MARKING

There are NO clauses in this Section. Refer to Base IDIQ Solicitation

SECTION E – INSPECTION AND ACCEPTANCE

There are NO clauses in this Section. Refer to Base IDIQ Solicitation

SECTION F - DELIVERIES AND PERFORMANCE

The Below Clauses are Supplemental to the Base IDIQ Solicitation

F.1 FAR 52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 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 30 calendar days after the date the Contractor receives the Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

Estimated start work date: 08/27/2018

F.2 MAXIMUM WORKWEEK – CONSTRUCTION SCHEDULE (AGAR 452.236-75)

(NOV 1996)

Within 0 working days after receipt of the notice to proceed, the Contractor must submit the following information in writing for approval:

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

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

The maximum workweek that will be approved is Monday through Friday, 6:00 a.m. to 7:00 p.m.

Submit the Project Work Schedule on or before the date of the post-award conference.

SECTION G – CONTRACT ADMINISTRATION DATA

The Below Clauses are Supplemental to the Base IDIQ Solicitation

G.1 GOVERNMENT-FURNISHED PROPERTY

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

• None

SECTION H – SPECIAL CONTRACT REQUIREMENTS

The Below Clauses are Supplemental to the Base IDIQ Solicitation

H.1 EMERGENCY CONTROL (ADDENDUM to USDA 452.236-77) (JUL 1985)

(a) Maintenance of Existing Facilities:

The Contractor shall conduct operations to minimize disruptions to the Government employees and public using the existing facilities.

No planned disruption of utilities is anticipated.

H.2 LANDSCAPE PRESERVATION (ADDENDUM TO)

EROSION CONTROL MEASURES

Measures may include, but not be limited to:

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

LANDSCAPE PRESERVATION

(a) The Contractor shall confine operations to within the clearing limits or other areas designated in 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, and damage to vegetation or structures outside the clearing limits shall be repaired as directed by the Contracting Officer.

(b) Operation shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.).

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

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

(d) Prevention of Oil Spills - If the Contractor maintains storage facilities for oil or oil products on Project Area, appropriate preventive measures shall be taken to ensure that any spill of such oil or oil products do not enter any stream or other waters of the United States or any of the individual States.

(e) The Contractor shall prepare a Spill Prevention Control and Countermeasures (SPCC) Plan.

Such plan shall meet applicable EPA requirements (40 CFR 112), including certification by a professional engineer registered in Washington State, and shall include the following:

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

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

• procedures for inventory, storage, handling, and monitoring

• notification procedures

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

• proposed methods for disposal of spilled material

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

• employee training for spill containment

CLEANING OF EQUIPMENT

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

H.3 USE OF PREMISES (ADDENDUM TO)

(a) Forest Service Regulations for Use of Campground prohibits occupancy of developed recreation sites for other than primarily recreation purposes.

(b) A storage site will be permitted within the project area. The Forest Service assumes no liability for materials stored within the storage site. The Contractor will be allowed to erect a temporary fence to secure materials and equipment, however, the fence shall be removed and the site restored prior to final acceptance of the contract.

(c) Permanent and temporary electrical power is not available on site for construction use.

(d) Sanitary facilities are not required and are to be provided by the Contractor.

(e) Potable and non-potable water is to be provided by the Contractor.

Non-potable water for construction is not available on NFS lands for this contract.

PART II – CONTRACT CLAUSES

SECTION I – CONTRACT CLAUSES

There are no clauses in this section. Refer to Base IDIQ Solicitation.

PART III – LIST OF DOCUMENTS, EXHIBITS, AND OTHER

ATTACHMENTS

SECTION J – LIST OF ATTACHMENTS

The Below Attachments are Supplemental to the Base IDIQ Solicitation

J.1 LIST OF ATTACHMENTS (USDA 452.252-70) (JUL 1985)

Title Pages

1. FP-14 Forest Service Supplemental Specifications (FSSS) 23

2. CVRD Winter Range Restoration Gates Drawings 6

Page No Description

1 TITLE SHEET

2 PROJECT VICINITY MAP

3 GATE EXPLODED ISOMETRIC

4 GATE DETAILS

5 GATE ELEVATION

6 POST BASE PLAN

3. Site Photos 7

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

RESPONDENTS

{For this Solicitation, there are NO clauses in this Section. See Base IDIQ}

SECTION M – EVALUATION FACTORS FOR AWARD

{For Evauluation Requirements, See Section M of Base IDIQ}

Table of Contents Preface

101 - Terms¸ Format¸ and Definitions

101.01 Meaning of Terms

101.03 Abbreviations

101.04 Definitions

102 - Bid¸ Award¸ and Execution of Contract

Delete Section 102

103 - Scope of Work

Delete Subsections 103.02, 103.03, 103.04, 103.05

104 - Control of Work

Delete Subsections 104.01, 104.02, 104.04

104.06 Use of Roads by Contractor

106 - Acceptance of Work

106.01 Conformity with Contract Requirements

106.02 Visual Inspection

107 - Legal Relations and Responsibility to the Public

Delete Subsection 107.05

108 - Prosecution and Progress

Delete Section 108

109 - Measurement and Payment

Delete Subsections 109.06, 109.07, 109.08, 109.09

109.02 Measurement Terms and Definitions

155 - Schedules for Construction Contracts

Delete Section 155

203 - Removal of Structures and Obstructions

203.05 Disposing of Material

209 - Structure Excavation and Backfill

209.09 Backfill

209.10 Compacting

301 - Untreated Aggregate Courses

301.03 General

Preface Preface_wo_04_03_2018

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System Roads.

101 - Terms¸ Format¸ and Definitions 101.01_National_11_9_2016

Add the following paragraph to Subsection 101.01:

101.01 Meaning of Terms.

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

101.03_National_11_9_2016

Add the following to Subsection 101.03:

101.03 Abbreviations.

(a) Acronyms.

AGAR — Agriculture Acquisition Regulations

AFPA — American Forest and Paper Association

FSAR — Forest Service Acquisition Regulations

MSHA — Mine Safety and Health Administration

NESC — National Electrical Safety Code

WCLIB — West Coast Lumber Inspection Bureau

(f) Miscellaneous unit abbreviations.

MP — milepost location ppm — parts per million volume

STA station location

101.04_National_11_9_2016

Make the following changes to Subsection 101.04:

101.04 Definitions.

Delete these definitions and replace the following:

Bid Schedule — The Schedule of Items.

Bridge — A structure, including supports, erected over a depression or an obstruction such as water along a road, a trail, or a railway and having a deck for carrying traffic or other loads.

Contractor — The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “Purchaser”.

Culvert — Any structure with a bottom, regardless of fill depth, depth of invert burial, or presence of horizontal driving surface, or any bottomless (natural channel) structure with footings that will not have wheel loads in direct contact with the top of the structure.

Drawings — (Public Works Contracts) Design sheets or fabrication, erection, or construction details submitted to the CO by the Contractor according to FAR Clause 52.236-21 Specifications and Drawings for Construction. Also refers to submissions and submittals.

Notice to Proceed — (Public Works Contracts) Written notice to the Contractor to begin the contract work.

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.

Solicitation—(Public Works Contracts) The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective bidders.

Add the following definitions:

Adjustment in Contract Price — “Equitable adjustment,” as used in the Federal Acquisition Regulations, or “construction cost adjustment,” as used in the Timber Sale Contract, as applicable.

Change — “Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.

Forest Service — The United States of America, acting through the Forest Service, U.S. Department of Agriculture.

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.

Purchaser — The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.

Protected Streamcourse — A drainage shown on the plans or timber sale area map that requires designated mitigation measures.

Road Order — An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.

Shop Drawings — (Timber and Stewardship Contracts) Referred to as “Drawings” in FP-14, include drawings, diagrams, layouts, schematics, descriptive literature, illustrations, lists or tables, performance and test data, and similar materials furnished by Purchaser to explain in detail specific portions of the work required by the contract.

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

Add Figure 101-1—Illustration of road structure terms:

Figure 101-1—Illustration of road structure terms.

102 - Bid¸ Award¸ and Execution of Contract 102.00_National_11_9_2016

Delete Section 102 in its entirety.

Delete Section 102.

103 - Scope of Work 103.00_National_11_9_2016

Delete all of Section 103 except Subsection 103.01 Intent of Contract.

Delete Subsections 103.02, 103.03, 103.04, 103.05.

104 - Control of Work 104.00_National_11_9_2016

Delete Subsections 104.01, 104.02, and 104.04.

Delete Subsections 104.01, 104.02, 104.04.

104.06_National_11_9_2016

Add the following to Subsection 104.06:

104.06 Use of Roads by Contractor.

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.

106 - Acceptance of Work 106.01_National_7_18_2017

Delete Subsection 106.01 and replace with the following:

106.01 Conformity with Contract Requirements.

Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authorities refer to the methods in effect on the date of solicitation for bids.

Perform all work to the lines, grades, cross-sections, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendations or to these specifications, whichever is more strict.

Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variations from the median zone that are unavoidable for practical reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are identified by gauge, unit mass, section dimensions, etc.), the identification will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.

The Government may inspect, sample, or test all work at any time before final acceptance of the project.

When the Government tests work, copies of test reports are furnished to the Contractor upon request.

Government tests may or may not be performed at the work site. If Contractor testing and inspection is verified by the Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.

Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepting work are described in Subsections 106.02 to 106.05 inclusive.

The primary method of acceptance is specified in each Section of work. However, work may be rejected at any time it is found by any of the methods not to comply with the contract.

Remove, repair, or replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted. Removing, repairing, or replacing work;

providing temporary traffic control; and any other related work to accomplish conformity will be at no cost to the Government.

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

1. Sampling method;

2. Number of samples;

3. Sample transport;

4. Test procedures;

5. Testing laboratories;

6. Reporting;

7. Estimated time and costs; and

8. Validation process.

If the evaluation requires additional sampling or testing be performed, mutually agree with the Government on witnessing procedures and on sampling and testing by a third party laboratory. Use a third party laboratory accredited by the AASHTO accreditation program. Provide proof of the laboratory’s accreditation for the test procedures to be used. Do not use the same laboratory that produced the disputed Government test results or that produced the test results used as a basis for the dispute.

The CO will review the proposed resolution protocol and may modify it before final approval and execution.

The Government will use the approved resolution protocol test results to determine the validity of the disputed testing. If the Government test results are validated, the Contractor will be responsible for all costs associated with developing and performing the resolution protocol. If the Government test results are not validated, the Government will be responsible for all costs associated with developing and performing the resolution protocol. If the validity of the Government test results cannot be determined, the Contractor and Government will equally share all costs associated with developing and carrying out the resolution protocol.

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

1. Have the work accepted at a reduced price; or

2. Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

106.02_National_11_9_2016

Delete Subsection 106.02 and replace with the following:

106.02 Visual Inspection.

Acceptance is based on visual inspection of the work for compliance with the specific contract requirements. Use prevailing industry standards in the absence of specific contract requirements or tolerances.

107 - Legal Relations and Responsibility to the Public 107.05_National_7_18_2017

Delete Subsection 107.05.

Delete Subsection 107.05.

108 - Prosecution and Progress 108.00_National_11_9_2016

Delete Section 108 in its entirety.

Delete Section 108.

109 - Measurement and Payment 109.00_National_11_9_2016

Delete Subsections 109.06, 109.07, 109.08, and 109.09:

Delete Subsections 109.06, 109.07, 109.08, 109.09.

109.02_National_11_9_2016

Add the following sentence to Subsection 109.02(b):

109.02 Measurement Terms and Definitions.

(b) Contract quantity.

Contract quantities will be adjusted only when there are errors in the original design of 15% or more.

155 - Schedules for Construction Contracts 155.00_National_11_9_2016

Delete Section 155 in its entirety.

Delete Section 155.

203 - Removal of Structures and Obstructions 203.05_National_11_8_2016

Add the following to Subsection 203.05:

203.05 Disposing of Material.

(e) Windrowing Construction Slash. Place construction slash outside the roadway in neat, compacted windrows approximately parallel to and along the toe line of embankment slopes. Do not permit the top of the windrows to extend above subgrade. Use construction equipment to matt down all material in a windrow to form a compact and uniform pile. Construct breaks of at least 15 feet at least every 200 feet in a windrow. Do not place windrows against trees.

(f) Scattering. Scatter construction slash in designated areas without damaging trees. Limb all logs. Place logs and stumps away from trees, positioned so they will not roll, and are not on top of one another.

Limb and scatter other construction slash to reduce slash concentrations. When scattering for erosion control, place construction slash as flat as practicable on the completed slope.

(g) Chipping. Use an approved chipping machine to chip slash longer than 3 feet. Deposit chips on embankment slopes or outside the roadway to a loose depth less than 6 inches. Minor amounts of chips or ground woody material may be permitted within the roadway if they are thoroughly mixed with soil and do not form a layer.

(h) Debris Mat. Use tree limbs, tops, cull logs, split stumps, wood chunks, and other debris to form a mat upon which construction equipment is operated. Place stumps upside down and blend stumps into the mat.

(i) Decking. Remove brush from designated log deck areas. Limb and top logs.

Logs not meeting the Utilization Standards described in Subsection 201.04(c) shall be cut to lengths less than <number> feet and decked in designated log deck location.

Merchantable timber not associated with an existing timber sale shall be cut to length meeting the Utilization Standards described in Subsection 201.04(c).

Deck logs so that logs are piled parallel to one another; can be removed by standard log loading equipment; will not damage standing trees; will not interfere with drainage, and will not roll. Keep logs in log decks free of brush and soil.

(j) Removal to designated locations. Remove construction slash to designated locations.

(k) Piling. Pile construction slash in designated areas. Place and construct piles so that if the piles are burned, the burning will not damage remaining trees. Keep piles free of dirt from stumps.

209 - Structure Excavation and Backfill 209.09_National_7_18_2017

Make the following Changes to Subsection 209.09:

209.09 Backfill.

Add the following to Subsection 209.09(a):

(a) General.

Backfill without damaging or displacing the culvert or structural plate structure. Replace any pipe that is distorted by more than 5 percent of nominal dimensions, or that is ruptured or broken.

Add the following to Subsection 209.09(b)

(b) Pipe culverts.

Do not place or backfill pipe that meets any of the following conditions until the excavation and foundation have been approved in writing by the CO:

• Embankment height greater than 6 feet at subgrade centerline.

• Installation in a protected stream course.

• Round pipe with a diameter of 48 inches or greater.

• Pipe arches with a span of 50 inches or greater.

• Any box culvert or structure other than pipe culverts.

209.10_National_7_17_2017

Delete Subsection 209.10 and replace with the following:

209.10 Compacting.

Compact the embankment using one of the following methods as specified.

(a) Compaction Method 1. Use AASHTO T 27 to determine the quantity of material retained on a No. 4 (4.75-millimeter) sieve. Compact as follows:

(1) More than 80 percent retained on a No. 4 (4.75-millimeter) sieve. Adjust the moisture content to a level suitable for compaction. Fill the interstices around rock with earth or other fine material as practical. Use compression-type rollers at speeds less than 6 feet (1.8 meters) per second and vibratory rollers at speeds less than 3 feet (1 meter) per second. Compact each layer of material full width with one of the following and until there is no visible evidence of further consolidation:

(a) Four roller passes of a vibratory roller having a minimum dynamic force of 40,000 pounds (180 kilonewtons) impact per vibration and a minimum frequency of 1000 vibrations per minute;

(b) Eight roller passes of a 20-ton (20-metric ton) compression-type roller; or

(c) Eight roller passes of a vibratory roller having a minimum dynamic force of 30,000 pounds (130 kilonewtons) impact per vibration and a minimum frequency of 1000 vibrations per minute.

Increase the compactive effort for layers deeper than 12 inches (300 millimeters) as follows:

• For each additional 6 inches (150 millimeters) or fraction thereof, increase the number of roller passes in Subsection 209.10(a)(1)(a), by four passes; or

• For each additional 6 inches (150 millimeters) or fraction thereof, increase the number of roller passes in Subsection 209.10(a)(1)(b) and (c), by eight passes.

(2) 50 to 80 percent retained on a No. 4 (4.75-millimeter) sieve. Classify the material according to AASHTO M 145. Adjust the moisture content of material classified A-1 through A-5 to a moisture content suitable for compaction. Adjust the moisture content of material classified A-6 and A-7 to within 2 percent of the optimum moisture content. Use AASHTO T 99 to determine the optimum moisture content of the portion of the material passing a No. 4 (4.75-millimeter) sieve. Multiply this number by the percentage of material passing a No. 4 (4.75-millimeter) sieve, and add 2 percent to determine the optimum moisture content of the material.

Use nonvibratory rollers at speeds less than 6 feet (1.8 meters) per second and vibratory rollers at speeds less than 3 feet(1 meter) per second. Compact each layer of material full width according to Subsection 209.10(a)(1).

(3) Less than 50 percent retained on a No. 4 (4.75-millimeter) sieve. Classify the material according to AASHTO M 145. For material classified A-1 or A-2-4, determine the maximum density according to AASHTO T 99, Method C..

Adjust the moisture content of material classified A-1 through A-5 to a moisture content suitable for compaction. Adjust the moisture content of material classified A-6 and A-7 to within 2 percent of the optimum moisture content.

Use compression-type or vibratory rollers. Compact each layer of material full width to at least 95 percent of the maximum density. Determine the in-place density and moisture content according to AASHTO T 310 or other approved test procedures. When required, use AASHTO T 224 to correct for coarse particles.

(b) Compaction Method 2. Adjust the moisture content of the material to a moisture content suitable for compaction. Fill the interstices around rock with earth or other fine material as practical. Operate roller compaction equipment over the full width of each layer until there is no visible evidence of further consolidation or, if when a sheepsfoot roller is used, the roller “walks out” of the layer. Make at least three complete passes. Use compression-type rollers at speeds less than 6 feet (1.8 meters) per second and vibratory rollers at speeds less than 3 feet (1 meter) per second. Ensure rollers meet the following requirements:

(1) Steel wheeled rollers, other than vibratory, capable of exerting a force of not less than 250 pounds per inch (4.5 kilogram/millimeter) of width of the compression roll or rolls.

(2) Vibratory steel wheeled rollers equipped with amplitude and frequency controls with a minimum dynamic force of 30,000 pounds (130 kilonewtons) impact per vibration, specifically designed to compact the material on which it is used.

(3) Pneumatic-tired rollers with smooth tread tires of equal size that will provide a uniform compacting pressure for the full width of the roller and capable of exerting a ground pressure of at least 80 psi (550 Kilopascals).

(4) Sheepsfoot, tamping, or grid rollers capable of exerting a force of 250 pounds per inch (4.5 kilogram/millimeter) of width of roller drum.

(c) Compaction Method 3. Adjust the moisture content of the material to a moisture content practical. Operate hauling and spreading equipment uniformly over the full width of each layer until there is no visible evidence of further consolidation. Make at least three complete passes.

(d) Compaction Method 4. Adjust the moisture content of the material to a moisture content practical. Operate hauling and spreading equipment uniformly over the full width of each layer.

(e) Compaction Method 5. Adjust the moisture content of the material to a moisture content suitable for compaction. Compact the complete surface with a bucket of an excavator larger than 39,000 pounds (18 metric ton) Gross Vehicle Weight using a minimum of three blows.

Overlap compaction by ½ width of bucket.

(f) Compaction Method 6. Adjust the moisture content of the material to a moisture content suitable for compaction. Compact using an approved mechanical tamper for a minimum of three complete passes.

When compacting with rollers or hauling and spreading equipment is not practical, use approved mechanical tampers for a minimum of three complete passes.

301 - Untreated Aggregate Courses 301.03_National_7_17_2017

Add the following to Subsection 301.03:

301.03 General.

Written approval of the roadbed is required before placing aggregate.

For pit run or grid-rolled material, furnish material smaller than the maximum size, no gradation will be required otherwise. After processing on the road, remove all oversize material from the road and dispose as directed by the CO.

Provide additives or binder, if required, at the proportions specified.

Develop and use Government furnished sources according to Section 105.

If the aggregate is produced and stockpiled before placement, handle and stockpile according to Section 314.

APPROVED:

DISTRICT RANGER

DO NOT SCALE DRAWING

FOREST SERVICE

THE PACIFIC NORTHWEST REGION (R-6)

U.S. DEPARTMENT OF AGRICULTURE

Forest:

Location:

Drawn:Designed:

Date:Checked: GIFFORD PINCHOT NATIONAL FOREST

DATE

SHEET 1 of

GIFFORD PINCHOT

GIFFORD PINCHOT NATIONAL FOREST

604/02/2018

M WILLIAMS

S ROCKEY

S QI

CVRD WINTER RANGE REHABILITATION GATES

TITLE SHEET

TITLE SHEET...................................................1 OF 6

PROJECT VICINITY MAP................................2 OF 6

GATE EXPLODED ISOMETRIC......................3 OF 6

GATE DETAILS................................................4 OF 6

GATE ELEVATION...........................................5 OF 6

POST BASE PLAN...........................................6 OF 6

PROJECT LOCATION

CVRD WINTER RANGE RESTORATION GATES

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE - REGION SIX

GIFFORD PINCHOT NATIONAL FOREST

MOUNT ADAMS RANGER DISTRICT

AutoCAD SHX Text D:\WORK_GPNF_Randle\CVRD_Winter Range Restoration Gates\CVRD_Winter Range Restoration Gates.dwg Plotted: April 12, 2018 - 11:38 AM By: Williams, Molly R -FS

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DISTRICT ENGINEER, SARAH ROCKEY

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DESIGNED BY:

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REVIEWED BY:

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DATE

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DATE

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DESIGNER, MOLLY WILLIAMS

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FOREST ENGINEER, JONATHAN HEYL

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DATE

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QUINAULT

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WENATCHEE

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ARLINGTON

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YAKIMA

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ELLENSBURG

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VANCOUVER

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KELSO

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SEATTLE

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TACOMA

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ABERDEEN

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OLYMPIA

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UMATILLA

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PASCO

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WALLA WALLA

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POMEROY

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SPOKANE

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FORKS

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TONASKET

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BELLINGHAM

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EVERETT

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ANGELES

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PORT

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OKANOGAN

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REPUBLIC

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COLVILLE

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GOLDENDALE

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LOCATION MAP

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NOT TO SCALE

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PROJECT LOCATION

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RANDLE

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MORTON

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TROUT LAKE

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PINE CREEK

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SITE MAP

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DRAWINGS SHEET NO.

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WILDLIFE BIOLOGIST, JOHN JAKUBOWSKI

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DATE

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DRAWINGS FOR PROPOSED

DO NOT SCALE DRAWING

FOREST SERVICE

THE PACIFIC NORTHWEST REGION (R-6)

U.S. DEPARTMENT OF AGRICULTURE

Forest:

Location:

Drawn:Designed:

Date:Checked: GIFFORD PINCHOT NATIONAL FOREST

DATE

SHEET 2 of

GIFFORD PINCHOT

GIFFORD PINCHOT NATIONAL FOREST

604/02/2018

M WILLIAMS

S ROCKEY

S QI

CVRD WINTER RANGE REHABILITATION GATES

PROJECT VICINITY MAP

2506017

2506020

4715000

4400017

RANDLE

Notes:

1. Remove existing gate and posts if present, dispose of off of Government property.

2. Location of gate shall be marked in the field by Engineer.

D:\WORK_GPNF_Randle\CVRD_Winter Range Restoration Gates\CVRD_Winter Range Restoration Gates.dwg Plotted: April 12, 2018 - 11:38 AM By: Williams, Molly R -FS

PROPOSED GATE

EXPLODED ISOMETRIC

APPROVED:

DISTRICT RANGER

DO NOT SCALE DRAWING

FOREST SERVICE

THE PACIFIC NORTHWEST REGION (R-6)

U.S. DEPARTMENT OF AGRICULTURE

Forest:

Location:

Drawn:Designed:

Date:Checked: GIFFORD PINCHOT NATIONAL FOREST

DATE

SHEET 3 of

GIFFORD PINCHOT

GIFFORD PINCHOT NATIONAL FOREST

62/20/2015

S QI

S ROCKEY

S QI

CVRD WINTER RANGE REHABILITATION GATES

GATE EXPLODED ISOMETRIC

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NO SCALE

AutoCAD SHX Text 8"x " 38" ROUND WELD TO TOP OF POST

AutoCAD SHX Text 6"x "x8' 38"x8' PIPE HINGE POST

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SEE DETAIL 1 SHEET 12 WELD TO POST

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SEE DETAIL 2 SHEET 12 WELD TO RECT. TUBE

AutoCAD SHX Text 4"x4"x " 14" SQ. TUBE WELD TO RECT. TUBES

AutoCAD SHX Text 6"x4"x " 14" RECT. TUBE WELD TO SQ. TUBES

AutoCAD SHX Text 4"x4"x " 14" RECT. TUBE WELD TO SQ. TUBE AND SQ. TUBE

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SEE DETAIL 2 SHEET 12 WELD TO RECT. TUBE

AutoCAD SHX Text 8"x8"X " 38" PLATE WELD TO TOP OF POST

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SEE DETAIL 3 SHEET 12 WELD TO FACE OF POST

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SEE DETAIL 5 SHEET 12 (PROVIDE 6 EACH TYPE)

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SEE DETAIL 4 SHEET 12 WELD TO OPEN END OF RECT. TUBE

AutoCAD SHX Text 8"x8"x "x8' 14"x8' SQ. TUBE LOCK POST

AutoCAD SHX Text NOTE: 1. ALL STEEL TO BE A-36. 2. ALL STEEL TO HAVE ONE COAT OF ZINC RICH PRIMER AND TWO COATS OF EXTERIOR ENAMEL, COLOR PAINT SPEC. FS 14062, DARK GREEN (FSSS 650). PAINT SPEC. FS 14062, DARK GREEN (FSSS 650). (FSSS 650). 3. ALL WELDS REQUIRED TO MANUFACTURE GATE, UNLESS OTHERWISE SHOWN, SHALL BE FILLET AND SHALL BE OF THE SAME SIZE AS THE THICKNESS OF THE SMALLER OF THE TWO PIECES BEING JOINED. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS FOR GATE COMPONENTS AND SITE CONDITIONS. 5. ALL OPEN ENDS OF STEEL TO BE CAPPED WITH PLATE STEEL.

AutoCAD SHX Text 8"x1" HOLE CENTER OF POST

AutoCAD SHX Text 5- "x5- " 12"x5- " 5- " 12" HOLE CENTER OF POST

AutoCAD SHX Text D:\WORK_GPNF_Randle\CVRD_Winter Range Restoration Gates\CVRD_Winter Range Restoration Gates.dwg Plotted: April 12, 2018 - 11:38 AM By: Williams, Molly R -FS

AutoCAD SHX Text 8 "12"

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CAP OPEN END WITH PLATE

CAP OPEN END WITH PLATE

DO NOT SCALE DRAWING

FOREST SERVICE

THE PACIFIC NORTHWEST REGION (R-6)

U.S. DEPARTMENT OF AGRICULTURE

Forest:

Location:

Drawn:Designed:

Date:Checked: GIFFORD PINCHOT NATIONAL FOREST

DATE

SHEET 4 of

GIFFORD PINCHOT

GIFFORD PINCHOT NATIONAL FOREST

62/20/2015

S QI

S ROCKEY

S QI

ROAD CONSTRUCTION AND MAINTENANCE IDIQ

(RCM IDIQ TO#2)

GATE DETAILS

HINGE POST

HINGE FLANGE

HINGE POST LOWER AND

UPPER HINGE PLATE

POST REINFORCEMENT

HINGE POST

LOWER FLANGE

LOCK TABS

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1" KEYWAY FOR LOCK TABS TO LOCK IN OPEN POSITION

AutoCAD SHX Text 10"O.D. 6" I.D. X "38"

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WELD TO POST

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1" KEYWAY FOR LOCK TABS TO LOCK IN OPEN POSITION (BOTTOM HINGE…