1205K318R0007_-_SEED_TO_1_-_CVRD_ERFO_REPAIR_PHASE_II.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 #1

CVRD ERFO REPAIR PHASE II

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.)

10 150 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 #1 CVRD ERFO Repair Phase II Gifford Pinchot NF

PART I – THE SCHEDULE

SECTION A—PROJECT GENERAL INFORMATION

A.1 FOR INFORMATION CALL:

Sarah Rockey 360-497-1113

Technical Contact Telephone No.

A.2 THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK

DESCRIBED IN THESE DOCUMENTS

CVRD ERFO Repair Phase 2 Gifford Pinchot National Forest Cowlitz Valley Ranger District Lewis County, Washington

PART I - SCHEDULE OF ITEMS

SECTION B – SUPPLIES, SERVICES AND PRICES

SCHEDULE OF ITEMS:

Project Title Cowlitz Valley ERFO Design, Phase 2

Location Road 25 MP 12.0 Contact Gifford Pinchot National Forest Owner USDA Forest Service

ITEM

NO. ITEM DESCRIPTION

MEASUREMENT

QTY UNIT

PRICE AMOUNT

METHOD UNIT

15101 MOBILIZATION LSQ Lump Sum ALL

15221

CONSTRUCTION SURVEY &

STAKING, METHOD 1,

TOLERANCE A

LSQ Lump Sum ALL

15401 CONTRACTOR TESTING LSQ Lump Sum ALL

15713 SOIL EROSION & POLLUTION

CONTROL LSQ Lump Sum ALL

15730 DEWATERING LSQ Lump Sum ALL

20301 REMOVAL OF EXISTING

CORRUGATED STEEL PIPE AQ Each 1

20303 REMOVE EXISTING ASPHALT CQ Square Yard 170

20304 REMOVAL OF DEBRIS LSQ Lump Sum ALL

20806 STRUCTURE EXCAVATION LSQ Lump Sum ALL

20901 CULVERT BACKFILL MATERIAL,

COMPACTION METHOD C CQ Ton 868

25102B PLACED RIPRAP, CLASS 4,

MACHINE PLACED CQ Ton 30

32209B

AGGREGATE BASE COURSE,

GRADING E, COMPACTION

METHOD F

CQ Ton 355

32209C

AGGREGATE SUBBASE COURSE,

GRADING A COMPACTION

METHOD F

CQ Ton 770

40401 MINOR HOT ASPHALT CONCRETE CQ Ton 235

60201D 72" DIAMETER CORRUGATED

STEEL PIPE, 0.079" THICKNESS AQ Linear Foot 104

62503 SEEDING DRY METHOD LSQ Lump Sum ALL

63501 TEMPORARY TRAFFIC CONTROL LSQ Lump Sum ALL

SUBTOTAL

Location Road 25 MP 13.6

MEASUREMENT

QTY UNIT

PRICE AMOUNT

STAKING, METHOD 1,

TOLERANCE A

LSQ Lump Sum ALL

15713 SOIL EROSION & POLLUTION

20305 REMOVAL OF CONCRETE PIPE

CULVERT SECTIONS CQ Each 3

20701 TYPE 4, LONG-TERM EROSION

CONTROL BLANKET CQ Square Yard 30.2

20806 STRUCTURE EXCAVATION LSQ Lump Sum ALL

25102B PLACED RIPRAP, CLASS 4,

MACHINE PLACED CQ Ton 190

62503 SEEDING DRY METHOD LSQ Lump Sum ALL

Location Road 26 MP 8.0

MEASUREMENT

QTY UNIT

PRICE AMOUNT

STAKING, METHOD 1, TOLERANCE

A

LSQ Lump Sum ALL

15401 CONTRACTOR TESTING LSQ Lump Sum ALL

15713 SOIL EROSION & POLLUTION

CORRUGATED STEEL PIPE AQ Each 2

20303 REMOVE EXISTING ASPHALT CQ Square Yard 234

20404

UNCLASSIFIED BORROW,

COMPACTION METHOD E,

FINISHING METHOD A

CQ Cubic Yard 979

COMPACTION METHOD C CQ Ton 175

25102B PLACED RIPRAP, CLASS 4,

MACHINE PLACED CQ Ton 100

25208 ROCK BUTTRESS, MECHANICALLY-

PLACED CQ Square

Yard 12

26201 GEOSYNTHETIC FACE WRAP CQ Square Yard 1495

32209A

AGGREGATE SURFACE COURSE,

GRADING F, COMPACTION

METHOD C

CQ Ton 97

60201A 24" DIAMETER CORRUGATED

STEEL PIPE, 0.079" THICKNESS AQ Linear Foot 60

Location Road 26 MP 8.1

MEASUREMENT

QTY UNIT

PRICE AMOUNT

STAKING, METHOD 1,

TOLERANCE A

LSQ Lump Sum ALL

15401 CONTRACTOR TESTING LSQ Lump Sum ALL

15713 SOIL EROSION & POLLUTION

CONTROL LSQ Lump Sum ALL

15730 DEWATERING LSQ Lump Sum ALL

20303 REMOVE EXISTING ASPHALT CQ Square Yard 440

COMPACTION METHOD C CQ Ton 797

25102B PLACED RIPRAP, CLASS 4,

MACHINE PLACED CQ Ton 100

GRADING F, COMPACTION

CQ Ton 158

60201C 36" DIAMETER CORRUGATED

STEEL PIPE, 0.079" THICKNESS AQ Linear Foot 6

60201D 72" DIAMETER CORRUGATED

STEEL PIPE, 0.079" THICKNESS AQ Linear Foot 82

60211

36" DIAMETER CORRUGATED

STEEL PIPE, REMOVE, SALVAGE,

AND INSTALL CULVERT

CQ Linear Foot 36

60708 CLEAN CULVERT IN PLACE AQ Each 1

62503 SEEDING DRY METHOD LSQ Lump Sum 1

Location Road 26 MP 9.6

MEASUREMENT

QTY UNIT

PRICE AMOUNT

STAKING, METHOD 1,

TOLERANCE A

LSQ Lump Sum ALL

15401 CONTRACTOR TESTING LSQ Lump Sum ALL

15713 SOIL EROSION & POLLUTION

CONTROL LSQ Lump Sum ALL

15730 DEWATERING LSQ Lump Sum ALL

20303 REMOVE EXISTING ASPHALT CQ Square Yard 162

20404

UNCLASSIFIED BORROW,

COMPACTION METHOD E,

FINISHING METHOD A

CQ Cubic Yard 2910

COMPACTION METHOD C CQ Ton 169

25102A PLACED RIPRAP, CLASS 3,

MACHINE PLACED CQ Ton 325

25208 ROCK BUTTRESS,

MECHANICALLY-PLACED CQ Square

Yard 20

26201 GEOSYNTHETIC FACE WRAP CQ Square Yard 2126

GRADING F, COMPACTION

CQ Ton 124

60202

71" SPAN X 47" RISE

CORRUGATED STEEL PIPE-ARCH,

0.138" THICKNESS

AQ Linear Foot 60

Location Road 26 MP 10.2

MEASUREMENT

QTY UNIT

PRICE AMOUNT

METHOD UNIT

15101 MOBILIZATION LSQ Lump Sum ALL

15713 SOIL EROSION & POLLUTION

CONTROL LSQ Lump Sum ALL

55501 STRUCTURAL STEEL REMOVABLE

TRAFFIC GRATE CQ Pound 6750

Title Cowlitz Valley ERFO Repair Phase 2

Location Road 26 MP 15.0

MEASUREMENT

QTY UNIT

PRICE AMOUNT

STAKING, METHOD 1,

TOLERANCE A

LSQ Lump Sum ALL

15401 CONTRACTOR TESTING LSQ Lump Sum ALL

15713 SOIL EROSION & POLLUTION

CORRUGATED STEEL PIPE AQ Each 1

20303 REMOVE EXISTING ASPHALT CQ Square Yard 63

COMPACTION METHOD C CQ Ton 184

25102A PLACED RIPRAP, CLASS 3,

MACHINE PLACED CQ Ton 12

GRADING F, COMPACTION

CQ Ton 47

60201B 30" DIAMETER CORRUGATED

STEEL PIPE, 0.079" THICKNESS AQ Linear Foot 56

Title Cowlitz Valley ERFO Repair Phase 2

Location

SUMMARY OF TOTAL COST FROM EACH SITE

SITE SITE DESCRIPTION SUBTOTAL

1 25 MP 12.0

2 25 MP 13.6

3 26 MP 8.0

4 26 MP 8.1

5 26 MP 9.6

6 26 MP 10.2

7 26 MP 15.0

TOTAL ESTIMATED COST

NOTES:

1. AQ = Actual Quantities, DQ = Design (Contract) Quantities, LSQ = Lump Sum Quantities

2. 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.

3. See Project Submittals FSSS 153.07 for all items that are incidental to Pay Item(s).

4. All volume unit pay items are measured in-place. All reference to quantities of excavated materials, backfill and embankment materials refer to original (prior to excavation) volumes.

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 DESCRIPTION OF WORK

The project consists of the following major items of work:

1. Repair of 7 ERFO (Emergency Relief Of Federally Owned) Sites.

• 25 MP 12.0 – Remove existing corrugated steel pipe and install 72” diameter steel pipe. Construct road embankment and place asphalt surface.

• 25 MP 13.6 – Remove concrete pipe sections. Riprap placement.

• 26 MP 8.0 –Remove two existing corrugated steel pipes and install 24” diameter steel pipe. Remove debris, deck timber, construct road embankment.

• 26 MP 8.1 – Remove existing corrugate steel pipe, salvage and install. Install 72” diameter steel pipe. Remove debris, deck timber, construct road embankment.

• 26 MP 9.6 – Remove debris, deck timber, construct road embankment. Install 71” span x 47” rise corrugated steel pipe arch.

• 26 MP 10.2 – Remove debris. Install structural steel grate.

• 26 MP 15.0 – Remove existing corrugated steel pipe and install 30” diameter steel pipe. Construct road embankment.

C.2 PROJECT LOCATION

The project is located on the Gifford Pinchot National Forest, Cowlitz Valley Ranger District.

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

Between $1,000,000 and $5,000,000.

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:

Instream work windows are:

Site Name Stream Name Instream Work Window

2500000 MP 12.0 Unnamed Trib to Iron Creek June 13 - Sept 30 2500000 MP 13.6 Benham Creek NA 2600000 MP 8.0 Unnamed Trib to Quartz Creek July 16 - Sept 30 2600000 MP 8.1 Unnamed Trib to Quartz Creek July 16 - Sept 30 2600000 MP 9.6 Unnamed Trib to Quartz Creek NA 2600000 MP 10.2 Unnamed Trib to Quartz Creek NA 2600000 MP 15.0 Unnamed Trib to Green River NA 1 Work is allowed between these dates, work outside these dates must be approved.

2 NA = Streams are Non Applicable to MOU instream work windows due to distant proximity, fish presence, flow conditions or a combination of all these factors

Work window for Spotted Owl is:

Site Name Spotted Owl Work Window

2500000 MP 12.0 NA

2500000 MP 13.6 NA

2600000 MP 8.0 July 16 - Sept 30 2600000 MP 8.1 July 16 - Sept 30

2600000 MP 9.6 NA

2600000 MP 10.2 NA

2600000 MP 15.0 NA

Work windows for quarry production activities:

(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:

- See General Traffic Control Requirements in Construction Plans.

- Contractor shall sign the road closure(s) 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:

See FSSS 153.07 and 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. See FSSS 153.07 for additional submittals.

Brief Title Basic

Reference Number Of Copies To Section

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

Spill Prevention Control and Countermeasures (SPCC) Plan

H.2 (e) 1 7

Project Work Schedule FAR 52.236-

1 7

Weather-Caused Suspensions of Work Plan

H.2 (e) 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-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.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 150 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:

• Seed

• Unclassified Borrow

• Waste Sites

SECTION H – SPECIAL CONTRACT REQUIREMENTS

The Below Clauses are Supplemental to the Base IDIQ Solicitation

H.1 EMERGENCY CONTROL (ADDENDUM to AGAR 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:

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.

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 0 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.

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

1. The intake(s) on the dewatering pump(s) must have a fish screen(s) and be operated in accordance with WDFW fish screen criteria. WDFW-approved fish screens have both of the following specifications (see MOU Appendices pg. 4)

a. The intake on any pump used for diverting water from a fish-bearing waterbody shall be screened with material that has openings no larger than 5/64 inch for square openings, measured side to side, or 3/32 inch diameter for round openings, and the screen must have at least one square inch of functional screen area for every gallon per minute (gpm) of water drawn through it. For example, a 100 gpm-rated pump would require at least a 100 square inch screen. Screen maintenance shall be adequate to prevent injury or entrapment to juvenile fish and shall remain in place whenever water is withdrawn from the waterbody through the pump intake.

b. Fish within construction sites that will be dewatered or isolated from the main waterbody shall be captured and safely moved from the job site. Fish capture and transportation equipment shall be available on the job site during all inwater activities.

c. 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.

2. The Contractor is responsible for all fish removal and relocation efforts prior to any instream work. No sites need fish removal during dewatering.

a. Contractor shall provide notice to CO no less than N/A days in advance of fish removal date to provide lead time for project Fisheries Biologist oversight.

b. Contractor shall provide and coordinate use of pumps or similar water draw down equipment to facilitate safe and efficient fish removal.

c. Fish Collection Permit is required as specified in RCW 77.32.240, WAC 220-200-150.

It may be obtained through the Washington Department of Fish and Wildlife.

d. Follow the Fish Handling and Water Diversion Protocol attached in Section J.

3. 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.

http://app.leg.wa.gov/RCW/default.aspx?cite=77.32.240 http://apps.leg.wa.gov/wac/default.aspx?cite=220-200-150

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.

5. 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.

6. 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.

7. 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 large wood, 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, large wood, trees, etc.), seeding, and mulching.

*Note: The USFS 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.

PART II – CONTRACT CLAUSES

SECTION I – CONTRACT CLAUSES

*The clauses below are supplemental to clauses in the Base IDIQ*

I.1 FAR 52.228-1 Bid Guarantee (SEP 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States. The Contracting Officer will return bid guarantees, other than bid bonds –

(1) To unsuccessful bidders as soon as practicable after the opening of bids, and (2) To the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.

(c) The amount of the bid guarantee shall be 20 percent of the bid price or $ 250,000.00 whichever is less.

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.

(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference.

I.2 52.228-12 Prospective Subcontractor Requests for Bonds (MAY 2014)

In accordance with section 806(a)(3) of Pub. L. 102-190, as amended by sections 2091 and 8105 of Pub. L. 103-355 (10 U.S.C. 2302 note), upon the request of a prospective subcontractor or supplier offering to furnish labor or material for the performance of this contract for which a payment bond has been furnished to the Government pursuant to 40 U.S.C. chapter 31, subchapter III, Bonds, the Contractor shall promptly provide a copy of such payment bond to the requester.

(End of clause)

I.3 52.228-15 Performance and Payment Bonds—Construction (OCT 2010)

(a) Definitions. As used in this clause— http://uscode.house.gov/

“Original contract price” means the award price of the contract; or, for requirements contracts, the price payable for the estimated total quantity; or, for indefinite-quantity contracts, the price payable for the specified minimum quantity. Original contract price does not include the price of any options, except those options exercised at the time of contract award.

(b) Amount of required bonds. Unless the resulting contract price is $150,000 or less, the successful offeror shall furnish performance and payment bonds to the Contracting Officer as follows:

(1) Performance bonds (. The penal amount of performance bonds at the time of contract award shall be 100 percent of the original contract price.

(2) Payment Bonds (. The penal amount of payment bonds at the time of contract award shall be 100 percent of the original contract price.

(3) Additional bond protection.

(i) The Government may require additional performance and payment bond protection if the contract price is increased. The increase in protection generally will equal 100 percent of the increase in contract price.

(ii) The Government may secure the additional protection by directing the Contractor to increase the penal amount of the existing bond or to obtain an additional bond.

(c) Furnishing executed bonds. The Contractor shall furnish all executed bonds, including any necessary reinsurance agreements, to the Contracting Officer, within the time period specified in the Bid Guarantee provision of the solicitation, or otherwise specified by the Contracting Officer, but in any event, before starting work.

(d) Surety or other security for bonds. The bonds shall be in the form of firm commitment, supported by corporate sureties whose names appear on the list contained in Treasury Department Circular 570, individual sureties, or by other acceptable security such as postal money order, certified check, cashier's check, irrevocable letter of credit, or, in accordance with Treasury Department regulations, certain bonds or notes of the United States. Treasury Circular 570 is published in the Federal Register or may be obtained from the:

U.S. Department of the Treasury Financial Management Service Surety Bond Branch 3700 East West Highway, Room 6F01 Hyattsville, MD 20782.

Or via the internet at http://www.fms.treas.gov/c570/.

(e) Notice of subcontractor waiver of protection (40 U.S.C. 3133(c)). Any waiver of the right to sue on the payment bond is void unless it is in writing, signed by the person whose right is waived, and executed after such person has first furnished labor or material for use in the performance of the contract.

(End of clause) http://www.fms.treas.gov/c570/

PART III – LIST OF DOCUMENTS, EXHIBITS, AND OTHER

ATTACHMENTS

SECTION J – LIST OF ATTACHMENTS

*The Attachments Below are Supplemental to Attachments in the Base IDIQ*

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

Title Pages

1. Forest Service Supplemental Specifications, FSSS (Separate Attachment) 82

2. Project Drawings (Separate Attachment) 57

Page No

Description

1 Title Sheet 2 Vicinity Map 3 Summary of Estimated Quantities

4 General Notes and Legend 5 Optional Material Source Pit Locations 6-7 General Traffic Control Requirements 8 Typical Dewatering Requirements 9 Details

10-17 Road 25 MP 12.0 18-19 Road 25 MP 13.6 20-35 Road 26 MP 8.0 & 8.1 36-48 Road 26 MP 9.6 49-52 Road 26 MP 10.2 53-57 Road 26 MP 15.0

3. Fish Handling and Water Diversion Protocol 2

4. MOU between the WDFW and USFS – R6 (Separate Attachment) 84

PART IV – REPRESENTATIONS AND INSTRUCTIONS

SECTION K – REPRESENTATIONS, CERTIFICATIONS, AND OTHER STATEMENTS OF

OFFERORS OR RESPONDENTS

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

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

RESPONDENTS

L.1 52.237-1 Site Visit (APR 1984)

Offerors or quoters are urged and expected to inspect the site where services are to be performed and to satisfy themselves regarding all general and local conditions that may affect the cost of contract performance, to the extent that the information is reasonably obtainable. In no event shall failure to inspect the site constitute grounds for a claim after contract award.

SECTION M – EVALUATION FACTORS FOR AWARD

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