ag0261s160023.pdf

AG-0261-S-16-0023

1. REQUEST NO.

5a. ISSUED BY

NAME

a. NAME

c. STREET ADDRESS

d. CITY

10. PLEASE FURNISH QUOTATIONS TO

THE ISSUING OFFICE IN BLOCK 5a ON

OR BEFORE CLOSE OF BUSINESS (Date)

2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT. DEF.

UNDER BDSA REG. 2

AND/OR DMS REG.1

RATING

6. DELIVERY BY (Date)

7. DELIVERY

9. DESTINATION

a. NAME OF CONSIGNEE

b. STREET ADDRESS

PAGE OF PAGES

5b. FOR INFORMATION CALL: (No collect calls)

TELEPHONE NUMBER

AREA CODE NUMBER

8. TO:

b. COMPANY

e. STATE f. ZIP CODE

c. CITY

d. STATE e. ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State and local taxes)

THIS RFQ

REQUEST FOR QUOTATION

(THIS IS NOT AN ORDER)

IS IS NOT A SMALL BUSINESS SET ASIDEX

03/18/2016 See Schedule

1 48

ATTN-TANYA SPANFELLNER

1249 S VINNELL WAY STE 200

BOISE ID 83709-1663

SW IDAHO-NEVADA ACQUISITION CENTER

Multiple

208 373-4130TANYA SPANFELLNER

04/14/2016 1630 MT

FOB DESTINATION

OTHER

(See Schedule)X

ITEM NO.

(a)

SUPPLIES/SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e)

AMOUNT

(f)

Weber Ivesia Fence Protection and China Camp Fence Construction-Humboldt-Toiyabe NF-NV

36.204 Disclosure of the Magnitude of

Construction Projects Between $25,000 and $100,000 Period of Performance: 04/25/2016 to 08/31/2016

001 Weber Ivesia Fence Protection Requisition No: 791171 Continued ...

Delivery: 08/31/2016 FOB: Destination

Continued ...

12. DISCOUNT FOR PROMPT PAYMENT

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

NUMBER PERCENTAGE

NOTE: Additional provisions and representations

13. NAME AND ADDRESS OF QUOTER

b. STREET ADDRESS

c. COUNTY

d. CITY e. STATE f. ZIP CODE

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

16. SIGNER

a. NAME (Type or print)

c. TITLE (Type or print)

a. NAME OF QUOTER

AREA CODE

NUMBER

15. DATE OF QUOTATION

b. TELEPHONE are are not attached

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition not usable

STANDARD FORM 18 (REV. 6-95)

Prescribed by GSA - FAR (48 CFR) 53.215-1(a)

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 48

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

AG-0261-S-16-0023

002 China Camp Fence Construction

Requisition No: 790844

Delivery: 06/15/2016

FOB: Destination

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

Section C - Description/Specifications/Statement of Work

Weber Ivesia Fence Protection and China Camp Fence Construction-Humboldt-Toiyabe NF-NV

A. Scope of Contract and Specifications Weber Ivesia Fence Protection:

The Contractor shall furnish the necessary personnel, material, equipment, and services to construct approximately 4000 feet of fence around several key areas of a rare plant population located on the Carson Ranger District, Humboldt-Toiyabe National Forest. Project will include construction of a 2 7/8" drill stem top- rail fence with two strand smooth wire under the top rail. Bottom smooth wire is to be no less than 16 inches off the ground. Line posts will require drilling for post placement. Line posts will be saddle cut for top rail placement and wire guides will be welded for smooth wire placement. Concrete for pole placement is to be used as needed minimizing ground disturbance where possible. All corners should be stabilized as needed with additional line posts and all protruding sharp pieces on the fence should be filed down.

Specifications for the drill stem pipe will be 2 7/8 diameter pipe cut to 6 foot length with a wall thickness of

0.362. One end of each pipe will cut and saddled. Saddled pipe is to allow a 2 7/8 drill stem line pipe to rest on the post so that it can be assembled and welded easily in the field. Attached is an example picture of a saddled cut stem pipe.

Example of Saddle Cut Stem Pipe

Solicitation No.: AG-0261-S-16-0023

B. Scope of Contract - China Camp Fence:

The Contractor shall furnish the necessary personnel, material (not including fence material, wire, clips, Sage Grouse markers, steel posts and t-posts provided by the USFS), equipment, and services to construct approximately 4270 feet of fence around the perimeter of a meadow system in the China Camp Project on the Bridgeport Ranger District of the Humboldt-Toiyabe National Forest in Mineral County Nevada. The fencing will be a permanent 4 strand (bottom smooth wire, 3 –barbed wire strands above) per the below specifications. Contractor shall install two drop down gates within the enclosure. All gates and gate material excluding concrete will be supplied to the contractor by the U.S. Forest Service.

C. Project Location- China Camp Fence:

Mineral County, Nevada just east of Bridgeport California.

D. Project Specifications for fence: (note) All fencing materials provided by the USFS.

Fence Construction Specifications Standard four wire fence construction. Smooth wire will be the bottom wire. All line wire will be dead-ended at corners and line brace post. All metal posts will be placed so that the spade is completely below ground. If in hard rock, the hole will be drilled to allow the steel post to be placed into the ground. Bottom smooth wire is to be no less than 16 inches off the ground and the top wire no more than 42 inches off the ground with a gap between the top and second wire of no less than 12 inches. The top wire is to be marked for sage grouse using vinyl markers. The vinyl markers are approximately 10 feet long and will need to be cut into 4 inch pieces and hung approximately every 3 to 5 feet along the fence on the top wire. The purpose of the markers is to identify the fence line to the Sage Grouse to avoid flying into the fence.

Braces- Braces will be constructed every ¼ mile of fence length, at each gate, and at each change in the fence alignment (corner) according to Forest Service standards. Three-five post brace corners and /or diagonal end braces will be installed at all locations where a corner is formed. Post pipe shall be buried 39” in the ground (except 24” in rock). Line braces shall be constructed at a minimum distance of ¼ mile, as well as the crest of hills and the base of all drainages. In draws where the fence wire has a tendency to pull the steel posts out of the ground, a rock or steel post anchor shall be placed at these points.

Gates- Build two drop down gates approximately 8 feet wide at predetermined sites as shown on the map and hang Sage Grouse Markers on gates.

Creek crossing- There is one seasonal creek crossing.

Terrain- The slope is gradual, ranging from flat ground to slightly rolling terrain. Vegetation includes predominately brush. If vegetation clearing is required, it will be completed by the contractor with hand tools or a chainsaw. Clearing is only necessary to ensure the fence is straight between braces.

Vicinity Map

Project Map

E. Avoidance and Noxious Weed Mitigation:

Access will be via existing Forest Service roads only (FS 045). Vehicles are restricted to the existing roads and not permitted to travel off the road beds. A staging area to the north of the project area and located on the map will be used for staging of materials and equipment. Any known avoidance site will be flagged and avoided during construction of the fence. Flagging for avoidance will be white with red polka dots.

Any vehicles trucks, ATV’s or UTV’s will be washed and clean prior to accessing the worksite and free of seed and soil. When work is completed all vehicles will be washed and cleaned and free of any visible seed and soil from the worksite.

F. Restrictions:

If welding or cutting material that may cause sparks, then the work area must ensure within 25 feet of work is to be clear of all flammable material. On Red Flag Warning days or Fire Weather Watches no welding may occur or activities causing sparks.

G. Camping and Housing:

Camping is not permitted in US Forest Service campgrounds. Contractor (will not) be permitted to camp elsewhere on US Forest Service land. Contractor will be permitted to camp only in specified areas on US Forest Service land as approved by the District Ranger. Camping on Forest Service land is not a right;

permission may be revoked for failure to comply with the terms of the permit.

PART I - THE SCHEDULE

SECTION E - INSPECTION AND ACCEPTANCE

CLAUSES INCORPORATED BY REFERENCE

52.246-12 Inspection of Construction (AUG 1996)

SECTION F - DELIVERIES OR PERFORMANCE

52.242-14 Suspension of Work (APR 1984)

CLAUSES INCORPORATED BY FULL TEXT

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 90 Calendar Days.

(End of clause)

SECTION H - SPECIAL CONTRACT REQUIREMENTS

Use of Premises

The Contractor shall comply with the regulations governing the operation of premises which are occupied and shall perform the contract in such a manner as not to interrupt or interfere with the conduct of Government business.

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 compliance with reasonable and customary manufacturing and construction tolerances.

Incidental Payment Items

The intent of the contract is to provide for the complete construction of the project described in the contract.

Unless otherwise provided, the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies and perform all work required to complete the project in accordance with drawings, specifications, and provisions of the contract. Payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work and materials will be considered as incidental to and included in the payment for items shown.

Barricades, Warning Signs, and Other Devices

The Contractor shall provide, erect, and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public. Roads closed to traffic shall be protected by effective barricades, and obstructions shall be illuminated during the hours of darkness. Suitable warning signs shall be provided to properly control and direct traffic.

The Contractor shall erect warning signs in advance to any place on the project where operations may interfere with the use of the road or trail by traffic and at all intermediate points where the new work crosses or coincides with an existing road or trail. All road barricades, warning signs, lights, temporary signals, flagmen and pilot car operators and equipment, and other protective devices, except for special devices, shall conform with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, published by the Federal Highway Administration and applicable safety codes.

Necessary warning signs and guards shall be posted during blasting operations to safeguard the public.

Weed-Free Equipment

In order to prevent the potential spread of noxious weeds into the project area, the Contractor shall be required to furnish the Contracting Officer with proof of weed-free equipment.

The following is considered proof of weed-free equipment:

The Contractor will be required to clean all construction equipment (equipment that operates off existing roads) prior to entry on the project area. This cleaning shall remove all dirt and plant parts and material that may carry noxious weed seeds into the project area. Only construction equipment inspected by the Contracting Officer will be allowed to operate within the project area. All subsequent move-ins of construction equipment shall be treated the same as the initial move-in.

Prior to initial move-in of all construction equipment, and all subsequent move-ins, the Contractor shall make equipment available for inspection at an agreed location.

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.

(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.).

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 water from concrete or aggregate operations shall not be allowed 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.

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

PART II - CONTRACT CLAUSES

SECTION I - CONTRACT CLAUSES

52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards.(Oct 2015) 52.204-13 System for Award Management Maintenance (JUL 2013) 52.204-19 Incorporation by Reference of Representations and Certifications. (Dec 2014) 52.209-6 Protecting the Governments 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) 52.219-6 Notice of Total Small Business Set-Aside (NOV 2011) 52.219-28 Post-Award Small Business Program Rerepresentation (JUL 2013) 52.222-3 Convict Labor (JUNE 2003) 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 (JULY 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 Rate 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 (APR 2015) 52.222-27 Affirmative Action Compliance Requirements for Construction (APR 2015) 52.222-50 Combating Trafficking in Persons (MAR 2015) 52.222-55 Minimum Wages Under Executive Order 13658. (Dec 2015) 52.223-2 Affirmative Procurement of Biobased Products Under Service And Construction Contracts.(Sep

2013) 52.223-5 Pollution Prevention and Right-to-Know Information (MAY 2011) 52.223-6 Drug-Free Workplace (MAY 2001) 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving (AUG 2011) 52.225-13 Restrictions on Certain Foreign Purchases (JUNE 2008) 52.228-2 Additional Bond Security (OCT 1997) 52.228-11 Pledges of Assets. (JAN 2012) 52.228-12 Prospective Subcontractor Requests for Bonds. (MAY 2014) 52.228-14 Irrevocable Letter of Credit (Nov 2014) 52.232-5 Payments Under Fixed-Price Construction Contracts (MAY 2014) 52.232-23 Assignment of Claims (MAY 2014) 52.232-27 Prompt Payment for Construction Contracts (MAY 2014) 52.232-33 Payment by Electronic Funds Transfer—System for Award Management (JUL 2013) 52.232-39 Unenforceability of Unauthorized Obligations (JUN 2013) 52.232-40 Providing Accelerated Payments to Small Business Subcontractors (DEC 2013) 52.233-1 Disputes (MAY 2014) Alternate I (DEC 1991) 52.233-3 Protest After Award (AUG 1996) 52.233-4 Applicable Law for Breach of Contract Claim (OCT 2004) 52.236-2 Differing Site Conditions (APR 1984)

52.236-3 Site Investigation and Conditions Affecting the Work (APR 1984) 52.236-5 Material and Workmanship (APR 1984) 52.236-6 Superintendence by the Contractor (APR 1984) 52.236-7 Permits and Responsibilities (NOV 1991) 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

(APR 1984)

52.236-10 Operations and Storage Areas (APR 1984) 52.236-11 Use and Possession Prior to Completion (APR 1984) 52.236-12 Cleaning Up (APR 1984) 52.236-13 Accident Prevention (NOV 1991) Alternate I (NOV 1991) 52.236-26 Preconstruction Conference (FEB 1995) 52.243-5 Changes and Changed Conditions (APR 1984) 52.244-6 Subcontracts for Commercial Items (DEC 2015) 52.245-1 Government Property. (Apr 2012) 52.245-9 Use and Charges (Apr 2012) 52.246-21 Warranty of Construction (MAR 1994) 52.249-1 Termination for Convenience of the Government (Fixed Price) (Short Form).(Apr 1984) 52.249-10 Default (Fixed-Price Construction) (APR 1984) Alternate I (APR 1984) 52.253-1 Computer Generated Forms.(Jan 1991) 452.236-72 Use of Premises. (NOV 1996) 452.236-73 Archeological or Historic Sites (FEB 1988) 452.236-76 Samples and Certificates (FEB 1988) 452.236-77 Emergency Response. (NOV 1996)

CLAUSES INCORPORATED BY FULL TEXT

52.225-9 Buy American--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 any article, material, or supply incorporated directly into construction materials.

"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--

(3) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the end product (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

(4) 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 nonavailability 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 implements41 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

(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 contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American statute applies, use of foreign construction material is noncompliant with the Buy American statute.

(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

Foreign and Domestic Construction Materials Price Comparison

Construction Material Description Unit of Measure Quantity Price (Dollars)*

Item 1:

Foreign construction material _______ _______ _______

Domestic construction material _______ _______ _______

Item 2: _______ _______ _______

Foreign construction material _______ _______ _______

Domestic construction material

[List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.] [Include other applicable supporting information.] [* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).]

(End of Clause)

52.228-13 -- Alternative Payment Protections. (Jul 2000)

(a) The Contractor shall submit one of the following payment protections:

___Payment Bond____________________________________________ ___Irrevocable Letter of Credit____________________________________________ ___A Tripartite Escrow Agreement____________________________________________

(b) The amount of the payment protection shall be 100 percent of the contract price.

(c) The submission of the payment protection is required within 10 days of contract award.

(d) The payment protection shall provide protection for the full contract performance period plus a one-year period.

(e) Except for escrow agreements and payment bonds, which provide their own protection procedures, the Contracting Officer is authorized to access funds under the payment protection when it has been alleged in writing by a supplier of labor or material that a nonpayment has occurred, and to withhold such funds pending resolution by administrative or judicial proceedings or mutual agreement of the parties.

(f) When a tripartite escrow agreement is used, the Contractor shall utilize only suppliers of labor and material that signed the escrow agreement.

(End of Clause)

52.252-2 Clauses Incorporated by Reference. (FEB 1998)

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

Federal Acquisition Regulations https://www.acquisition.gov/far http://farsite.hill.af.mil

Agriculture Acquisition Regulations http://www.dm.usda.gov/procurement/policy/agar.htm http://farsite.hill.af.mil

(End of Clause)

452.209-71 Assurance Regarding Felony Conviction or Tax Delinquent Status for Corporate Applicants (FEB 2012) Alternate I (FEB 2012)

(a) This award is subject to the provisions contained in sections 433 and 434 of the Consolidated Appropriations Act, 2012 (P.L. No. 112-74), Division E, as amended and/or subsequently enacted, regarding corporate felony convictions and corporate federal tax delinquencies. Accordingly, by accepting this award the contractor acknowledges that it –

(1) does not have a tax delinquency, meaning that it is not subject to any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability, and

(2) has not been convicted (or had an officer or agent acting on its behalf convicted) of a felony criminal violation under any Federal law within 24 months preceding the award, unless a suspending and debarring official of the United States Department of Agriculture has considered suspension or debarment of the awardee, or such officer or agent, based on these convictions and/or tax delinquencies and determined that suspension or debarment is not necessary to protect the interests of the Government.

(b) If the awardee fails to comply with these provisions, the Forest Service may terminate this contract for default and may recover any funds the awardee has received in violation of sections 433 or 434, amended and/or subsequently enacted.

(End of Clause)

Solicitation No.: AG-0261-S-16-0023 https://www.acquisition.gov/far http://farsite.hill.af.mil/ http://www.dm.usda.gov/procurement/policy/agar.htm http://farsite.hill.af.mil/

Order of Precedence - Construction

Any inconsistency in this solicitation or contract shall be resolved by giving precedence in the following order:

(a) The Schedule (excluding the Specifications) (Sections A-H).

(b) The representations and other instructions (Sections K and L).

(c) Contract clauses (Section I).

(d) Special Project Specifications.

(e) General Specifications.

(f) Drawings and Exhibits (Section J).

PART III - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

The following attachments are a part of this solicitation and any resulting contract (see separate document(s)).

Attachment No.

Title Date No. of Pages

1 Wage Determination NV160033 01/08/2016 NV33 6

2 Wage Determination NV160049 1/08/2016 NV 49 11

General Decision Number: NV160033 01/08/2016 NV33

Superseded General Decision Number: NV20150033

State: Nevada

Construction Type: Heavy

Counties: Humboldt, Lander, Mineral and Pershing Counties in Nevada.

HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016

CARP0971-007 07/01/2015

Rates Fringes

CARPENTER

Including Form Work.........$ 27.98 13.28

ZONE PAY:

ZONE 1: All work within 50 road miles of either Carson City Courthouse or Washoe County Courthouse shall be considered a Free Zone.

ZONE 2: All work within 50 to 150 road miles of the Washoe County Courthouse shall receive $3.00 additional per hour.

ZONE 3: All work within 150 to 300 road miles of the Washoe County Courthouse shall receive $4.00 additional per hour.

ZONE 4: Any work performed in excess of 300 road miles of the Washoe County Courthouse shall receive $5.00 additional per hour.

ENGI0003-028 07/01/2013

Rates Fringes

3/17/2016http://www.wdol.gov/wdol/scafiles/davisbacon/NV33.dvb?v=0

POWER EQUIPMENT OPERATOR:

(02) Bulldozer..............$ 29.55 17.72

(11) Backhoe................$ 32.97 17.72

ZONE PAY:

Zone 1: All work within 50 road miles of Carson City Courthouse of Washoe County Courthouse shall be considered a Free Zone.

Zone 2: All work 50 to 150 road miles from Washoe County Courthouse shall receive $2.00 additional per hour.

Zone 3: All work 150 to 300 road miles from Washoe County Courthouse shall receive $3.00 additional per hour.

Zone 4: All work over 300 road miles from Washoe County Courthouse shall receive $4.00 additional per hour.

IRON0118-005 07/01/2015

Rates Fringes

IRONWORKER, REINFORCING..........$ 33.97 28.92

* LABO0169-016 10/01/2015

Rates Fringes

LABORER

(3) Concrete Vibrator, Mason Tender- Cement/Concrete.............$ 24.10 11.62

PAIN0567-012 07/01/2015

Rates Fringes

PAINTER..........................$ 23.46 11.18

TEAM0533-004 12/01/2010

Rates Fringes

TRUCK DRIVER, Includes Dump Truck (See Preium Rate Below) Base Rate...................$ 28.61 13.64 TRUCK DRIVER: Flatbed Truck.....$ 28.61 13.64

PREMIUM RATES FOR DUMP TRUCKS (Add to Basic Hourly Rate) Under 4 yards: Base Rate 4 yd & under 8 yd: $0.22 8 yd & under 18 yd: $0.43 18 yd & under 25 yd: $0.60 25 yd & under 60 yd: $1.02 60 yd & under 75 yd: $2.46 75 yd & under 100 yd: $3.20 100 yd & under 150 yd: $3.88

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150 yd & under 250 yd: $5.88 250 yd & under 350 yd: $8.88 350 yd & over: $10.88

ZONE PAY:

ZONE 1: All work within 50 road miles of either Carson City Courthouse or Washoe County Courthouse shall be considered a Free Zone.

ZONE 2: All work 50 to 150 road miles from the Washoe County Courthouse shall receive $2.00 additional per hour.

ZONE 3: All work 150 to 300 road miles from the Washoe County Courthouse shall receive $3.00 additional per hour.

ZONE 4: Any work performed more than 300 road miles from the Washoe County Courthouse shall receive $4.00 additional per hour.

SUNV2007-031 09/19/2007

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 17.02 7.10

ELECTRICIAN......................$ 24.18 6.67

LABORER: Common or General......$ 23.70 1.25

LABORER: Pipelayer..............$ 19.41 3.93

OPERATOR: Loader................$ 26.49 4.83

OPERATOR: Mechanic..............$ 28.13 1.25

OPERATOR: Oiler.................$ 26.28 1.25

OPERATOR: Roller, Base (Ride Along)...........................$ 29.10 1.25

OPERATOR: Scraper...............$ 28.53 1.25

PLUMBER..........................$ 26.15 5.75

TRUCK DRIVER: Water Truck.......$ 22.08 6.24

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

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The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010

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08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an

3/17/2016http://www.wdol.gov/wdol/scafiles/davisbacon/NV33.dvb?v=0 interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

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General Decision Number: NV160049 01/08/2016 NV49

Superseded General Decision Number: NV20150049

State: Nevada

Construction Type: Highway

County: Washoe County in Nevada.

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016

SUNV2011-016 10/01/2010

Rates Fringes

BRICKLAYER.......................$ 32.68

BRICKLAYER ZONE PAY: add the applicable amounts per hour calculated based on a radius of over 50 miles from the Washoe County Courthouse in Reno, Nevada.

Zone 1: 0 to 35 Miles $0.00

Zone 2: over 35 to 75 Miles $1.25

Zone 3: over 75 Miles $5.37

CARPENTER........................$ 38.80

CARPENTER ZONE PAY: add the applicable amounts per hour calculated from the Washoe County Courthouse.

Zone 1: 0 to 50 miles $0.00 (road miles of either the Carson City or the Washoe County Courthouse)

Zone 2: over 50 to 150 miles $3.00

Zone 3: over 150 to 300 miles $4.00

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Zone 4: over 300 miles $5.00

CEMENT MASON/CONCRETE FINISHER...$ 34.40

CEMENT MASON ZONE PAY: add the applicable amounts per hour calculated from the Reno Post Office, 50 So. Virginia St., Reno, Nevada.

Zone 1: 0 to 90 miles $0.00

Zone 2: over 90 miles $4.00

ELECTRICIAN

Electrician

Neon Sign..................$ 45.52 Wireman....................$ 50.78

Line Construction Groundman..................$ 40.50 Heavy Equipment Operator...$ 49.49 Lineman....................$ 59.90

FENCE ERECTOR....................$ 48.07

Hod Carrier (Brick Mason Tender)..........................$ 15.00

IRONWORKER.......................$ 56.74

LABORER

Flagperson..................$ 27.95 Group 1.....................$ 30.82 Group 2.....................$ 30.92 Group 3.....................$ 31.07 Group 4.....................$ 31.32 Group 5.....................$ 31.62 Gunmen, Materialmen.........$ 31.32 Highway Striper.............$ 33.57 Landscaper..................$ 25.66 Nozzlemen, Rodmen...........$ 31.62 Reboundmen..................$ 30.97 Traffic Barrier Erector.....$ 30.82 LABORER ZONE PAY: add the applicable amounts per hour calculated based on a radius from either the Carson City or Washoe County Courthouse.

Zone 1: 0 to 50 miles $0.00

Zone 2: over 50 to 150 miles $2.00 (Based on a radius from the Washoe County Courthouse)

Zone 3: over 150 to 300 miles $3.00 (Based on a radius from the Washoe County Courthouse)

Zone 4: over 300 miles $4.00 (Based on a radius from the Washoe County Courthouse)

LABORER CLASSIFICATIONS:

Group 1

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All cleanup work of debris, grounds, and building including windows and tile; Dumpmen or Spotter (other than asphalt);

Handling and Servicing of Flares, Watchmen; General; Guide Posts and Signs; Guardrail Erection and Dismantling; Limber, Brushloader and Piler; Pavement Marking and Striping

Group 2

Choker setter or Rigger (clearing work only) Pittsburgh;

Chipper and similar type brush shredders; Concrete worker (wet or dry); Crusher or Grizzly Tender; Greasing Dowels; Guinea Chaser (Stakemen); Panel Forms (wood or metal) handling, cleaning and stripping of Loading and unloading, (Carrying and handling of all rods and material for use in reinforcing concrete; Railroad Trackmen (maintenance, repair or builders);

Sloper; Semi-Skilled Wrecker

Group 3

Asphalt Workers (Ironers, Shovelers, Cutting Machine);

Buggymobile; Chainsaw, Faller, Logloader and Bucker; Compactor (all types); Concrete Mixer under 1/2 yard; Concrete Pan Work (Breadpan type), handling, cleaning\stripping; Concrete Saw, Chipping, Grinding, Sanding, Vibrator; Cribbing, Shoring, Lagging, Trench Jacking, Hand-Guided Lagging Hammer; Curbing or Divider machine; Curb Setter (precast or cut); Ditching Machine (hand-guided); Drillers Tender, Chuck Tender; Form Raiser, Slip Forms; Grouting of Concrete Walls, Windows and Door Jams; Headerboardmen; Jackhammer, Pavement Breaker, Air Spade; Mastic Worker (wet or dry); Pipewrapper, Kettlemen, Potmen, and men applying asphalt, creosote and similar type materials; All Power Tools (air, gas, or electric), Post Driver; Riprap-Stonepaver and RockSlinger, including placing of sack concrete wet or dry; Rototiller; Rigging and Signaling; Sandblaster; Vibra-screed; Skilled Wrecker (removing and salvaging of sash, windows, doors, plumbing and electrical fixtures)

Group 4

Joy Drill Model TWM-2A, Gardner Denver Model DN143 and similar type drills; Track Drillers, Diamond Core Drillers, Wagon Drillers, Mechanical Drillers on Multiple Units; High scalers;

Concrete pump operator; Heavy Duty Vibrator with Stinger 5" diameter or over; Pipelayer, Caulker and Bander; Pipelayer-waterline, Sewerline, Gasoline, Conduit; Cleaning of Utility Lines; Slip Lining of Utility Lines (including operation of Equipment); TV Monitoring and Grouting of Utility Lines;

Asphalt Rakers

Group 5

Construction Specialists; Blasters and Powdermen

MILLWRIGHT.......................$ 14.80

PAINTER

Brush, Roller...............$ 32.74 Sandblaster.................$ 33.24

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Spray.......................$ 33.59 Structural Steel............$ 33.74

PILEDRIVERMAN....................$ 58.47

PLUMBER/PIPEFITTER...............$ 56.52

POWER EQUIPMENT OPERATOR:

(Piledriver) Group 1.....................$ 57.85

Oiler......................$ 50.47 Truck Crane Oiler..........$ 52.39

Group 2.....................$ 56.31 Oiler......................$ 50.27 Truck Crane Oiler..........$ 52.18

Group 3.....................$ 54.86 Oiler......................$ 50.04 Truck Crane Oiler..........$ 51.96

Group 4.....................$ 53.35 Group 6.....................$ 51.13 Group 8.....................$ 49.21

POWER EQUIPMENT OPERATOR CLASSIFICATIONS (PILEDRIVER):

Group 1

Derrick Barge Pedestal mounted over 100 tons; Clamshells over 7 cu. yds.; Self Propelled Boom Type Lifting Device, over 100 tons; Truck Crane or Crawler, land or barge mounted over 100 tons

Group 2

Derrick Barge Pedestal mounted 45 tons up to and including 100 tons; Clamshells up to and including 7 cu. yds.; Self Propelled Boom Type Lifting Device over 45 tons; Truck Crane or Crawler, land or barge mounted, over 45 tons up to and including 100 tons

Group 3

Derrick Barge Pedestal mounted under 45 tons; Self Propelled Boom Type Lifting Device 45 tons and under; Skid/Scow Piledriver, any tonnage; Truck Crane or Crawler, land or barge mounted 45 tons and under

Group 4

Forklift, 10 tons and over

Group 6

Deck Engineer

Group 8

Deckhand; Fireman

POWER EQUIPMENT OPERATOR:

(Steel Erection) Group 1.....................$ 58.38

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Oiler......................$ 50.25 Truck Crane Oiler..........$ 52.21

Group 2.....................$ 56.87 Oiler......................$ 50.04 Truck Crane Oiler..........$ 51.96

Group 3.....................$ 55.63 Hydraulic..................$ 51.41 Oiler......................$ 49.82 Truck Crane Oiler..........$ 51.74

Group 4.....................$ 53.90 Group 5.....................$ 52.80

POWER EQUIPMENT OPERATOR CLASSIFICATIONS (STEEL ERECTION):

Group 1

Cranes over 100 tons; Derrick over 100 tons; Self-Propelled Boom Type Lifting Devices over 100 tons

Group 2

Cranes over 45 tons up to and including 100 tons; Derrick, 100 tons and under; Self Propelled Boom Type Lifting Device, over 45 tons; Tower Crane

Group 3

Cranes, 45 tons and under; Self Propelled Boom Type Lifting Device, 45 tons and under

Group 4

Chicago Boom; Forklift, 10 tons and over

Group 5

Boom Cat

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 43.08 Group 1A....................$ 45.84 Group 2.....................$ 46.37 Group 3.....................$ 46.64 Group 4.....................$ 47.38 Group 5.....................$ 47.68 Group 6.....................$ 47.85 Group 7.....................$ 48.10 Group 8.....................$ 48.69 Group 9.....................$ 49.01 Group10.....................$ 49.36 Group10A....................$ 49.55 Group11.....................$ 49.79 Group11A....................$ 51.43 Group11B....................$ 52.24 Lubrication and Service Engineer....................$ 47.85

ZONE PAY [ALL POWER EQUIPMENT OPERATORS INCLUDING PILEDRIVERS

& STEEL ERECTION]: add the applicable amounts per hour calculated based on a radius from the Washoe County Courthouse.

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Zone 1: 0 to 50 miles $0.00 (of either the Carson City or the Washoe County Courthouse)

Zone 2: over 50 to 150 miles $2.00

Zone 3: over 150 to 300 miles $3.00

Zone 4: over 300 miles $4.00

POWER EQUIPMENT OPERATOR CLASSIFICATIONS:

Group 1

Engineer Assistant

Group 1A

Heavy Duty Repairman Tender; Oiler; Parts man

Group 2

Compressor; Material Loader and/or Conveyor (handling building materials); Pump

Group 3

Bobcat or similar loader, 1/4 cu. yd. or less; Concrete Curing Machines; Conveyor Belt (tunnel); Forklift (under 20);

Engineer Generating Plant (500 K.W.); Mixer Box (concrete plant); Motorman; Rotomist; Oiler (truck crane)

Group 4

Concrete Mixer, Skip type; Dinky; Forklift (20' or over) or Lumber Stacker; Ross Carrier; Skip Loader (under 1 cu. yd.);

Tie Spacer

Group 5

Concrete Mixers (over 1 cu. yd.); Concrete Pumps or Pumpcrete Guns; Elevator and Material Hoist (1 drum); Groundman for Asphalt Milling and similar

Group 6

Auger type drilling equipment up to and including 30 ft. depth digging capacity; Boom Truck or Dual Purpose a-Frame Truck;

B.L.H. Lima Road Pactor or similar; Chip Box Spreader (Flaherty type or similar); Concrete Batch Plant (wet or dry);

Concrete Saws; Locomotives (over 30 tons); Maginnis International Full Slab Vibrator; Mechanical Finishers (concrete) (Clary, Johnson, Bidwell Bridge Deck or similar types); Mechanical Burn, Curb and/or Curb and Gutter Machine (concrete or asphalt); Pavement Breaker, Truck Mounted, with compressor combination; Pavement Breaker or Tamper (with or without…