Solicitation_AG-05M6-S-17-0041.pdf

REQUEST FOR QUOTATION PAGE OF PAGES

(THIS IS NOT AN ORDER) THIS RFQ IS IS NOT A SMALL BUSINESS SET- ASIDE 1 75

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

AG-05M6-S-17-0041 05/10/2017 UNDER BDSA REG. 2

AND/OR DMS REG. 1

5a. ISSUED BY 6. DELIVER BY (Date) Mt. Baker-Snoqualmie National Forest 2930 Wetmore Avenue Suite 3A.

Everett, WA 98201

See Section F.2

5b. FOR INFORMATION CALL (NO COLLECT CALLS) 7. DELIVERY FOB DESTINATION NAME TELEPHONE NUMBER OTHER (See Schedule)

AREA CODE NUMBER 9. DESTINATION

JORGE A SOMOZA 425 783-6053 a. NAME OF CONSIGNEE

8. TO:

a. NAME b. COMPANY b. STREET ADDRESS

c. STREET ADDRESS c. CITY

d. CITY e. STATE f. ZIP CODE d. STATE e. ZIP CODE

10. PLEASE FURNISH QUOTATIONS TO THE

ISSUING OFFICE IN BLOCK 5A ON OR

BEFORE CLOSE OF BUSINESS

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

24 May 2017 2:00 PM 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)

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT

PRICE

AMOUNT

(a) (b) (c) (d) (e) (f) Bayview Campground Well Drilling

Mt. Baker-Snoqualmie National Forest

Mt. Baker Ranger District

Do Not Enter Prices Here

See Schedule of Items

Mail Quote to Contracting Officer Mt. Baker-Snoqualmie National Forest 2930 Wetmore Avenue, Suite 3A

Everett, WA 98201 or e-mail to jsomoza@fs.fed.us or fax at

(425) 783-0129

Technical Point of Contact is Thomas Warter at 425-783-6082

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

12. DISCOUNT FOR PROMPT PAYMENT NUMBER PERCENTAGE

NOTE: Additional provisions and representations are are not attached.

13. NAME AND ADDRESS OF QUOTER 14. SIGNATURE OF PERSON AUTHORIZED TO 15. DATE OF

a. NAME OF QUOTER SIGN QUOTATION QUOTATION

DUNS:_______________

b. STREET ADDRESS 16. SIGNER

a. NAME (Type or print) b. TELEPHONE

c. COUNTY AREA CODE

d. CITY e. STATE f. ZIP CODE c. TITLE (Type or Print) NUMBER

NSN 7540-01-152-8084

Previous edition not usable

18-121 STANDARD FORM 18 (Rev. 6-95) Prescribed by GSA-FAR (48 CFR) 53.215-1(a) mailto:jsomoza@fs.fed.us

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

BAYVIEW CAMPGROUND WELL DRILLING

MT. BAKER-SNOQUALMIE NATIONAL FOREST

MT. BAKER RANGER DISTRICT

WHATCOM COUNTY, WASHINGTON

SCHEDULE OF ITEMS

WELL #1

ITEM

NUMBER

DESCRIPTION

METHOD

OF

MEAS.

PAY

UNIT

EST.

QUAN-

TITY

UNIT

PRICE

AMOUNT

BID

02520-1 Equipment Move-in/Move-out

LSQ LS 1 $________ $________

02520-2 Surface Seal (includes drilling temporary casing & grout)

AQ LF 60 $________ $________

02520-3 Drilling to Accommodate

Casing 6 - inch

AQ LF 140 $________ $________

02520-4 Drive Shoe LSQ LS 1 $________ $________

02520-5 Casing in Place 6 inch** AQ LF 140 $________ $________

02520-6 Well Screen 6 inch AQ LF 10 $________ $________

02520-7 Well Development AQ Hr 8 $________ $________

02520-8 Stand-by Time AQ Hr 4 $________ $________

02520-9 Bailing Pump Test LSQ LS 1 $________ $________

02520-

IOC/VOC tests LSQ LS 1 $________ $________

Removing Casing* AQ Hr 4 $________ $________

Plugging Well* AQ LF 140 $________ $________

Grouting (does not include surface seal)

AQ Sacks 10 $________ $________

Install Hand Pump (11HDS Force Pump With 100DPS Hand Pump Shroud)

02730-

Riser Pipe AQ LF 130 $________ $________

Pump Rod AQ LF 130 $________ $________

Concrete Base (Well Pad) LSQ LS 1 $________ $________

TOTAL BID PRICE (ALL ITEMS) $ _____________

WELL #2

OF

MEAS.

PAY

UNIT

EST.

QUAN-

TITY

UNIT

PRICE

AMOUNT

BID

02520-1 Equipment Move-in/Move-

IOC/VOC tests LSQ LS 1 $________ $________

Grouting (does not include surface seal)

AQ Sacks 10 $________ $________

02520-

WELL #3

OF

MEAS.

PAY

UNIT

EST.

QUAN-

TITY

UNIT

PRICE

AMOUNT

BID

02520-1 Equipment Move-in/Move-

IOC/VOC tests LSQ LS 1 $________ $________

02520-

Grouting (does not include surface seal)

AQ Sacks 10 $________ $________

02520-

Install Hand Pump.

(11HD Force Pump with 100DPS Hand Pump Shroud)

02730-

Riser Pipe AQ LF 130 $________ $________

02520-

Pump Rod AQ LF 130 $________ $________

02520-

* Not Anticipated. Provide A Unit Price In Case Abandonment Is Directed

** In the event the bidder prefers to also bid on Foreign Made Casing that meets the specifications required herein, the bidder may indicate below a separate bid price for that item. The bidder should include the specifications of the Foreign Made Casing bid upon. Any bid based on furnishing Foreign Made Casing must identify the country manufacturing the item. A Foreign Made bid, to be considered for award, must be evaluated by provisions of the Buy American Act. It should also be noted that nothing prohibits a bidder from bidding on Domestic Casing that exceeds minimum specifications required; particularly in the event of limited or nonavailability of the minimum specifications contained herein.

02520-5a Foreign Casing-In-Place, ___ - Inch Linear Feet $ ________ $ __________

Country Manufacturing Foreign Made Casing

Name of Bidder_______________________________ Telephone_________________

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 SCOPE OF CONTRACT

The project consists of drilling three potable water wells on the Mt. Baker Ranger District, Mt.

Baker-Snoqualmie National Forest. Work includes installing of two new hand pumps and drilling, casing, sealing, lining well to a maximum 140-foot depth or to a depth that yields a minimum of 30 gallons per minute with a minimum depth of 130 feet.

C.2 PROJECT LOCATION

This project is located at The Bay View Campground on the Mt. Baker Ranger District of the Mt. Baker- Snoqualmie National Forest, Section 19, Township 39 North, Range 9 East, Whatcom County, Washington. Project may be reached from Sedro-Woolley, Washington by traveling east on Highway 20 follow the road for 20 miles then turn right onto FS road #1118 by following FS road approximately 2 miles Bay View Campground on the left.

C.3 PRICE RANGE

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

C.4 APPLICABLE SPECIFICATIONS (CSI PROJECTS)

The specifications shown in the specification listing contained in the attachments are applicable to this contract. All specifications not included in the specification listing but referenced by listed specifications, are applicable. The specifications shown on the specification list are physically attached.

C.5 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.

C.6 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.7 BIOBASED PRODUCTS

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

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

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

Graffiti and grease removers Insulation foam Concrete and asphalt release fluids Fluid-filled transformers Wood and concrete sealers Composite panels Adhesive and mastic removers Carpets Roof coating Hydraulic fluid Diesel fuel additives Greases

Dust suppressant 2-cycle engine oil Absorbents

Biobased products that are designated for preferred procurement under USDA’s BioPreferred program must meet the required minimum biobased content as stated in the USDA Final Rule available at www.biopreferred.gov. The Contractor should provide data for their biobased products such as biobased content and source of biobased material

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

The awarded Contractor on each anniversary date of the contract shall compile a complete list of biobased products, including the information above, purchased to carry out the contract requirements. The Contractor shall list volume to be used and total cost for each individual product. This information will be used for reporting purposes.

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

The Contractor shall comply with the clause at FAR 52.223-2, Affirmative Procurement of Biobased Products Under Service and Construction Contracts.

SECTION D--PACKAGING AND MARKING

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

SECTION E--INSPECTION AND ACCEPTANCE

E.1 FAR 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):

www.arnet.gov/far/

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.246-12 Inspection of Construction (AUG 1996) 52.246-13 Inspection—Dismantling, Demolition, or Removal of Improvements (AUG 1996) http://www.arnet.gov/far/

SECTION F--DELIVERIES OR PERFORMANCE

F.1 FAR 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):

https://www.acquisition.gov/?q=browsefar

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.242-14 Suspension of Work (APR 1984)

F.2 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION 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 60 calendar days. The time stated for completion shall include final cleanup of the premises.

F.3 SUSPENSIONS FOR OTHER THAN GOVERNMENT'S CONVENIENCE

The Contracting Officer may issue orders to suspend the work wholly or in part for such period of time as deemed necessary because of: (1) Weather or ground conditions when further prosecution of the work might cause environmental or resource damage to the project, access roads to the project, or adjacent property. Such action would include but not be limited to instances such as siltation of streams, damage to access roads, rutting of project roads which causes otherwise suitable soils to become muddy or unsuitable; or (2) Failure of the Contractor to comply with Specifications such as but not limited to placement of frozen material in fills, placing of asphalts at temperatures lower than those specified, performing work prior to prerequisite approvals, operating equipment not meeting fire requirements, or when conditions exist which do not meet safety requirements. Whether or not a suspend work notice is issued, the Contractor shall be responsible for correcting any damage caused by his/her operation, whether inside or outside project limits, at no cost to the Government. Such suspensions shall not be considered as suspensions for the Convenience of the Government under FAR 52.242-14, Suspension of Work, and shall not qualify for equitable adjustment.

F.4 PROJECT COORDINATION

Contractor shall give Contracting Officer three days notice prior to beginning work at the project site.

Sites are within The Panorama Point Campground, and Contractor is required to provide signs and barricades, meeting MUTDC standards, as necessary to ensure public safety during construction.

SECTION G--CONTRACT ADMINISTRATION DATA

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

A post award conference with the successful offeror is required. It will be scheduled and held within 15 days after the date of contract award. The conference will be held at a location determined after contract award.

G.2 GOVERNMENT-FURNISHED PROPERTY

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

G.3 DESIGNATION OF CONTRACTING OFFICER’S REPRESENTATIVE

The Contracting Officer will designate a Contracting Officer's Representative (COR) at the time of contract award.

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

The Contracting Officer should be informed as soon as possible of any actions or inactions by the Contractor or the Government which will change the required delivery or completion times stated in the contract, and the contract will be modified accordingly. (This does not apply to individual task assignments which were issued by the COR provided they do not affect the delivery schedule or performance period stated in the contract).

On all matters that pertain to the contract terms the Contractor must communicate with the Contracting Officer. Whenever, in the opinion of the Contractor, the COR requests effort outside the scope of the contract, the Contractor should so advise the COR. If the COR persists and there still exists a disagreement as to proper contractual coverage, the Contracting Officer should be notified immediately, preferably in writing if time permits. Proceeding with work without proper contractual coverage could result in nonpayment or necessitate submittal of a contract claim.

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 FAR 52.236-4 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor. (a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by visual surveys.

(b) Weather conditions suitable for performance of exterior work are normally expected from June 1 through November 1, except for fire closures as provided for in Section J.

(c) Transportation facilities are thru paved roads and no special vehicle is required.

(d) No other pertinent information.

H.2 FAR 52.236-3 SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK

(APR 1984)

(a) The Contractor acknowledges that it has taken steps reasonably necessary to ascertain the nature and location of the work, and that it has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to (1) conditions bearing upon transportation, disposal, handling, and storage of materials; (2) the availability of labor, water, electric power, and roads; (3) uncertainties of weather, river stages, tides or similar physical conditions at the sight; (4) the conformation and conditions of the ground; and (5) the character of equipment and facilities needed preliminary to and during work performance. The Contractor also acknowledges that it has satisfied itself as to the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site, including all exploratory work done by the Government, as well as from the drawings and specifications made a part of this contract. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expense to the Government.

(b) The Government assumes no responsibility for any conclusions or interpretations made by the contractor based on the information made available by the Government. Nor does the Government assume responsibility for any understanding reached or representation made concerning conditions that can affect the work by any of its officers or agents before the execution of this contract, unless that understanding or representation is expressly stated in this contract.

H.3 FAR 52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES,

EQUIPMENT, UTILITIES, AND IMPROVEMENTS (APR 1984)

(a) The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work sites, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workman, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by Contracting Officer.

(b) The Contractor shall protect from damage all existing improvements and utilities (1) at or near the work site and (2) on adjacent property of a third party, the location of which are made know to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

H.4 UTILITY SERVICES

No utilities are available at project sites.

H.5 FAR 52.236-12 CLEANING UP (APR 1984)

The Contractor shall at all times keep the work area, including storage areas, free from accumulations of waste materials. Before completing the work, the Contractor shall remove from the work and premises any rubbish, tools, scaffolding, equipment, and materials that are not the property of the Government. Upon completing the work, the Contractor shall leave the work area in a clean, neat, and orderly condition satisfactory to the Contracting Officer.

H.6 LANDSCAPE PRESERVATION

(a) The Contractor shall confine operations to within the areas designated in contract documents, and prevent the depositing of excavated materials or other debris outside of these limits.

Damage to vegetation or structures outside the designated areas shall be repaired as directed by the Contracting Officer.

(b) Operation shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.). Pollutants such as fuels, lubricants, raw sewage, and other harmful materials shall not be discharged onto the ground, into or near rivers, streams, and impoundments or into natural or manmade channels leading thereto. Wash water or waste from concrete or drilling 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 from the Contracting Officer.

(c) Trash and Refuse - Contractor shall remove all of their own trash and refuse from the contract area. This material must be removed to a State, County or Municipality - designated solid waste disposal area.

(d) Prevention of Oil Spills - If the Contractor maintains storage facilities for oil products onsite, appropriate preventative measures shall be taken to ensure that any spill of such oil or oil products does not enter any streams or other waters of the United States or of any individual states.

Servicing of all equipment shall be done only in the area approved by the Contracting Officer.

If the total oil or oil products storage exceeds 1,320 gallons or if any single container exceeds a capacity of 660 gallons, the Contractor shall prepare a Spill Prevention Control and Countermeasures (SPCC) Plan. Such plan shall meet applicable EPA requirements (40CFR 112) including certification by a registered Engineer.

H.7 USE OF PREMISES

(a) Camping: Camping at the job site to be approved by CO.

(b) Sanitary Facilities: Contractor is allowed to use existing campground restroom facilities near the project site if the campground water system is activated. This privilege may be revoked if found that contractor has not keep them clean and tidy.

H.8 AGAR 452-236-77 EMERGENCY RESPONSE (NOV 1996)

(a) Contractor's Responsibility for Fire Fighting. (1) The Contractor, under the provisions of FAR clause 52.236-9, PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS, shall immediately extinguish all fires on the work site other than those fires in use as a part of the work. (2) The Contractor may be held liable for all damages and for all costs incurred by the Government for labor, subsistence, equipment, supplies, and transportation deemed necessary to control or suppress a fire set or caused by the Contractor or the Contractor's agents or employees.

(b) Contractor's Responsibility for Notification in Case of Fire. The Contractor shall immediately notify the Government of any fires sighted on or in the vicinity of the work site.

(c) Contractor's Responsibility for Responding to Emergencies. When directed by the Contracting Officer, the Contractor shall allow the Government to temporarily use employees and equipment from the work site for emergency work (anticipated to be restricted to fire fighting). An equitable adjustment for the temporary use of employees and equipment will be made under the CHANGES clause, FAR 52.243-4.

H.9 HAZARDOUS CONDITIONS SAFETY PLAN CERTIFICATION

The following conditions have been identified as inherently hazardous to a degree that failure to take the proper precautions could lead to serious injury or loss of life. This listing shall not be construed as all-inclusive. The Contractor shall certify that his/her Safety Plan conforms to the requirements of OSHA. The Safety Plan certification shall be submitted prior to commencing work on the project. Appropriate actions shall be taken by the Contractor to implement this plan during performance and to take any and all necessary steps to mitigate the dangers from hazards.

• fall hazard from work heights exceeding six feet

• heavy equipment operation

• suspended loads

• hydraulic and/or pneumatic and/or high-pressure hazards

• mechanical hazards such as pulleys, cables, etc.

H.10 PRODUCT SUBSTITUTION, SHOP DRAWINGS AND MATERIAL CERTIFICATION

(a) 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. The Contractor will request any and all substitutions after award of the contract has been made. No approvals will be made prior to award.

(b) Material Certifications, Testing Reports & Other Submittals.

Brief Title Basic Reference Section Number of Copies to Submit

Government Time for Approval after Submission

Spill Control and Countermeasures (> 1320 Gal.)

Landscape Preservation 2 N/A

Safety Plan Certification Safety Plan Certification 2 N/A

Water Sampling 02520 2 N/A

State Driller’s Report 02530 1 N/A

Fire Plan Fire Protection and

Suppression 1 5 days

Fire Protection and Suppression Certification

Fire Protection and Suppression

1 N/A

PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

I.1 FAR 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):

http://www.dm.usda.gov/procurement/policy/agar.html

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.203-19 Prohibition of Requiring Certain Internal Confidentiality Agreement or Statements (JAN 2017)

52.204-9 Personal Identity Verification of Contractor Personnel (JAN 2011) 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards

(OCT 2016)

52.204-13 System for Award Management Maintenance (OCT 2016) 52.204-22 Alternative Line Item Proposal (JAN 2017)

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) 52.211-18 Variation in Estimated Quantity (APR 1984)

52.219-6 Notice of Total Small Business Set-Aside (NOV 2011) 52.219-28 Post-Award Small Business Program Rerepresentation (JULY 2013) 52.222-3 Convict Labor (JUNE 2003) 52.222-6 Construction Wage Rates 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 Rates Requirements and Related Regulations (MAY 2014)

52.222-14 Disputes Concerning Labor Standards (FEB 1988) 52.222-15 Certification of Eligibility (MAY 2014)

52.222-20 Contracts for Materials, Supplies, Articles, and Equipment Exceeding $15,000

(MAY 2014)

52.222-21 Prohibition of Segregated Facilities (APR 2015) 52.222-26 Equal Opportunity (SEPT 2016) 52.222-27 Affirmative Action Compliance Requirements for Construction (APR 2015) 52.222-36 Equal Opportunity for Workers with Disabilities (JULY 2014)

52.222-50 Combating Trafficking in Persons (MAR 2015) 52.222-55 Minimum Wages Under Executive Order 13658 (DEC 2015) 52.222-62 Paid Sick Leave Under Executive Order 13706 (JAN 2017) http://www.dm.usda.gov/procurement/policy/agar.html

52.223-3 Hazardous Material Identification 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) 52.223-15 Energy Efficiency in Energy-Consuming Products (DEC 2007) 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving

(AUG 2011)

52.224-1 Privacy Act Notification (APR 1984) 52.224-2 Privacy Act (APR 1984) 52.225-13 Restrictions on Certain Foreign Purchases (JUNE 2008) 52.227-4 Patent Indemnity -- Construction Contracts (DEC 2007) 52.228-2 Additional Bond Security (OCT 1997) 52.228-5 Insurance—Work on a Government Installation (JAN 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 (JAN 2017) 52.232-33 Payment by Electronic Funds Transfer – System for Award Management

(JULY 2013)

52.232-39 Unenforceability of Unauthorized Obligations (JUNE 2013) 52.232-40 Providing Accelerated Payments to Small Business Subcontractors (DEC 2013) 52.233-1 Disputes (MAY 2014) 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) 52.236-8 Other Contracts (APR 1984) 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) 52.236-14 Availability and Use of Utility Services (APR 1984) 52.236-15 Schedules for Construction Contracts (APR 1984) 52.236-16 Quantity Surveys (APR 1984)

52.236-17 Layout of Work (APR 1984) 52.236-21 Specifications and Drawings for Construction (FEB 1997)

52.236-26 Preconstruction Conference (FEB 1995) 52.243-5 Changes and Changed Conditions (APR 1984)

52.244-6 Subcontracts for Commercial Items (JAN 2017) 52.245-1 Government Property (JAN 2017) 52.245-9 Use and Charges (APR 2012)

52.246-21 Warranty of Construction (MAR 1994) Alternate I (APR 1984)

52.249-1 Termination for Convenience of the Government (Fixed-Price) (Short From)

(APR 1984)

52.249-10 Default (Fixed-Price Construction) (APR 1984) 52.253-1 Computer Generated Forms (JAN 1991)

AGRICULTURE ACQUISITION REGULATION (48 CFR CHAPTER 4) CLAUSES

452.232-70 Reimbursement for Bond Premiums – Fixed-Price Construction Contracts (NOV

1996) 452.236-71 Prohibition Against the Use of Lead-Paint (NOV 1996) 452.236-72 Use of Premises (NOV 1996) 452.236-73 Archeological or Historic Sites (FEB 1988) 452.236-74 Control of Erosion, Sedimentation and Pollution (NOV 1996) 452.236-76 Samples and Certificates (FEB 1988) 452.236-77 Emergency Response (NOV 1996)

I.2 FAR 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 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—

(3) 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 https://acquisition.gov/far/current/html/Subpart%202_1.html#wp1145508 http://uscode.house.gov/ 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 implements 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:

02520-5a Foreign Casing-In-Place

(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.

http://uscode.house.gov/ http://uscode.house.gov/ https://acquisition.gov/far/current/html/Subpart%2012_5.html#wp1077123

(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).]

I.3 FAR 52.228-13 ALTERNATIVE PAYMENT PROTECTIONS (JULY 2000) (Applicable to Contracts >$35,000 but < $150,000)

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

Payment Bond Irrevocable Letter of Credit

(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.

I.4 AGAR 452.228-70 ALTERNATIVE FORMS OF SECURITY (NOV 1996)

If furnished as security, money orders, drafts, cashier’s checks, or certified checks shall be drawn payable to: USDA Forest Service.

I.5 ORDER OF PRECEDENCE—CONSTRUCTION

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

(1) The Schedule (excluding the specifications)

(2) Representations and Other Instructions

(3) Contract Clauses

(4) Other Documents, Exhibits, and Attachments

(5) The Specifications

(6) Drawings

I.6 FAR 52.223-2 AFFIRMATIVE PROCUREMENT OF BIOBASED PRODUCTS UNDER

SERVICE AND CONSTRUCTION CONTRACTS (SEPT 2013)

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

(1) The product cannot be acquired—

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

(ii) Meeting contract performance requirements; or

(iii) At a reasonable price.

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

(i) Spacecraft system and launch support equipment.

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

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

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

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

(2) Submit this report no later than—

(i) October 31 of each year during contract performance; and

(ii) At the end of contract performance.

http://www.biopreferred.gov/ http://www.sam.gov/

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

SECTION J--LIST OF ATTACHMENTS

Title Pages

1. Specification List 12

2. Supplemental Specifications 0

3. Project Drawings 6 Page No Description 1 of 6 Title Sheet 1 2 of 6 Bayview Campground Propose Well Drilling Map 1 3 of 6 Bayview Campground Well #1 Location 1 4 of 6 Bayview Campground Well #2 & #3 Locations 1 5 of 6 Hand Pump Details 1 6 of 6 Concrete Pad Construction Details 1

4. DOL Wage Decision No. WA170103 7

5. Fire Protection and Suppression (R6-FS-6300-52) 6

6. Past and Current Contract Information 1

USDA FOREST SERVICE PROJECT SPECIFICATIONS

Rev. Date 5/04 Project Name: Bayview Campground 02520 - 1/12 Wells

SECTION 02520

WELLS

PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies the drilling, casing, developing, sealing, lining and test pumping of potable water well.

1.02 RELATED SECTIONS

1.03 SUBMITTALS

A. Prepare daily shift records and submit weekly to CO.

B. Submit 1 copy of the State Well Driller’s Report to the CO within 15 days of well completion.

1.04 REGULATORY REQUIREMENTS

A. Except where these specifications are more stringent, all aspects of Contractor's drilling, construction, and development of the well, and abandonment if ordered by the CO, shall comply with the Administrative Rules for Well Construction Standards issued by the Washington Water Resources Board.

1.05 PROJECT CONDITIONS

A. There is no information available for the drill site.

PART 2 - PRODUCTS

1.06 MATERIALS

A. Casing.

1. New, black welded steel: ASTM A53, bearing factory markings of conformance.

2. Size, Weight and Wall Thickness. Conform to the following:

SIZE WEIGHT MINIMUM WALL

(Inches) (Lbs. Per Ft.) THICKNESS (Inches) 6 17.02 0.250

3. Lengths.

a. 5 foot minimum lengths.

4. Joints.

a. Electric arc welded.

Rev. Date 5/04 Project Name: Bayview Campground 02520 - 2/12 Wells

B. Well Screen.

1. Construction.

a. Continuous slot type with closed, bail bottom.

2. Material.

a. Screen shall be constructed of one of the following.

1) Stainless Steel - ASTM A240 Type 304.

2) Stainless Steel - ASTM A240 Type 316.

3. Diameter.

a. Telescopic size to fit casing in which it is to be installed.

4. Slot Size and Length.

a. Manufacturer’s standard, slot size to be determined by the CO.

5. Packer.

a. Self-sealing, stainless steel using a V-shape, flexible neoprene ring, and mounted on heavy metal ring which can be threaded or welded to top of screen.

C. Access Port.

1. Nongalvanized steel coupling with removable pipe plug; or Weldolet by Bonney Forge Inc., Mount Union, PA; or equal. Provide 1-1/2 inch diameter opening.

D. Hand Pump

1. Pump Stand Monitor Drinking Fountain Pump Stand, Ohio Pattern Base, Model 11HDS, with all brass cylinder. Cylinder size to be 1-11/16”. Baker Manufacturing Co., Evansville, Wisconsin.

2. Riser Pipe 1-1/4” threaded galvanized steel, schedule 40, with galvanized steel couplings.

3. Pump Rod 7/16” threaded and coupled galvanized steel pump rod (avilable from

Baker Manufacturing Co.).

E. Sanitary Seal.

1. Bolted, sanitary type, with rubber gasket and grommeted holes for all pipes with power and control cables passing through it.

F. Drilling Water.

1. Suitable for domestic consumption.

G. Cement Grout.

1. Mix Proportions.

a. Portland Cement with a maximum of 6 gallons of water per sack of cement. Up to 5 percent Bentonite clay, by weight, may be added.

2. Cement.

a. Type II or III Portland Cement.

3. Water.

a. Suitable for domestic consumption.

Rev. Date 5/04 Project Name: Bayview Campground 02520 - 3/12 Wells

H. Bentonite.

1. Commercial Bentonite, fine grained, impervious, with at least 50 percent Bentonite and

0.5 mm maximum size of remaining portion.

I. Sample Containers.

1. Resealable bags, or plastic or waxed cardboard containers with sealing lid; 1 quart in size. Clearly, mark sampling depths.

J. Drilling Fluids.

1. A commercial agent used to aid in removal of cuttings. Bentonite may be used only with approval of the CO.

PART 3 - EXECUTION

1.07 PREPARATION

A. Exercise precautions to prevent foreign materials and surface water from entering drilled hole.

B. The Contractor shall protect the adjacent terrain and surface water from siltation and contamination. Construct a settling basin to contain the drilling fluid, cuttings and compounds and provide a means to filter sediment prior to discharging excess water.

1.08 CONSTRUCTION

A. Temporary Surface Casing.

1. Furnish, install, and remove all temporary surface casing necessary to support the walls of the larger well bore where the grout surface seal is to be placed.

B. Plumbness and Alignment of Wells.

1. Submersible Pumps are to be installed.

a. Plumbness.

1) Drill well vertical. Axis of well shall not deviate from vertical by more than casing inside diameter for each 100 feet of depth.

b. Alignment.

1) Alignment shall be such that a 20 foot plummet will pass all sections of the well easily.

C. Grouting.

1. Utilize cement grout to shut off unsatisfactory water horizons or to stabilize caving formations. Place grout utilizing a grout pump and tremie. No commingling of aquifers will be allowed.

D. Minimum Length of Permanent Casing.

1. The permanent well casing shall extend 18 inches above existing grade, to a depth of 20 feet below the surface or to the depth required by the current Administrative Rules for Well Construction Standards as issued by the Washington Water Resources Department, or as required to seal of unsuitable water zones. Provide centering guides to keep the permanent well casing centered in the oversize drill hole.

Rev. Date 5/04 Project Name: Bayview Campground 02520 - 4/12 Wells

The permanent well casing shall extend from 18 inches above the ground surface to the following depths as applicable:

A. If drill hole passes through sound, uncreviced, consolidated rock formation, case a minimum of 5 feet into the rock formation. If an unconsolidated formation exists below the rock formation, continue the permanent well casing or well screen to the bottom of the formation or to the bottom of the well, which ever is deeper.

B. If drill hole passes through unconsolidated formations and no significant clay lenses, case a minimum of 5 feet below static water level. Continue the permanent well casing or well screen to the well bottom.

C. If drill hole passes through unconsolidated formation with a significant clay layer, case a minimum of 5 feet into clay layer. If an unconsolidated formation exists below the significant clay layer, continue the permanent well casing or well screen to the bottom of the formation or to the bottom of the well, which ever is deeper.

E. Grout Surface Seal.

1. Construct the grout surface seal in the presence of the CO.

2. The annular space between the permanent well casing and the drill hole shall be completely filled and sealed with cement grout to comply with applicable State regulations and the following:

a. Diameter of upper drill hole: Drill the annular space a minimum of 4 inches in diameter larger than the nominal diameter of the permanent well casing and at least 20 feet below the ground surface or to a depth as is necessary to properly create a seal per State regulations or to seal off unsuitable water zone.

3. Temporary Surface Casing Removal.

a. Remove all temporary surfaces casing necessary to support the walls of the larger well bore while placing the grout surface seal.

4. Grout Surface Seal Placement.

a. Construct grout surface seal by placing or forcing grout from the bottom upward between the permanent casing and the open hole or temporary surface casing.

b. Slowly remove the temporary surface casing as the annular space is filled with grout. Alternately, the temporary surface casing may be removed immediately after the grout has been placed, but not later than 1/2 hour after initial introduction of grout into the hole.

c. Complete the surface seal by topping off the fresh grout or bentonite after settlement occurs and within 1/2 hour after initial placement of the grout surface seal.

F. Permanent Casing Installation.

1. Joints.

a. Weld casing segments to form continuous, watertight casing in area to be cased.

Prepare and weld casing as follows:

Rev. Date 5/04 Project Name: Bayview Campground 02520 - 5/12 Wells

1) Cut casing ends square.

2) Bevel end to be joined.

3)…