Trout_Creek_SDRR_AG-05K3-S-15-0031.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)

743318

GIFFORD PINCHOT NATIONAL FOREST

10600 NE 51ST CIRCLE

VANCOUVER WA 98682

05K3

Gifford Pinchot National Forest

10600 NE 51st Circle Vancouver, WA 98682

STEVONNE FULLER 360-891-5085

1x

AG-05K3-S-15-0031

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

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.)

5 60 calendar days and complete it within ________________ ________________ calendar days after receiving

07/16/2015

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) scfuller Cross-Out scfuller Typewritten Text Trout Creek SDRR Submittal Package:

-Completed and signed SF-1442 -Completed Schedule of Items -Completed Section K -Both Bid Guarantee -Past Performance and Technical Approach Period of Performance: 7/27/2015 to 09/30/2015 Note: E-mail and fax offers are NOT permitted. Submit/mail your offers to Attn: Stevonne Fuller, Gifford Pinchot National Forest - 10600 NE 51st Circle, Vancouver WA 98682. Also found in Box 8.

scfuller Typewritten Text scfuller Typewritten Text scfuller Typewritten Text

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

GIFFORD PINCHOT NATIONAL FOREST

10600 NE 51ST CIRCLE

VANCOUVER WA 98682

05K3

JUSTIN C. HOLDER

28. NEGOTIATED AGREEMENT 29. AWARD

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

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

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

PART I - SCHEDULE OF ITEMS

SECTION B – SERVICES AND PRICES

Trout Creek Road SDRR Mount Adams Ranger District

Gifford Pinchot National Forest

Sub- Item

Description Awarded Quantity

Unit Unit Cost Cost

15101 Mobilization 1 LS _________ __________

4309 RD MP 0.2 SITE 1

60201 18" Corrugated Steel Pipe 0.064" Thick Installation 40 LF _________ __________

30301 Road Recondition, Ditchline 30 LF _________ __________

4309 RD MP 0.23 SITE 2

30302 Road Recondition, Roadw ay 150 LF _________ __________

4309 RD MP 0.37 SITE 3

60202 18" Corrugated Steel Pipe 0.064" Thick Installation 30 LF _________ __________

4309 RD MP 0.44 SITE 4

60203 30" Corrugated Steel Pipe 0.064" Thick Installation 35 LF _________ __________

4309 RD MP 0.5 SITE 5

60204 24" Corrugated Steel Pipe 0.064" Thick Installation 35 LF _________ __________

4309 RD MP 0.53 SITE 6

60205 24" Corrugated Steel Pipe 0.064" Thick Installation 40 LF _________ __________

25101 Place Class 4 Riprap Outlet Apron, Commercial Source 3 CY _________ __________

4309 RD MP 0.72 SITE 7

30303 Road Recondition, Roadbed 150 LF _________ __________

32401 Minor Aggregate, 4" Minus Crushed Rock, Commercial Source 60 ton _________ __________

25102 Place Class 4 Riprap Outlet Apron, Commercial Source 2 CY _________ __________

30304 Road Recondition, Shoulder 300 LF _________ __________

Subtotal 1 =

Sub- Item

Description Awarded Quantity

Unit Unit Cost Cost

4309 RD MP 0.98 SITE 8

15201 Construction Survey and Staking, Method 1, Tolerance A 1 LS _________ __________

15713 Soil Erosion and Pollution Control 1 LS

20401 Drainage Excavation, Reshape Creek Bed 120 LF _________ __________

20431 Borrow Excavation, Unclassif ied Borrow 200 CY

20801 Structural Excavation and Backfill 440 CY _________ __________

25103 Place Class 5 Riprap, Commercial Source 30 CY _________ __________

32402 Minor Aggregate, 4" Minus, Crushed Rock Commercial Source 40 TON _________ __________

60302 16'-0" span, 5'-3" rise structural plate pipe bottom-less arch, .111" thickness w ith concrete footings.

54 LF _________ __________

62201 Equipment Rental, Excavator - Medium Size With Thumb 16 HR _________ __________

62529 Seeding and Mulching, Weed Free Straw Mulch, FS Provided Seed

1 LS _________ __________

4309 RD MP 1.06 SITE 9

60207 30" Corrugated Steel Pipe 0.064" Thick Installation 40 LF _________ __________

25104 Place Class 4 Riprap Outlet Apron, Commercial Source 3 CY _________ __________

4309600 RD MP 0.11 SITE 10

20401 Excavation and Embankment, Waterbars 4 EA _________ __________

30305 Road Recondition, Culvert Inlet 1 LS _________ __________

4309415 RD MP 0.40 SITE 12

30306 Road Recondition, Ditchline 470 LF _________ __________

30307 Road Recondition, Culvert Inlet 1 LS _________ __________

20402 Excavation and Embankment, Waterbars 4 EA _________ __________

Subtotal 2 =

OPTION ITEMS:

Note:

All bid items are contract quantity items, see FP-03 109.02(b).

Sub- Item

Description Awarded Quantity

Unit Unit Cost Cost

43 RD ALL SITES

60208 18" Corrugated Steel Pipe 0.064" Thick Installation 75 LF _________ __________

25105 Place Class 4 Riprap Outlet Apron, Commercial Source 2 CY _________ __________

30308 Road Recondition, Ditchline 2360 LF _________ __________

30309 Road Recondition, Roadbed 400 LF _________ __________

32403 Minor Aggregate, 1-1/4" Minus, Commercial Source 10 TON _________ __________

32404 Minor Aggregate, 4" Minus, Commercial Source 585 TON _________ __________

Total Base Items=

Subtotal 3 =

Sub- Item

Description Awarded Quantity

Unit Unit Cost Cost

43 RD OPTION ITEM

32405 Minor Aggregate, 1-1/4" Minus, Commercial Source 300 TON _________ __________

32406 Minor Aggregate, 4" Minus, Commercial Source 300 TON _________ __________

Total All Items =

Option Item Total =

Trout Creek SDRR Mt. Adams Ranger District AG-05K3-S-15-0031

PART I – THE SCHEDULE

SECTION A—PROJECT GENERAL INFORMATION

A.1 FOR INFORMATION CALL:

Mt. Adams District Engineer 509-395-3389

Technical Contact Telephone No.

A.2 THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK

DESCRIBED IN THESE DOCUMENTS

Mt. Adams Ranger District Skamania County, Washington

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 DESCRIPTION OF WORK

The project consists of the following major items of work:

1. Replacement or installation of various culverts from 18” to 30” diameter.

2. Removal of slide material to waste site.

3. Installation of waterbars.

4. Reconditioning of ditchlines and roadbed including commercial sourced road aggregate and riprap placement.

5. Installation of a 16’x5’-3”x52’ bottomless arch culvert with concrete footings.

C.2 PROJECT LOCATION

The project is located on the Gifford Pinchot National Forest, Mt. Adams Ranger District, in the State of Washington. From Carson, Washington take the Wind River Highway approximately 8 miles north to Hemlock Road. Turn left onto Hemlock Road and proceed approximately 1.3 miles to Forest Road (FR) 43. Turn right onto FR 43 and proceed approximately 5 miles to project area at FR 4309 on the left.

C.3 PRICE RANGE

The Government’s estimate is between $100,000 and $250,000.

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:

All work to be performed:

07/27/2015 to 09/30/2015

In water work window for the AOP site on the 4309 Road at MP 0.98 (Site 8) is:

08/01/2015 to 08/15/2015

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

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

- 4300000, 4309000, 4309600, and 4309415

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.

Submit the traffic control plan at the post-award conference. See C.5 (e).

Road Use Permit - Forest Service road use permits for this project may be obtained by contacting the Contracting Officer. See C.5 (e) for review requirements.

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 3-4 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. See C.5 (e).

(d) Road Closure:

- Contractor shall close USFS Road(s) 4309 for work at the 4309, 4309600, and 4309415 project sites for the duration of the project work.

- Limit road closure time, for USFS Road 43, as acceptable to reduce interference with public traffic.

- Contractor shall sign the road closure and place temporary barricades in accordance with the MUTCD, FP-03 section 156, and section 635. This will include the use of “Road Closed” and “Road Closed Ahead” signs, as well as the use of Type III Barricades. Do not proceed with work on the project until all required signs and safety devises are in place and approved. Contractor shall at all times be responsible for ensuring that necessary temporary traffic control devices remain in place for the duration of the project work. All temporary signs and barricades shall be removed from the project by the contractor after work is complete and approved by the CO.

Removal of signs and barricades shall not occur before CO approval.

C.5 APPLICABLE SPECIFICATIONS AND 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-03.

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:

602 - Culverts and Drains, Commercial Certification for metal pipe.

603 - Culverts, Commercial Certification for metal pipe.

324 - Minor Aggregate, Commercial Source Aggregate Gradations.

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)

Hazardous Spill Plan FP-03, 107 1 7 Erosion Control Plan FP-03, 157 1 7 Traffic Management Plan MUTCD 1 7 Weather-Caused Suspensions of Work Plan

1 7

Fire Plan 1 7 Project Work Schedule FAR 52.236-

2 7

Road Use permit 36CFR261.12 & 261.54(c)

1 7

Road Oversize/Overweight permit(s)

36CFR261.12

& 261.54(c)

1 14

Commercial Certification for metal pipe

FP-03, 602,

106.03(b)

1 7

Commercial Source Aggregate Gradations.

FSSS, 324,

and FP-03 106.03(b)

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-03, 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.10 CONSTRUCTION PLANS

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

C.11 TECHNICAL CONTACTS

1. Michelle Arnoult -Mt. Adams District Engineer, (509)-395-3389

2. Krishna Lepp – Contracting Officer Representative (509) 395-3370

C-12 BIO PREFERRED PRODUCTS

A. The Contractor must comply with Section 9002 of the Farm Security and Rural Investment Act of 2002 (FSRIA), Executive Order (EO) 13423, “Strengthening Federal Environmental, Energy, and Transportation Management,” and the Federal Acquisition Regulation to provide biobased products.

B. The Contractor shall utilize products and material made from biobased materials (e.g., biobased greases, biobased hydraulic fluids, biobased absorbents) to the maximum extent possible without jeopardizing the intended end use or detracting from the overall quality delivered to the end user. All supplies and materials shall be of a type and quality that conform to applicable Federal specifications and standards. All supplies and materials to be used in the performance of work described herein are subject to the approval of the Contracting Officer (CO).

C. The following are examples of products that may be used in this contract for which biobased products are available. The list is not all inclusive. It is desirable that vendors be able to supply the greatest number of biobased products listed meeting the health and environmental specifications.

Hydraulic fluids Absorbents Diesel fuel additives 2-cycle engine oil Multipurpose Lubricants Penetrating lubricants Greases

D. Biobased products that are designated for preferred procurement under USDA’s

BioPreferred program must meet the required minimum biobased content as stated in the USDA Final Rule available at www.biopreferred.gov. The Contractor shall provide data for their biobased products such as biobased content.

E. In addition to the biobased products designated by the U.S. Department of Agriculture in the BioPreferred Program, the Contractor is encouraged to use other biobased products.

F. The Contractor shall comply with the provision at FAR 52.223-1, Biobased Product

Certification.

a. As required by the Farm Security and Rural Investment Act of 2002 and the

Energy Policy Act of 2005 (7 U.S.C. 8102(c) (3)), the Offeror certifies, by signing this offer, that biobased products (within categories of products listed by the United States Department of Agriculture in 7 CFR part 3201, subpart B) to be used or delivered in the performance of the contract, other than biobased products that are not purchased by the Offeror as a direct result of this contract, will comply with the applicable specifications or other contractual requirements.

G. The Contractor shall comply with the provision at FAR 52.223-2, Affirmative

Procurement of Biobased ProductsUnder Service and Construction Contracts.

(a). In the performance of this contract, the contractor shall make maximum use of bio-based products that are United States Department of Agriculture (USDA) designated items unless--

(1) The product cannot be acquired--

(i) Competitively within a time frame providing for compliance with the contract performance schedule;

(ii) Meeting contract performance requirements; or

(iii) At a reasonable price.

(2) The product is to be used in an application covered by a USDA categorical exemption (see 7 CFR 3201.3(e)). For example, all USDA-designated items are exempt from the preferred procurement requirement for the following:

(i) Spacecraft system and launch support equipment.

(ii) Military equipment, i.e., a product or system designed or procured for combat or combat-related missions.

(b). Information about this requirement and these products is available at http://www.biopreferred.gov.

(c). In the performance of this contract, the Contractor shall--

(i) Report to http://www.sam.gov, with a copy to the Contracting Officer, on the product types and dollar value of any USDA-designated biobased products purchased by the Contractor during the previous Government fiscal year, between October 1 and September 30; and

(ii) Submit this report no later than

(iii) October 31 of each year during contract performance.

A Contractor may propose more than one product within a product category and/or propose a product or products addressing more than one product category.

http://www.biopreferred.gov/

SECTION D – PACKAGING AND MARKING

{For this Solicitation, there are NO clauses in this Section}

SECTION E – INSPECTION AND ACCEPTANCE

E.1 CLAUSES INCORPORATED BY REFERENCE (FAR 52.252-2)(FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es): https://www.acquisition.gov/Far/current/pdf/FAR.pdf

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.246-12 Inspection of Construction (AUG 1996)

E.2 INSPECTION AND ACCEPTANCE (AGAR 452.246-70) (FEB 1988)

(a) The Contracting Officer or the Contracting Officer's duly authorized representative will inspect and accept the supplies and/or services to be provided under this contract.

(b) Inspection and acceptance will be performed at* the project site.

E.3 INSPECTION AND TESTING PERFORMED BY GOVERNMENT

The Government will perform sampling, testing and inspection of work in progress where these responsibilities are not expressly assigned to the Contractor by the Forest Service specifications or by the Special Project Specifications.

(End of clause)

E.4 CONFORMITY WITH DRAWINGS AND SPECIFICATIONS

Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the Drawings, indicated in the specifications, or designated on the ground. "Reasonably close conformity" is in compliance with reasonable and customary manufacturing and construction tolerances.

https://www.acquisition.gov/Far

SECTION F - DELIVERIES AND PERFORMANCE

F.1 CLAUSES INCORPORATED BY REFERENCE (FAR 52.252-2)(FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es): https://www.acquisition.gov/Far/current/pdf/FAR.pdf

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.242-14 Suspension of Work (APR 1984)

F.2 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OFf

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 90 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: 07/27/2015

F.3 MAXIMUM WORKWEEK – CONSTRUCTION SCHEDULE (AGAR 452.236-75)

(NOV 1996)

Within 5 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 8:00 p.m.

Submit the Project Work Schedule on or before the date of the post-award conference. See C.5 (e).

F.4 BIO PREFERRED PRODUCT PERFORMANCE REQUIREMENTS SUMMARY

Required Service - Ensure the mandatory purchasing & use of biobased products.

Performance Indicator – Quantitative Factor Performance Standard - Contractor compliance with FSIRA, EO 13423, and FAR Surveillance Methodology – 100% Inspection

AQL – 100%

Deduction – 5% https://www.acquisition.gov/Far

SECTION G – CONTRACT ADMINISTRATION DATA

G.1 AGAR 452.215-73 POST AWARD CONFERENCE (NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled and held within __5__ days after the date of contract award. The conference will be held at __Gifford Pinchot National Forest Headquarters_ or a mutually agreed upon location.

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

G.2 DESIGNATION OF CONTRACTING OFFICER'S REPRESENTATIVE

The Contracting Officer will designate a Contracting Officer's Representative (COR) at the time of the pre-work meeting.

The COR is responsible for administering the performance of work under this contract.

In no event, however, will any understanding, agreement, modification, change order, or other matter deviating from the terms of this contract be effective or binding upon the Government unless formalized by proper contractual documents executed by the Contracting Officer prior to completion of the contract.

The Contracting Officer should be informed as soon as possible of any actions or inactions by the Contractor or the Government which will change the required delivery or completion times stated in the contract, and the contract will be modified accordingly.

(This does not apply to individual task assignments which were issued by the COR provided they do not affect the delivery schedule or performance period stated in the contract).

On all matters that pertain to the contract terms the Contractor must communicate with the Contracting Officer. Whenever, in the opinion of the Contractor, the COR requests effort outside the scope of the contract, the Contractor should so advise the COR. If the COR persists and there still exists a disagreement as to proper contractual coverage, the Contracting Officer should be notified immediately, preferably in writing if time permits.

Proceeding with work without proper contractual coverage could result in nonpayment or necessitate submittal of a contract claim.

G.2 CONTRACT RELEASE

When submitting final payment, Contractor shall provide a signed and dated contract release that includes the following information: "In consideration of receipt of final payment in the amount of $__________ Contractor hereby releases the United States of

America from any and all obligations arising under this contract and any modifications thereof except as reserved herein. Reservations:______________"

SECTION H – SPECIAL CONTRACT REQUIREMENTS

H.1 EMERGENCY CONTROL (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

EROSION CONTROL MEASURES

Measures may include, but not be limited to:

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

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

Submit the Erosion Control Plan on or before the date of the post-award conference. See C.5 (e).

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.

PLAN FOR WEATHER-CAUSED SUSPENSIONS OF WORK

The Contractor shall prepare a plan for weather-caused suspensions of work to ensure preservation of resources affected on the work site or sites. The plans shall be consistent with the requirements in the LANDSCAPE PRESERVATION clause contained in this contract. The plan shall be submitted in writing to the Contracting Officer for review within 5 working days of the notice to proceed. See C.5 (e) for review requirements. The plan shall distinguish between short-term shut-downs caused by intermittent weather activity and longer-term shut-downs associated with the advent of winter. If rejected by the Contracting Officer, the Contractor shall revise the plan and re-submit it for consideration within 3 working days of verbal or written notification by the Contracting Officer. The Contractor shall take action consistent with the plan before suspending activity on the site(s). Acceptance of the plan by the Contracting Officer in no way waives any of the requirements of the LANDSCAPE PRESERVATION clause.

The Plan for Weather-Caused Suspension of Work shall be submitted on or before the date of the post-award conference. See C.5 (e)

H.3 USE OF PREMISES

(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.

H. 4 FISH REQUIREMENTS FOR ROAD 4309 – MP 0.98 (SITE 8) AOP CULVERT

Fish Protection

1. The intake(s) on the dewatering pump(s) must have a fish screen(s) and be operated in accordance with NOAA’s fish screen criteria. NOAA-approved fish screens have both of the following specifications:

a. An automated cleaning device on a fish screen with a minimum effective surface area of 2.5 square feet per cfs and a nominal maximum approach velocity of 0.4 feet per second (fps) or no automated cleaning device on a fish screen with a minimum effective surface area of 1 square foot per cfs and a nominal maximum approach rate of 0.2 fps

b. A round or square screen mesh that is no larger than 2.38 mm (0.094 inches) in the narrow dimension, or any other shape (eg., oval shape) that is no larger than

1.75 mm (0.069 inches) in the narrow dimension.

2. Screen maintenance shall be adequate to prevent injury or entrapment to juvenile fish and shall remain in place at all times that water is being withdrawn from the stream through the pump intake.

3. The project Fisheries Biologist will coordinate and implement all fish relocation efforts prior to any instream work.

4. If at any time and as a result of project activities a fish kill occurs, fish are observed in distress, or water quality problems develop that may present a threat to fish life, the contractor will immediately notify a Forest Service representative (i.e. COR, project leader) who shall then immediately notify the project Fisheries Biologist.

Dewatering and Rewatering

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

2. The dewatering system will be designed and installed to minimize erosion and sediment delivery to the stream, to withstand all stream flows anticipated during the construction period, and to not dewater downstream stream reaches below the by-pass culvert.

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

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

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

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

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

Heavy Equipment

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

2. To prevent the introduction and spread of aquatic and terrestrial invasive plants and animals, accumulations of soil and debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc.) and undercarriages of all heavy equipment prior to its working within the bankfull channel of the stream. Any equipment that will be working instream, and has been utilized for instream work in the past year, must be thoroughly pressure washed with hot water prior to entering National Forest Service land to kill/remove aquatic invasive species. If possible, pressure wash all equipment that will be working instream at 140°F (60°C) or higher for minimum of five minutes or at 120°F or higher for a minimum of 30 minutes.

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

Pollution and Erosion Control

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

2. Implement the following pollution and erosion control measures:

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

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

notification procedures; specific clean-up and disposal instructions for different products available on the site; proposed methods for disposal of spilled material;

and employee training for spill containment.

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

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

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

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

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

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

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

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

Stockpile materials Minimize clearing and grubbing activities when preparing staging, project, and or stockpile areas. Any LW, topsoil, and native channel material displaced by construction will be stockpiled for use during site restoration.

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

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

Complete earthwork (including drilling, excavation, dredging, filling and compacting) as quickly as possible. During excavation, stockpile native streambed materials above the bankfull elevation, where it cannot reenter the stream, for later use.

Site Restoration Initiate rehabilitation – Upon project completion, rehabilitate all disturbed areas in a manner that results in similar or better than pre-work conditions through removal of project related waste, spreading of stockpiled materials (soil, LW, trees, etc.), seeding, and mulching. *Note:

The FS will provide the native grass seed mix for all seeding activities.

Decompact soils – Decompact soil by scarifying the soil surface of travel paths, stream crossings, staging, and stockpile areas, as directed by USFS representative.

Other A copy of the Memorandum of Understanding between the Washington Department of Fish and Wildlife and the U.S. Forest Service-Region 6 (January 2012) shall be available on site at all times.

H. 5 FISH REQUIREMENTS FOR TROUT CREEK SDRR PROJECT (i.e. for project activities other than the AOP culvert replacement on the 4309 Road, MP 0.98)

1. Dispose of slide and waste material in stable sites out of the flood-prone areas. Native material may be used to restore natural or near-natural contours.

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

3. To prevent the introduction and spread of aquatic and terrestrial invasive plants and animals, accumulations of soil and debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc.) and undercarriages of all heavy equipment prior to entering the Gifford Pinchot National Forest. Any piece of equipment that will be repairing culverts, 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 at culvert repair sites at 140°F (60°C) or higher for minimum of five minutes or at 120°F or higher for a minimum of 30 minutes

4. Implement the following pollution and erosion control measures:

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

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

notification procedures; specific clean-up and disposal instructions for different products available on the site; proposed methods for disposal of spilled material;

and employee training for spill containment.

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

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

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

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

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

h. No uncured concrete, form materials, or chemical contaminants will be allowed to enter the active stream channel. Structures containing concrete shall be sufficiently cured to prevent leaching prior to contact with the waterbody.

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

5. Stockpile materials: Minimize clearing and grubbing activities when preparing staging, project, and or stockpile areas. Any LW, topsoil, and native channel material displaced by construction will be stockpiled for use during site restoration.

6. Temporary access roads: For this project, only existing roadways will be used.

Construction of new permanent roads is not permitted.

7. Site Restoration:

Initiate rehabilitation – Upon project completion, rehabilitate all disturbed areas in a manner that results in similar or better than pre-work conditions through removal of project related waste, spreading of stockpiled materials (soil, LW, trees, etc.), seeding, and mulching. *Note: The FS will provide the native grass seed mix for all seeding activities.

Decompact soils – Decompact soil by scarifying the soil surface of staging, stockpile, and other areas, as directed by USFS representative.

H. 6 DEFINITIONS AND ABBREVIATIONS

Wherever in these provisions, or in other contract documents, the following terms, or pronouns in place of them are used, the intent and meaning shall be interpreted as follows:

Building Limits - A line 5 feet outside foundations of the structure.

Calendar Day - Every day shown on the calendar, Sundays and holidays included.

Change Order - A written order issued by the Contracting Officer, to the Contractor documenting modifications within the scope of the contract.

Contract…