12010918Q0075_Staney_Creek_AOP_Improvements.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)

See Schedule

ALASKA REGIONAL OFFICE

709 WEST 9TH STREET

JUNEAU AK 99802

Mari Meiners e-mail mmeiners@fs.fed.us

MARI MEINERS 907-586-8746

106/28/2018

12010918Q0075

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

This RFQ and all attachments

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

FAR 52.211-10 by Oct 15, 2019

07/19/2018

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)

Note: There is pre-quote conference scheduled for Monday July 9, 2018 at 10:00 a.m.

The conference line for this teleconference is 888-844-9904, passcode 9729256.

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

ALASKA REGIONAL OFFICE

709 WEST 9TH STREET

JUNEAU AK 99802

MARI MEINERS

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...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 32

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

12010918Q0075

Staney Aquatic Organism Passage Improvements

2050300 MP 2.85 and 2.97

Delivery: 06/25/2018

Delivery Location Code: 0116

USDA FOREST SERVICE

TONGASS NF KETCHIKAN AREA FED BLDG

648 MISSION STREET

KETCHIKAN AK 99901 US

FOB: Destination

001 Staney Aquatic Organism Passage Improvements

2050300 MP 2.97

Requisition No: 919158

002 Staney Aquatic Organism Passage Improvements

2050300 MP 2.85

Requisition No: 919157

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

Sponsored by GSA

FAR (48 CFR) 53.110

12010918Q0075 – Staney AOP Improvements

PART I—THE SCHEDULE

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

SEE ATTACHMENT 1 FOR PRICE SCHEDULE

Additional Vendor Information For Contract Administration Purposes Contact Name: Phone No:

Signature:

Cell Phone No: DUNS No:

Email:

NOTE: Quoters must submit prices for all items included in the price schedule. Mobilization does not include on-site construction activities including the movement of personnel, materials or equipment within the project site.

SECTION C--DESCRIPTION/SPECIFICATIONS

C.1 PROJECT SCOPE

This project is comprised of all required labor, equipment and materials necessary to perform the following work including but not limited to: Dewatering, excavation, rock excavation, installation of structures, borrow material from nearby quarry for material, haul, reconstructing streambed and banks with instream rock structures, backfill, and soil erosion control.

Items 1 and 2 (Base Items)

National Forest System Road (NFSR) 2050300 at Mile Post (MP) 2.85 Remove and dispose of existing 24” diameter CMP. Furnish and install a 72” diameter x 56’ corrugated metal pipe (CMP) with stream simulation rock, streambanks, and stream features placed inside and adjacent to the structure. Reconstruct streambed and banks up- and downstream.

Reestablish road prism.

National Forest System Road (NFSR) 2050300 at Mile Post (MP) 2.97 Remove and dispose of existing 24” diameter CMP. Furnish and install a 72” diameter x 44’ corrugated metal pipe (CMP) with stream simulation rock, streambanks, and stream features placed inside and adjacent to the structure. Reconstruct streambed and banks up- and downstream.

Reestablish road prism.

Item 3 (Option Item 1):

Rock excavation Excavate 10 CY if rock is encountered during construction at NFSR 2050300 at MP 2.85

Item 4 (Option Item 2):

Rock excavation Excavate 10 CY if rock is encountered during construction at NFSR 2050300 at MP 2.97

C.2 PROJECT LOCATION

The work site is located on Prince of Wales Island near the community of Craig, Alaska. Facilities and services are available in Craig, Klawock, and Thorne Bay. Prince of Wales Island can be accessed by marine and air transportation.

C.3 AGAR 452.211-73 Attachments to Statement of Work/Specifications (FEB 1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this;

solicitation and any resultant contract.

C.4 FP-14 Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects The FHWA Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-14 are part of this solicitation and any resultant contract.

Copies of the FHWA Standard Specifications for Construction of Roads and Bridges are available from:

Government Book Store 915 Second Avenue

Seattle, WA 98714 Phone: 206.553.4270 Fax: 206.553.6717

Or online at: http://bookstore.gpo.gov/

SPECIAL NOTE: The specification contained in this contract is a list of major special project specifications applicable to this contract. Other specifications referred to within these specifications (even though not specifically listed) or contained in the 2014 FHWA Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP 14 are also fully applicable to the solicitation and any resultant contract.

SPECIFICATIONS AND SPECIAL PROJECT SPECIFICATIONS LIST

101 - Terms, Format, and Definitions 102 - Bid, Award, and Execution of Contract 103 - Scope of Work 104 - Control of Work 105 - Control of Material 106 - Acceptance of Work 107 - Legal Relations and Responsibility to the Public 108 - Prosecution and Progress 109 - Measurement and Payment 151 - Mobilization 152 - Construction Survey and Staking 153 - Contractor Quality Control 155 - Schedules for Construction Contracts 156 - Public Traffic 157 - Soil Erosion and Sediment Control 201 - Clearing and Grubbing 203 - Removal of Structures and Obstructions 204 - Excavation and Embankment 205 - Rock Blasting 209 - Structure Excavation and Backfill 251 - Riprap 602 - Culverts and Drains 625 - Turf Establishment 648—Streambed Simulation 705 – Rock

SPECIAL NOTE: The above is a list of major specifications applicable to this contract. Other specifications referred to within these specifications (even though not specifically listed) are also fully applicable to the solicitation and any resultant contract.

C.5 Magnitude of Construction The magnitude of the construction is estimated between $100,000 and $200,000.

C.6 AGAR 452.211-72 Statement of Work/Specifications (FEB 1988) The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in Section J.

SECTION D--PACKAGING AND MARKING

D.1 Project Labeling for Official Correspondence The Government singularly identifies each project with a contract number at time of award. The contract number is a unique identifier to purposely and permanently represent an awarded project. The Government issued contract number is to be referenced on all official communication, to include emails, starting upon notice of award.

NOTE: Forest Service solicitation and contract identifiers are new effective 01 Oct 2017. The solicitation number, for this requirement, will include an “R” in the identifier. Solicitation numbers look like this:

12010918R0003. Contracts will have a similar identifier but will have a “C” in place of the “R”. Contract numbers look like this: 12010918C0010.

SECTION E--INSPECTION AND ACCEPTANCE

E.1 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.

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.

SECTION F--DELIVERIES OR PERFORMANCE

F.1 FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

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 ten (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 October 15, 2019. The time stated for completion shall include final cleanup of the premises.

52.242-14 Suspension of Work (APR 1984) 52.242-17 Government Delay of Work (APR 1984)

F.2 AGAR 452.211-74 Period of Performance (FEB 1988) The period of performance of this contract is from date of award through October 15, 2019.

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 AGAR 452.215-73 Post Award Conference (NOV 1996) A post award or pre-work conference with the successful contractor is required. It will be scheduled and held within a reasonable time after award and prior to the issuing of a Notice to Proceed—typically within ten (10) days.

G.2 Electronic Invoicing and Payment Requirements – Invoice Processing Platform (IPP)

a. Payment requests must be submitted electronically through the U. S. Department of the Treasury's Invoice Processing Platform (IPP). "Payment request" means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract. The IPP website address is: https://www.ipp.gov. The Contractor must use the IPP website to register, access and use IPP for submitting requests for payment. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email IPPCustomerSupport@fms.treas.gov or phone (866) 973-3131.

b. Final Payment. The final invoice must be accompanied by a release of claims against the Government arising by virtue of this contract, other than claims, in stated amounts, that the Contractor has specifically accepted from the operation of the release. Final payment will not be approved without a properly executed Contract Release, Form 6300-16.

c. In addition, when submitting the invoice, the Contractor shall submit payrolls, subcontractor payment information and a spreadsheet detailing the payment breakdown in accordance with the Pay Items in the Schedule of Items, Section B.1 (either electronically in IPP, hard copy, or via fax) to the Contracting Officer (see FAR 52.232-5 Payments Under Fixed Price Construction Contracts).

G.3 Contract Administration This contract will be administered by the Contracting Officer located at:

Alaska Region, Acquisition Management Attn: Mari Meiners

709 W 9th Street Juneau AK 99802-1628 https://www.ipp.gov/ mailto:IPPCustomerSupport@fms.treas.gov

All matters related to the performance of this contract shall be coordinated through the Contracting Officer.

G.4 DESIGNATION OF CONTRACTING OFFICER'S REPRESENTATIVE

a. The Contracting Officer designates the Contracting Officer's Representative(s) (COR). 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.

b. 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.)

c. 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.5 Contractor’s Designated Representative It is required that the Contractor have a designated representative available on the project during the entire project and that the representative be able to speak and understand English. When designating a representative, the Contractor shall furnish a copy of the designation in writing to the Contracting Officer.

Such designation shall clearly indicate the name and limitations (if any) of authority of the representative. If the Contractor intends to designate a representative prior to the pre-work meeting, the representative is strongly encouraged to attend that meeting.

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 LANDSCAPE PRESERVATION (the following is in addition to AGAR Clause 452.236-74 Control of Erosion, Sedimentation and Pollution (NOV 1996) incorporated by reference in section I).

(a) 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.

Unless otherwise agreed to by the CO, retrieve material which falls outside of these limits and either incorporate the material in the work or dispose of the material as directed by the CO.

(b) Schedule and conduct operations to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.). Install silt fencing around areas immediately next to streams and ponds to mitigate suspended sediments when designated on the drawings.

Do not discharge pollutants such as raw sewage, and other harmful materials into or near rivers, streams, and impoundments or into natural or manmade channels leading thereto. Do not allow wash water or waste water from concrete or aggregate operations to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

Collect and return waste motor oils, fuels, lubricants, bitumens and similar hydrocarbons to the supplier. Comply with the requirements of 40 CFR 279, Standards for the Management of Used Oil.

Do not discharge hydrocarbon products on the ground, use them for road oiling, or bury them in a landfill.

Do not operate mechanized equipment in live streams without written approval of the Contracting Officer.

(c) CREEK CROSSINGS: Schedule and conduct bridge and instream work to minimize disturbance to streams.

1. Do not cross streams without Contracting Officer approval.

2. Submit a written equipment crossing plan to the Contracting Officer for approval 14 calendar days before creek crossing is planned. Two machine crossings will be permitted between June 25th and September 1st for all streams designated on the drawings as fish streams. Outside of this time period, no machine crossings will be permitted if fish eggs are present in the gravel or adult fish are present in the stream; otherwise two machine crossings will be permitted.

Road Number Mile Post Instream Timing 20500300 2.85 and 2.97 June 25th – September 1st

3. Limit machine crossings to two times for all live streams not designated on the drawings as fish streams with pipes 48” and larger to be installed.

4. Do not leave temporary bridges in place between September 15 and March 15, unless approved in advance in writing by the Contracting Officer.

Obtain necessary permits for floating camps, floats, shore ramps, and other appurtenances associated with project operations from the following State of Alaska and Federal Agencies:

1. ADNR - Alaska Department of Natural Resources.

2. ADEC - Alaska Department of Environmental Conservation.

3. ADGC – Alaska Department of Governmental Coordination.

4. EPA – US Environmental Protection Agency.

5. DA, COE – US Army Corps of Engineers.

6. USCG – US Coast Guard.

H.2 USE OF PREMISES (the following is in addition to AGAR Clause 452.236-72 Use of Premises) incorporated by reference in section I

(a) Obtain written approval from the Contracting Officer before opening or operating on National Forest land or lands administered by the Forest Service any camp, quarry, borrow pit, storage area, detour, or bypass site, other than SHOWN ON THE DRAWINGS. A camp is interpreted to include the camp site or trailer parking area of any employee working on the project for the Contractor. Such approval, if granted, will be without charge to the Contractor.

(b) Meet the requirements of 40 CFR 112 (Oil Pollution Prevention) for fuel storage. Meet the requirements of 33 CFR 150 and 33 CFR 154 for facilities transferrring oil or hazardous materials in bulk.

(c) No temporary camp will be allowed on the National Forest. A camp is interpreted to include the camp site or trailer parking area of any employee working on the project for the Contractor. Such approval, if granted, will be without charge to the contractor

H.3 CONTRACTOR’S USE AND MAINTENANCE OF EXISTING ROADS

The Contractor is authorized to use roads in the immediate construction project area for performance of work under this contract. Such roads are those which are necessary for qequipment unloading ramps, and other approved work areas. The roads authorized for use will be subject to the following general conditions:

(a) Federal Regulations contained in 36 CFR 261.12; except vehicle weight will not exceed that of

AASHTO HS20-44 and/or U80 Loading. Submit written requests to the CO for approval to use L90 and U102 overload Loadings on roads authorized for use. Regulations prohibit damaging a road or blocking a road open to use by others, except as otherwise provided in Special Project Specification 104.

(b) The Government will not snowplow roads for the Contractor's use. The Contractor may snowplow any road designated for his use. A permit defining snowplowing requirements is required and will be issued by the District Ranger, upon request by the Contractor. Repair any damage to the road structure caused by snow removal operations. Vehicles, other than conventional over-the-snow vehicles (snowmobiles), will not be permitted to use roads when there is an average of more than 4” of snow unless the road has been snowplowed.

(c) The Contractor is responsible for and will perform road maintenance on Forest Service roads in the construction area commensurate with his use. Perform road maintenance at such intervals that prevent deterioration of the roadway, or as directed by the Contracting Officer.

H.4 ROAD MAINTENANCE REQUIREMENTS

Perform road maintenance work on the required roads in accordance with the following:

(a) Maintain existing roadbed by blading and shaping the traveled way and shoulders. Do not undercut banks. Maintain established drainage structures and/or berms, and place additional drainage structures/berms where necessary to protect embankments.

(b) Perform all seasonal weather cleanup, including removal of bank sloughs, minor slides and fallen timber, which can be accomplished by a motor patrol grader equipped with a front end blade, or comparable equipment, and by the use of hand tools. Replace material eroded from fill slopes and clean out drainage ditches and culverts subject to the above equipment limitations.

Deposit the material removed from slides or other sources in locations approved by the Contracting Officer.

H.5 EMERGENCY CONTROL (the following is in addition to AGAR Clause 452.236-77 Emergency Response (NOV 1996) incorporated by reference in Section I.).

(a) Immediately extinguish without expense to the Government all fires on or in the vicinity of the project which are caused by the Contractor's employees, whether set directly or indirectly as a result of construction operations, with or without direction by the Forest Service. The Contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation deemed necessary by the Government resulting from fires set or caused by Contractor's employees or resulting from construction operations.

(b) Contractor's Responsibility for Controlling Other Emergencies - When requested by the Contracting

Officer, allow the Forest Service to temporarily use employees and equipment for emergency control work. Payment will be made at not less than the current area rate established by the Forest Service.

(c) Fire fighting equipment will be required during the fire season from May 10 to August 31, and during any other period of fire danger designated by the Contracting Officer.

Furnish rust-free fire tools to equip all workers employed in Contractor's operations at each separate work site. Maintain tools in serviceable condition and keep tools in one or more weather-tight fire tools boxes.

Paint fire tools boxes red, mark "tools for Fire Only" with letters at least 3” high, and keep sealed. Post a list of the contents inside each fire tool box so as to be visible when opened.

Kind of Tool No. of People Working in Area 1-4 5-9 10-15 16-20 Axe, d.b chopping, 32-inch min. handle 1 1 2 3 Shovels, L.H. R.P., No. 0 or larger 1 3 6 7 Pulaski, 32-inch min. handle 2 3 7 10 File, 10-inch mill bastard 1 1 1 2 Pumps, backpack cans, 5-gal filled with water

1 2 2 3

Equip each internal combustion engine with a spark arrester qualified and rated USDA-Forest Service, Standard 5100-1, unless it is:

(a) Equipped with a turbine-driven exhaust supercharger such as the turbocharger. There shall be no exhaust bypass.

(b) A multi-position engine, such as on a chain saw, which is equipped with screen arrester, as described in the Forest Service Spark Arrester guide.

A spark arrester, which does not meet the requirements in this guide may be approved upon submission of acceptable proof that the arrester is at least 80 percent efficient in retention, attrition, or destruction of carbon particles. Such arrester may be required to meet higher standards as improvements in design and efficiency are discovered.

(c) A passenger-carrying vehicle or light truck intended primarily for use on roads, and equipped with a factory designed muffler and exhaust system.

(d) A heavy duty truck, such as a dump or log truck, or other vehicle used for commercial hauling, used only on roads and equipped with a factory designed muffler and with a vertical stack exhaust system extending above the cab.

Properly install and constantly maintain in serviceable condition all exhaust equipment described in this Subsection, including spark arresters and mufflers.

Equip each unit of mobile or stationary power equipment, including trucks, with one shovel, and at least one fire extinguisher meeting one of the following specifications:

1. 2-1/2 pound size or larger dry chemical type.

2. 4-pound size or larger carbon dioxide type.

Test or check each extinguisher for proper functioning prior to the beginning of fire precautionary period.

Provide each gasoline power saw with one chemical-pressurized fire extinguisher of not less than 8-ounce capacity by weight. Maintain the extinguisher in good working order at all times.

Do not burn camp refuse, brush, slash, or debris such as that resulting from clearing around camps or on rights-of-way, without the written approval of the Contracting Officer. Submit written requests for burning to the Contracting Officer at least 48 hours in advance of intended burning. The Contracting Officer will approve routine camp refuse disposal incineration in the camp development proposal.

H.6 CONSTRUCTION STAKES, LINES, AND GRADES

The Contractor shall perform all construction staking in accordance with the requirements of Section 152 except for the following item(s):

The Government will mark the clearing limits around rock borrow sources on National Forest Land.

The Government will provide structure and road coordinates and reference point controls to establish road and structure alignment for replacement structure.

H.7 PROSECUTION OF WORK

Areas of weak ground are crossed on this project. The initial embankment depth shall be as SHOWN ON THE DRAWINGS or determined by the Contracting Officer. Reestablish design centerline grade and alignment in accordance with Section 152 as construction progresses, and prior to the placement of borrow excavation. Reestablished design grades may be re-staked by the Contracting Officer to meet local conditions. Final grades may be at elevations other than those SHOWN ON THE DRAWINGS, but in no instance will they be lower than that of the surrounding ground elevations. When directed by the CO, return to previously constructed road or trail embankments and place additional borrow material where subsidence has occurred as a result of construction traffic displacing unstable or weak soil underlying the roadway.

H.8 DISPOSAL OF MERCHANTABLE TIMBER

All timber meeting Forest Service merchantability standards logged during prosecution of this contract, remains the property of the Government. Deck logs in the immediate vicinity in accordance with Section 201 of the specifications.

Buck trees in various lengths to obtain the greatest utilization of material meeting the following utilization standards. The Minimum merchantable piece shall be 6” in diameter inside bark at small end, 12 feet in length, have a net scale of 33 1/3 percent of its gross scale for a sawlog or produce not less than 50 percent of its gross volume in firm usable pulp chips.

Trim allowance shall be a maximum of 12” for log lengths up to 40 foot. An additional 2” of trim shall be allowed for each 10 foot of log length over 40 foot.

Use humbolt undercut in felling merchantable timber. Buck all limbs flush with merchantable logs.

All dead trees which are sufficiently tall to reach the roadbed are designated for cutting. Fell other fire-dangerous dead trees or unstable live trees within 200 foot slope distance of the center line of the road, when marked by the Forest Service. Treat all timber under this subsection meeting utilization standards in accordance with Specification 201 Subsection 201.04, unless relieved in writing.

Cut and use timber designated by the Contracting Officer for construction, without charge.

H.9 LOCAL MATERIAL SOURCES

Designated rock sources for this project are shown on cover sheet of the Drawings:

Pay Item Description Material source number or name

20901 Waste Site Pit at NFSR 2050 000-MP 0.52 20901 Culvert Backfill Pit at NFSR 2050 000-MP 0.52 25101 Riprap Pit at NFSR 2050 000-MP 0.52 64804 Channel Rock, Class CR-1 Pit at NFSR 2050 000-MP 0.52 64806 Channel Rock, Class CR-1 Pit at NFSR 2050 000-MP 0.52

Submit a Development Plan to the CO for approval prior to commencing any development activities.

H.10 MAINTENANCE FOR TRAFFIC

Other commercial, public traffic, construction work and logging will occur in the vicinity of the project area.

Contractor is responsible for coordinating traffic control and road work notifications with the general public and others Contractors to minimize access and safety conflicts. See Table 156-1 in the Forest Service Supplemental Specifications for maximum road closures and allowable delays.

Unless otherwise SHOWN ON THE DRAWINGS or described in the FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS, keep existing roads open to all traffic during road improvement work, and maintain them in a condition that will adequately accommodate traffic. Perform no work that interferes or conflicts with traffic or existing access to the roadway surface until a plan for the satisfactory handling of traffic has been approved. Specific requirements for temporary closures, detours, part-width construction, and access to adjacent or intersecting facilities will be SHOWN ON THE DRAWINGS or described in the SPECIAL PROJECT SPECIFICATIONS or H CLAUSES.

The Contractor shall ensure all signage and traffic requirements will be in accordance with Manual of Uniform Traffic Control Devices. Do not proceed with work on the project until all required signs are in place and approved. Signage will include orange and black retro-reflective construction warning signs, traffic cones, and hand held signs available above and below road junctions and at each end of the road (highway) section when under construction. The signs will be kept in place at all times and shall be moved or removed as necessary as work progresses.

Before shutting down any operations, take all necessary precautions to prevent damage to the project, such as temporary detours, approaches, crossings, or intersections; and provide for normal drainage and minimization of erosion. Leave all travel ways in a condition suitable for traffic.

The Government may permit use of portions of the project during periods when operations have shut down.

All maintenance attributable to permitted use during periods of work suspension will be provided by the Government, except for maintenance needed through the fault or negligence of the Contractor. The Contractor shall be responsible for any maintenance not attributable to use, or that is necessary during suspensions through the fault or negligence of the Contractor.

Submit a written traffic control plan 14 days in advance of construction operations for approval by the C.O.

The plan shall show at a minimum: a sign plan showing types and location of construction signs. Work shall not proceed until the Contractor is notified by the CO or their designee (COR) that the plan is approved. The Contractor is advised that safety is a prime concern for all traffic coming in and out of the construction sites.

In the case of a dead-end road, the contractor will also ensure that no campers or other forest users will be trapped beyond the work area. Road signs indicating the closure or heavy equipment traffic shall be placed at the beginning of the road and before and after the construction site.

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations SHOWN ON THE DRAWINGS, designated in the Road Order, or described in the FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS, when such use will not damage the roads or National Forest resources, and when traffic can be accommodated safely.

H.11 NOTIFICATION OF WORK SCHEDULE

At the pre-work meeting provide a proposed schedule of work showing dates of major work items. Also incorporated into this contract is FAR 52.236-15, Schedules for Construction Contracts.

H.12 REQUIRED PERMITTING

The contractor is responsible for obtaining all required permits for the site prior to beginning construction activities. The contractor may not begin work on the project until all permits have been obtained and the CO issues the contractor a Notice to Proceed.

H.13 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.

A. When submitted within 30 days after contract award, the Contracting Officer will consider formal requests for substitution of products, equipment and methods, in place of those specified. Requests submitted after 30 days will be considered only in case of product unavailability or other conditions beyond the control of Contractor. Requests shall provide the information and be in the format as specified in paragraph B below.

B. Submit separate request for each substitution. Support each request with:

1. Complete data substantiating compliance of proposed substitution with requirements stated in contract documents:

a. Product identification, including manufacturer's name and address.

b. Manufacturer's literature; identify:

1) Product description

2) Reference standards

3) Performance and test data

c. Samples, as applicable

d. Name and address of similar projects on which product has been used, and date of each installation.

e. Comparative data of item to be deleted by proposed substitution. Include drawings to same (or larger) scale as pertinent portion of contract documents and marked to show how differences will be accommodated.

f. Show complete system/assembly as revised to accommodate proposed alternate for difference in performance, size, configuration, connections, service, accessibility, or any other significant characteristics.

g. Show complete layout of system except that which is identical to contract documents unless unchanged portion must be shown to indicate clearances, etc.

h. Include complete detail drawings of supports for all substitute equipment and complete load calculations for adequacy of support prepared and signed by a registered structural engineer.

1. Itemized comparison of the proposed substitution with product specified; list significant variations.

2. Data relating to changes in construction schedule.

3. Any effect of substitution on separate contracts.

4. List of changes required in other work or products.

5. Accurate cost data comparing proposed substitution with product specified.

6. Proposed amount of change to the contract.

7. Designation of required license fees or royalties.

8. Designation of availability of maintenance services, sources of replacement materials.

C. Substitutions will NOT be considered for acceptance when:

1. They are merely indicated or implied on shop drawings or product data submittals without a formal request from Contractor.

2. They are requested directly by a subcontractor or supplier.

3. Acceptance will require substantial revision of contract documents.

4. Substitution has not been requested in accordance with this and related clauses.

D. Substitute products shall not be ordered or installed without written acceptance of the Contracting Officer.

E. Contracting Officer will determine acceptability of proposed substitutions.

F. Number of Substitution Submittals: Only one proposed alternative will be considered for each item. Provide specified item if substitution proposal is rejected.

Contractor’s Representation & Responsibility

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

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

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

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

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

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

a. Costs under separate contracts.

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

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

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

H.14 EQUIPMENT CLEANING

Equipment cleaning is required under this contract. Clean all dirt, oil, seeds, and vegetation from heavy equipment with a power washer before mobilizing it onto the national forest

PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.202-1 Definitions (NOV 2013) 52.203-12 Limitation on Payments to Influence Certain Federal Transactions (OCT 2010) 52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper (May 2011) 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards (OCT 2016) 52.204-13 System for Award Management Maintenance (OCT 2016) 52.204-18 Commercial and Government Entity Code Maintenance (JUL 2016) 52.204-19 Incorporation by Reference of Representations and Certifications (Dec 2014) The Contractor’s representations and certifications, including those completed electronically via the System for Award Management (SAM), are incorporated by reference into the contract.

52.209-6 Protecting the Government's Interest when Subcontracting with Contractors

Debarred, Suspended, or Proposed for Debarment (OCT 2015) 52.209-10 Prohibition on Contracting with Inverted Domestic Corporations (NOV 2015) 52.215-8 Order of Precedence – Uniform Contract Format (OCT 1997) 52.219-3 Notice of HUBZone Set-Aside or Sole Source Award (NOV 2011) 52.219-14 Limitations on Subcontracting (JAN 2017) 52.219-28 Post-Award Small Business Program Rerepresentation (JUL 2013) 52.222-3 Convict Labor (JUN 2003) 52.222-4 Contract Work Hours and Safety Standards -- Overtime Compensation (MAY 2014) 52.222-6 Construction Wage Rate Requirements (MAY 2014) 52.222-7 Withholding of Funds (MAY 2014) 52.222-8 Payrolls and Basic Records (MAY 2014) 52.222-9 Apprentices and Trainees (JUL 2005) 52.222-10 Compliance with Copeland Act Requirements (FEB 1988) 52.222-11 Subcontracts (Labor Standards) (MAY 2014) 52.222-12 Contract Termination - Debarment (MAY 2014) 52.222-13 Compliance with Construction Wage Requirements and Related Regulations (MAY 2014) 52.222-14 Disputes Concerning Labor Standards (FEB 1988) 52.222-15 Certification of Eligibility (MAY 2014) 52.222-21 Prohibition of Segregated Facilities (Apr 2015) 52.222-26 Equal Opportunity (Sep 2016) 52.222-27 Affirmative Action Compliance Requirements for Construction (Apr 2015)

52.223-2 Affirmative Procurement of Biobased Products under Service and Construction Contracts

(SEP 2013)

52.223-3 Hazardous Material and Material Safety Data (JAN 1997) 52.223-5 Pollution Prevention and Right-to-Know Information (MAY 2011) 52.223-6 Drug-Free Workplace (MAY 2001) 52.223-9 Estimate of percentage of Recovered Material Content for EPA-Designated Products (May 2008)

(a) Definitions. As used in this clause— “Postconsumer material” means a material or finished product that has served its intended use and has been discarded for disposal or recovery, having completed its life as a consumer item. Postconsumer material is a part of the broader category of “recovered material.”

“Recovered material” means waste materials and by-products recovered or diverted from solid waste, but the term does not include those materials and by-products generated from, and commonly reused within, an original manufacturing process.

(b) The Contractor, on completion of this contract, shall—

(1) Estimate the percentage of the total recovered material content for EPA-designated item(s) delivered and/or used in contract performance, including, if applicable, the percentage of postconsumer material content; and

(2) Submit this estimate to _____________________ [Contracting Officer complete in accordance with agency procedures].

CERTIFICATION

I, _______________ (name of certifier), am an officer or employee responsible for the performance of this contract and hereby certify that the percentage of recovered material content for EPA-designated items met the applicable contract specifications or other contractual requirements.

[Signature of the Officer or Employee]

[Typed Name of the Officer or Employee]

[Title]

[Name of Company, Firm, or Organization]

[Date]

52.223-17 Affirmative Procurement of EPA-designated Items in Service and Construction Contracts

(MAY 2008)

52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving (AUG 2011) 52.225-9 Buy American Act-Construction Materials (MAY 2014)

(a) Definitions. As used in this clause-- “Commercially available off-the-shelf (COTS) item”—

(1) Means any item of supply (including construction material) that is—

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4), such as agricultural products and petroleum products.

“Component” means an article, material, or supply incorporated directly into a construction material.

“Construction material” means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.

“Cost of components” means--

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

“Domestic construction material” means—

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if—

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which non-availability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

“Foreign construction material” means a construction material other than a domestic construction material.

“United States” means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference.

(1) This clause implements the 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)).

The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

(2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows: _none_ [Contracting Officer to list applicable excepted materials or indicate “none”]

(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American statute is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American statute to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American statute.

(1)

(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including--

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before…