RFQ_W9127N17Q0047.pdf

SEE ADDENDUM

(No Collect Calls)

W9127N17Q0047 27-Jul-2017

b. TELEPHONE NUMBER

503-808-4617

8. OFFER DUE DATE/LOCAL TIME

03:00 PM 10 Aug 2017

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W9127N9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

ERIC J OLDENKAMP

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

W66QKZ71222488

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

USACE PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204-3440

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE W66QKZ 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

USACE PORTLAND DISTRICT

CENWP-PM-P

333 SW 1ST AVE

PORTLAND OR 97204-3440

TEL: FAX:

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$20,500,000

NAICS:

541720

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF57

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W9127N17Q0047

Section SF 1449 - CONTINUATION SHEET

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Each Task 1: Work Plan and QCP

FFP

The contractor shall provide all labor, equipment and materials necessary to perform required services as detailed in Performance Work Statement paragraph 5.1.

FOB: Destination

PURCHASE REQUEST NUMBER: W66QKZ71222488

NET AMT

0002 1 Each Task 2: Pre-work Meeting

FFP

The contractor shall provide all labor, equipment and materials necessary to perform required services as detailed in Performance Work Statement paragraph 5.2.

0003 1 Job Task 3: Literature Review

FFP

The contractor shall provide all labor, equipment and materials necessary to perform required services as detailed in Performance Work Statement paragraph 5.3.

0004 50 Each Task 4: Subsurface Testing

FFP

The contractor shall provide all labor, equipment and materials necessary to perform required services as detailed in Performance Work Statement paragraph 5.4.

0005 1 Each Task 5: Additional Work Statement

FFP

The contractor shall provide all labor, equipment and materials necessary to perform required services as detailed in Performance Work Statement paragraph 5.5.

0006 1 Each Task 6: Site Eval & Update, Draft Report

FFP

The contractor shall provide all labor, equipment and materials necessary to perform required services as detailed in Performance Work Statement paragraph 5.6.

0007 1 Each Task 7: GIS Data

FFP

The contractor shall provide all labor, equipment and materials necessary to perform required services as detailed in Performance Work Statement paragraph 5.7.

0008 1 Each Task 8: Government Review

FFP

The contractor shall provide all labor, equipment and materials necessary to perform required services as detailed in Performance Work Statement paragraph 5.8.

0009 1 Each Task 9: Final Report and Forms

FFP

The contractor shall provide all labor, equipment and materials necessary to perform required services as detailed in Performance Work Statement paragraph 5.9.

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 Destination Government Destination Government 0003 Destination Government Destination Government 0004 Destination Government Destination Government 0005 Destination Government Destination Government 0006 Destination Government Destination Government 0007 Destination Government Destination Government 0008 Destination Government Destination Government 0009 Destination Government Destination Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 7 dys. ADC 1 USACE PORTLAND DISTRICT

CENWP-PM-P

333 SW 1ST AVE

PORTLAND OR 97204-3440

W66QKZ

0002 14 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0003 45 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0004 90 dys. ADC 50 (SAME AS PREVIOUS LOCATION)

0005 90 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0006 150 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0007 97 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0008 195 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0009 225 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

PERFORMANCE WORK STATEMENT

NRHP Archaeological Determination of Eligibility of 45KL328 within the USACE Portland District, John Day Project Boundaries

1.0 GENERAL

a. The US Army Corps of Engineers (Corps) and Bonneville Power Administration (BPA) are jointly responsible for compliance with Section 106 of the National Historic Preservation Act (NHPA) under the terms of the 2009 Systemwide Programmatic Agreement (SWPA) for management of Historic Properties affected by operations of the Federal Columbia River Power System (FCRPS). The John Day Project is managed by the Corps, Portland District, and is located within the FCRPS. The FCRPS Cultural Resource

Program works closely with interested and affected Tribes, SHPOs, and other Agencies for cultural resource management in compliance with Section 106 of the NHPA.

b. Work outlined in this Performance Work Statement (PWS) includes a task to compile a Determination of

Eligibility (DOE) for the John Day Project site 45KL328 under criteria A-D. The site maps can be found in Attachment 2. A DOE is a legally recognized finding that a property meets the criteria for listing in the National Register. Under Section 106, properties that are eligible are given the same consideration as properties formally listed in the National Register, requiring that the Federal agency official "take into account" the effects of an undertaking upon them. In the case of sites located within the FCRPS, the ‘effect’ has already occurred and/or continues to occur due to the on-going nature of the undertaking, which is the operation of the dams and reservoirs for all authorized purposes. Therefore, Determinations of Eligibility are required for sites prior to development of mitigation strategies and for long term site management.

c. Site 45KL328 is located on the north shore at the confluence of the Columbia River and Alderdale Creek on land owned by the Corps. Originally recorded in 1983 by David Ellis as the historic Alderdale town site consisting of a foundations and historic refuse on a floodplain. In 2003, AINW did an assessment of multiple sites in the John Day Reservoir; they recommended subsurface probing and further historical research be conducted at 45KL328. The site was monitored in 2003 thru 2006 by the Confederated Tribes of the Umatilla Indian Reservation (CTUIR). The site was updated during a 2004 survey by the CTUIR (Steinmetz 2013a). The area has been identified as a Historic Property of Religious and Cultural Significance to Indian Tribes (HPRCSIT) to both the CTUIR and Yakama Nation (Engum 2013;

Shellenberger and Kiona 2012). In 2010, the CTUIR conducted oral history interviews and monitored the HPRCSIT (Steinmetz 2013b). The site has not been evaluated for the NRHP. Site 45KL328 is to be assessed for eligibility to the NRHP under criteria A-D.

d. The study area includes federal land managed by the Corps located within the Project on the Washington side of the Columbia River. If access requires crossing non-Federal land or if monitoring is required on non-Federal land within the established April 2016 Project APE, the Corps must obtain rights-of-entry prior to the Contractor accessing non-Corps land. The Contractor shall not conduct work on lands not owned by the Corps without first coordinating with the Contracting Officer (KO) or Contracting Officer’s Representative (COR).

e. The period of performance for this firm fixed priced contract is 365 days after award.

2.0 DEFINITIONS

Throughout this contract terms are defined as follows:

a. Contracting Officer (KO): The Government employee who is authorized to enter into, administer, and or terminate contracts and make related determinations and findings.

b. Contracting Officer’s Representative (COR): The Government employee who is authorized to provide technical direction within the scope of work (cannot change scope of work) and accept completed work.

c. Technical Lead (TL): The Government employee that is the point of contact for technical aspects of this contract.

d. Contract Discrepancy Report (CDR): A written record of unsatisfactory performance by the contractor as observed by the TL.

e. Metadata: Any data, database(s) and/or geospatial data produced through this Contract must be documented through the preparation of standard metadata (data about data) descriptions. The KTR shall ensure that the metadata delivered is compliant with the International Organization for Standardization (ISO) 19115:2003, North American Profile (NAP). The Standard is available for purchase at:

http://www.webstore.ansi.org.

f. Performance Requirements Summary (PRS): Identifies critical success factors for the contract. It identifies both the performance objectives for those factors and the performance threshold required for each performance objective. The Government reserves the right to survey all services called for in the contract to determine whether or not the performance objectives and goals were met.

g. Quality Assurance (QA): A method used by the Government to provide some measures of control over the quality of services received.

h. Quality Assurance Evaluator (QAE): The Government employees responsible for checking Contractor performance.

i. Quality Assurance Surveillance Plan (QASP): A systematic method to evaluate the services the

Contractor is required to furnish in accordance with the PWS and PRS.

j. Quality Control (QC): A method implemented by the Contractor to control the quality of goods and services provided.

k. Quality Control Inspector (QCI): A Contractor’s employee responsible for monitoring and addressing issues with the quality of goods and services provided.

l. Quality Control Plan (QCP): A plan developed by the Contractor which includes quality control actions necessary to meet the quality standards set forth by the contract. The plan should be in compliance with the PWS. Once approved by the Government, the plan becomes a part of the QASP.

3.0 GOVERNMENT WILL FURNISH

a. All pertinent GIS data.

b. Site records for site 45KL328

c. Documents on file at the Corps relating to 45KL328

d. Right of Entry for private lands

4.0 CONTRACTOR WILL FURNISH

a. The Contractor shall furnish all resources, personnel, logistics, computer hardware and software, global positioning systems, software, equipment, materials, and supplies necessary to perform required services under this contract and comply with all local, state and federal regulations during the performance of services. The Contractor shall furnish all standard to the industry equipment, materials, and supplies necessary to perform the work, including but not limited to the following:

‐ Field vehicles ‐ Field equipment ‐ All field materials necessary for the successful completion of the site recordation tasks, including global position system (GPS) equipment.

‐ All computer hardware, software, and office supplies required for recording, mapping drafting and delivery of assigned task products.

‐ All GPS instruments shall be properly adjusted, calibrated, and capable of providing sub meter accuracy. Any instruments, equipment or materials deemed unsafe, incapable of, or unsatisfactory for performing the required work shall be replaced immediately.

‐ Obtaining any necessary permits

5.0 PERFORMANCE STANDARDS AND REQUIREMENTS

5.1 Task 1: Work Plan and Quality Control Plan.

a. The contractor (KTR) shall furnish a work plan within 7 calendar days after receipt of award. The work plan shall be submitted electronically in *pdf format, and sent via email to the TL/District Archeologist and COR. The work plan must include, but is not limited to, the following: A proposal outlining how they propose to conduct all aspects of the proposed work within this PWS. The proposal shall include field management, background research, report writing, site recordation, and site updates.

1) Matrix of all KTR and subcontractor (Sub-KTR) personnel on this project, their roles and responsibilities, including all review personnel;

2) Project objectives and a plan on how to meet those objectives;

3) Information on project organization;

4) All other resources, personnel, logistics, global positioning systems, software, materials, and supplies necessary to conduct an archeological inventory and prepare a technical report; and

5) Project schedule based on completion date requirements. The schedule shall include all work items, milestones, durations, predecessors, source materials and study requirements, data delivery dates, completion dates, deliverables, review processes including all during requirements for responses, and all coordination activities. USACE will review and provide comments within three calendar days after receipt. The KTR shall submit a final schedule within three calendar days after receipt of Government’s comments.

b. Quality Control Plan. The Quality Control Plan (QCP) is a management plan for producing a quality product or service, on schedule and within budget. The KTR shall submit QCP(s) addressing each task above for approval prior to beginning any work. QCPs shall outline Quality Control (QC) procedures that shall ensure the stated accuracy specifications are met. The KTR shall prepare and submit a QCP within 10 calendar days from award. For survey services, it is appropriate to combine the Work Plan and QCP in a single document. The QCP shall be in accordance with USACE Engineering Regulation 1110-1-12, “Quality Management.” USACE Engineering Regulation 1110-1-12 can be viewed at the following website: http://www.publications.usace.army.mil/USACEPublications/EngineerRegulations.aspx.

5.2 Task 2: Pre-work Meeting. The KTR shall schedule a mutual date and time for a pre-work meeting with the

Technical Lead (TL) and Contracting Officer’s Representative (COR) prior to the start of work and within 14 calendar days of receipt of contract award. The purpose of the pre-work meeting shall be to clarify tasks and methods, set a schedule, and to minimize issues/problems that might arise over the course of the contract. If a site visit is required, the KTR shall keep the respective TD and JD Projects Natural Resource Managers (Park Rangers) apprised of where field crews will be and when the work will be done. The KTR shall notify the same individuals the day fieldwork is finished. Close coordination shall be maintained between the KTR’s Principal Investigator (PI) and the TL to insure that the Government’s best interest is served.

5.3 Task 3: Literature Review. Contractor shall locate and review pertinent records, cultural resources studies and archeological/historic site surveys within the study area. Recommended sources for this information include: Washington Department of Archaeology and Historic Preservation (DAHP); the most current Historic Properties Management Plans (HPMP) for The John Day Project; reports, current bibliographies which can be found in FCRPS Annual Reports under the FCRPS SWPA; Columbia River Inter-Tribal Fisheries Enforcement (CRITFE) patrol reports; archeological testing reports, monitoring reports, site/survey records and maps located at the DAHP; site/survey records at Portland District Headquarters; and historical photos, oral histories, historic contexts, any available information at university, libraries and historical societies. The contractor shall conduct a site visit to 45KL328. Data gathered should focus on criteria A-D of the NHPA to determine eligibility under each criterion.

The Literature Review includes:

a. Reports, current bibliographies, archaeological testing reports, monitoring reports, site/survey records, maps, and Washington Department of Archeology and Historic Preservation (DAHP) Washington Information System for Architectural and Archaeological Records Data (WISAARD). Note: records prior to 1997 are available through WISAARD, but are not displayed in the map format.

b. The most current Historic Properties Management Plan (HPMP) for the John Day Project.

c. Identification of Inventoried Lands and Data Gaps (Data Gaps) within the Bonneville, The Dalles, and John

Day Projects.

d. Historical photos, oral histories, historic contexts, and any available information at university and public libraries, local historic societies, libraries and county offices, and the Corps library.

e. Current archaeological and cultural resources research relevant to the study area.

f. Note that all documentation may not be in a final format report, but remain within the entity conducting previous work on the sites, files. These files should also be examined for relevant material.

5.4 Task 4: Subsurface Testing. The contractor shall conduct a site visit to document the current condition of the site and test site for eligibility to the NRHP under criteria D. Testing will include an assessment of site integrity as well as the archaeological site delineation (boundary).

Field crews shall be capable of: 1) rigorous physical exercise, 2) working in extreme weather conditions and rough terrain, and 3) appropriate responses to health and safety situations. The Contractor shall utilize qualified Principal Investigator (PI) and Field Director (FD) who are experienced in conducting testing methods and techniques according to current Washington State standards and the Secretary of Interior’s Standards and Guidelines. The PI shall directly supervise testing in the field.

The Contractor will utilize digital data collection by electronic instruments and equipment to the fullest extent possible. Field crews will capture GPS positions at for each test unit and update of site boundary, if applicable.

The GPS positions documenting site boundary will be polygons. All GPS data will meet Corps specifications outlined in Attachment 4 and be downloaded and corrected frequently throughout the field effort to ensure data preservation. The Contractor will submit draft GIS data with the Additional Work Statement (Task 5). The Contractor will correct GPS data and convert it into shape files and provide to the TL at the completion of fieldwork. The Contractor will also provide raw and corrected GPS data with the final report. The Contractor will provide GIS site boundaries and survey area boundaries shown on USGS topographic maps submitted in the final report.

The Corps Portland District will provide a blank geodatabase and the data dictionary for use on the project. The Contractor should direct any questions concerning GPS or GIS to the TL and the Alternate Point of Contact

(APOC).

The Contractor shall coordinate with the TL to notify Corps personnel when survey crews are working within the John Day Project boundaries.

The Contractor shall submit all information generated during field testing (e.g., handwritten notes, field maps, field notebooks, logs, etc.) to the TL at the completion of all project tasks.

Subsurface Shovel Test Excavations. The Contractor shall conduct up to fifty (50) 50-cm subsurface shovel test excavations (SPs) in order to assess site eligibility to the NRHP. The Contractor shall determine: (a) the presence/absence of any archaeological materials, (b) the depth and nature of previous soil disturbances (or lack thereof), (c) stratigraphic/geomorphic contextual information, and (d) information about the nature, integrity and significance of any identified resources. The Contractor shall follow the Washington Department of Archeology and History Preservations Standards for the testing purposes of a DOE.

All archaeological items exposed by the SP excavations shall be thoroughly documented and evaluated following DAHP field reporting standards. The Contractor shall delineate and record the site boundaries to the extent possible. All SP locations and the perceived site boundary shall be recorded with GPS coordinates.

The Contractor shall excavate all SPs in 10-cm levels to a minimum depth of 1.0-meter below surface and to a depth at which at least two cultural sterile levels have been encountered or until encountering impenetrable deposits. All excavated soils shall be screened though 1/8-inch mesh hardware cloth. Based on the excavators’ professional discretion if soil conditions (i.e. high clay content, extreme rockiness, saturated/muddy consistency) are problematic for 1/8-inch mesh, screening shall be switched to 1/4-inch mesh. The Contractor shall include justifications for switching to a larger mesh screen in the field notes and report documents.

In locations where SP excavation by shovel is not feasible, excavation shall continue with a 15-cm (6-inch) diameter bucket auger probes (AP). In general, maximum AP depths shall extend to at least two culturally sterile levels or the length of available extension rods (i.e. 2 meters). The Contractor shall terminate SPs and APs at shallower depths only if impenetrable deposits (i.e. gravel or cobble layers) or poor soil conditions (i.e.

high clay content, rockiness, saturated/water table) are encountered, based on the Contractor’s professional judgment. Locations of deep construction-related excavations shall be coordinated at the pre-work meeting (Task 5.2).

All artifacts, non-human bone or other cultural materials (other than conclusively modern items) on state lands recovered from the SPs and/or in the screens shall be provided to the USACE for curation, per Corps Regulations ER 1130-2-540 and Corps Guidance EP 1130-2-540, following appropriate or approved laboratory analyses. The Contractor shall document all observed and collected artifacts according to SP (or AP) and level.

All modern artifacts shall be similarly recorded by level in order to document evidence of disturbance. Artifacts provided to the USACE for curation will be ready for curation per the Burke Museum guidelines. The Corps will ascertain an accession number after provided by the Contractor.

If human remains are discovered on Corps land, they shall not be disturbed but protected in place. The KTR shall immediately notify a Corps District Archeologist (Vanessa van der Borg 503-808-4684, Tara Gauthier 503-808-4754, or Sally Bird-Gauvin 503-808-4778). The Corps will follow identified internal procedures to address the situation. (This will include notifying appropriate Indian Tribes, law enforcement, and Coroner’s offices.) If the remains are determined to be Native American, the Corps will comply with the terms of its Inadvertent Discovery Plan and the Native American Graves Protection and Repatriation Act.

5.5 Task 5: Additional Work Statement. After a thorough review of the existing documentation and previous work, the Contractor will determine if additional work is necessary to continue, such as an oral history study to identify traditional cultural uses. If additional work is needed, specific tasks and recommendations for further work (field, ethnographic, etc) will be listed and described in a written narrative along with the draft GIS field data. The narrative will be delivered to the TL and COR as a contract deliverable. If it is found that additional field work is needed to develop a formal determination, this contract may be modified to include that work or the work may be competed and awarded under a separate contract, at the discretion of the Contracting Officer.

5.6 Task 6. Site Evaluations, Site Update and Draft Report. Using the National Register Criteria and guidance on Historic Contexts and Traditional Cultural Properties (see references and guidance in Attachment 5) make a recommendation regarding whether the sites are eligible for listing in the National Register of Historic Places.

The Contractor will also need to integrate FCRPS Cultural Resource Program policies and guidance into the evaluation process. The evaluation will be based on the most complete and current information available. This task will include the following steps:

For each site:

a. Determine the period of significance; "prehistoric" (pre-contact), "historic" (post-contact), or containing components from both periods.

b. Determine if the site is a good representative within the historic contexts for the area.

c. Determine under which criteria (A thru D) the site is eligible and provide data to support eligibility or reason why it does not meet eligibility for each criteria.

d. Determine if the site retains integrity, for all criteria.

e. Complete an updated Washington state site form for the site. Including current photos of site, meeting all

NPS and corresponding SHPO guidelines for archival quality. Contractor will discuss photographs for site record updates with COR. Current digitalized map of the site depicting site boundaries.

f. Complete the NPS 10-900 form for each site. See Attachment 6.

g. Create a comprehensive bibliography of the reports, studies, articles and other literature referencing the site.

h. Provide NRHP eligibility and management recommendations for each site based on results of field evaluation in draft and final report.

The cover of the report shall specify if the document is a draft or final, and include the USACE contract number and also a statement indicating: “Work jointly funded by the U.S. Army Corps of Engineers and Bonneville Power Administration under the FCRPS Cultural Resources Program”.

Text materials shall be typed on good quality bond paper, 8.5 inches by 11 inches with a 1.25-inch binding margin on the left side, .75 inch on the right side, 1 inch at the top and 1 inch at the bottom. Larger graphics may be submitted on 11 x 17 inch paper.

All pages, photographs, tables, etc. shall be consecutively numbered throughout the report and where applicable, shall have titles and appropriate explanatory notes. Continuous Line Numbers, located under Page Layout, will be utilized for the report. The NPS 10-900 form shall be submitted, along with draft GIS data, and draft site form update, to Corps for review and comment.

The draft report, National Parks Service Form 10-900, and the updated site form shall be submitted electronically in a *doc(x) format via email, secured on-line file exchange, or on CD.

5.7 Task 7: GIS Data. The contractor shall collect, edit, and differentially correct GPS files and then prepare projected ESRI geodatabase feature classes with tabular information and FGDC metadata as a deliverable. The deliverable will include one geodatabase containing all deliverable feature classes. The deliverable will include one feature class for each type of feature. All feature class names, field names, and value choices must match the naming conventions in Attachment 5: GIS Data Dictionary. Each feature class in the GIS deliverable will have metadata. The required metadata format is ESRI ArcCatalog Metadata using the FGDC standard: North American Profile (NAP) of ISO 19115 2003. The ESRI ArcCatalog Metadata will have these fields populated;

Tags, Summary, Description, Credits, Citation Contact(s), Resource Citation Date(s). One electronic copy of GIS generated information is due seven (7) days after the completion of fieldwork. The draft GIS shall at minimum have the “sdsFeatureName” entered in the metadata. The GIS information shall be in ESRI shapefile or ESRI feature class format.

5.8 Task 8: Government Review. The Government will provide review comments to the Draft Report 35 calendar days after receipt of the report. Upon receipt of Government review comments to the Draft Report, the KTR shall incorporate any additional necessary or appropriate revisions and updates into a revised Draft Report, which shall then be forwarded to the Government for further review and approval.

5.9 Task 9: Final Report and Forms. The KTR shall address all Government comments and submit the Final

Report, GIS Data, and Site Form in both hard copy and digital media format. The final report, final site form update, and appendices incorporating the Government’s comments shall be submitted within 45 calendar days of receipt of Government comments. Text materials shall be printed on good quality bond paper, 8.5” by 11” with a 1.25” binding margin on the left side, 0.75” on the right side, 1” at the top and 1” at the bottom. Larger graphics may be submitted on 11 x 17 inch paper. Three unbound hard copies shall be submitted. Three electronic copies of the 10-900 form in MS Word and *pdf formats shall be submitted on three CDs (neither disk shall be a copy of the other). Note: The pdf file shall have all graphics, maps and appendices included in the file. The 10-900 form will not be considered final until accepted by the DAHP. All data gathered (field notes, photo, draft GIS data), will be provided to the Government with the Final Report.

5.10 Technical Requirements.

a. The KTR shall provide resumes of the PI, Crew Leaders and field crew, upon request, to demonstrate their capabilities to successfully complete all phases of identified work.

(1) The KTR shall follow the Secretary of the Interior’s “Standards and Guidelines for Archeology and Historic Preservation,” Professional Qualifications Standards found at 36 CFR Part 61, http://www.cr.nps.gov/local-law/arch_stnds_9.htm, in determining qualifications for the PI and Crew Leader positions.

(2) The KTR shall have experience documenting Pacific Northwest archeological and cultural sites.

b. Survey, Site Recording, and Reporting Standards. The KTR shall perform all cultural resource survey work, site recording, and reporting in accordance with the following guidelines, standards, and procedures specified unless otherwise directed or clarified in individual tasks.

(1) Secretary of Interior’s Standards and Guidelines. Online versions of the Secretary of Interior’s Standards and Guidelines are located at the following website address: http://www.cr.nps.gov/local-law/arch_stnds_0.htm.

(2) Washington Department of Archaeology & Historic Preservation. Online version of Washington DAHP survey and inventory guidelines, site forms, and instructions are located at the following website address: http://www.dahp.wa.gov/survey-inventory.

5.11 Additional Services. The KTR shall not perform any services under this Contract that are considered by the KTR or Government to be a change in work or services required by this contract without the written approval of the KO.

5.12 Use of Information. The information developed, gathered, assembled, and reproduced by the KTR or his

Sub-KTRs, or their associates, in fulfillment of the contract requirements as defined in or related to this PWS, shall not be used for any purposes at any time without the written consent of the KO.

5.13 Submittals. The KTR shall provide the following submittals electronically in Microsoft word *.doc and

Adobe *.pdf format, in accordance with the performance schedule in this Contract. The following submittals must be provided to the TL/District Archeologist and COR

a. Work Plan. One *pdf copy sent via email provided to the TL/District Archeologist and COR.

b. Draft Report and National Parks Service Form 10-900 and Updated Site Form. One *doc(x) copy via email or through a secure on-line file exchange, such as AMRDEC. Submit one electronic copy of the Draft Report, NPS 10-900 form including site forms update (may be *pdf), and all draft GIS generated information via email, secured on-line file exchange or on CD.

c. Final Report and National Parks Service Form 10-900 and Updated Site Form. Submit four (4) copies of the report, book bound, the NPS form 10-900 and updated and site form. Submit three (3) electronic copies on compact disc (CD) of the Final Report in Microsoft Word and Adobe *pdf formats and Final GIS data. The *pdf file shall have all graphics, maps, and appendices included. Text materials shall be printed on good quality bond paper, 8.5” by 11” with a 1.25” binding margin on the left side, 0.75” on the right side, 1” at the top and 1” at the bottom. Larger graphics may be submitted on 11 x 17 inch paper.

d. Draft GIS Data. One electronic copy of GIS generated information due seven (7) days after the completion of fieldwork. The draft GIS shall at minimum have the “sdsFeatureName” entered in the metadata. The GIS information shall be in ESRI shapefile or ESRI feature class format.

e. GIS Data. One electronic copy of all GIS generated information (including layers, maps, etc.) shall be submitted along with the draft report for review on CD, email or on-line secure data exchange site. The

GIS information shall be in ESRI shapefile or ESRI feature class format and shall include metadata. Final GIS data on six (6) CDs shall be submitted with the final report. The KTR shall format the GIS data in accordance with the specifications in Attachment 4.

f. Contract Administration and Accounting. The KTR shall submit the documents required to support contract administration and accounting requirements to the TL, COR, and Invoicing POC. This shall include:

i. Monthly Invoices;

ii. Monthly Progress Reports;

iii. Final Invoice and Release of Claims.

g. Anti-Terrorism/Operations Security (AT/OPSEC) Submittals. The KTR shall submit the documents required to support AT/OPSEC requirements to the TL. See PWS Paragraph 7.4 for details.

6 PERFORMANCE REQUIREMENT SUMMARY

The Performance Requirements Summary determines if the KTR meets the performance standards of the contract, as well as provides guidelines for how and when surveillance will be performed. It ensures timeliness, effectives, and that the KTR is delivering the results specified in the contract. Government contract quality assurance will be performed at such times and/or places as may be necessary to determine the services conform to contract requirements.

If the Contractor fails to perform at any time and the work is deemed critical by the COR, Government forces may be assigned to perform the work. If this occurs, the Contractor shall be required to reimburse the Government for the full costs of the work performed including labor, materials, transportation, and supervision.

Performance Requirements Summary Table. These are the criteria against which the performance will be evaluated. Work shall be considered not to have been performed when any one of the following conditions exists in accordance to the Quality Assurance Surveillance Plan (QASP). These thresholds are critical to mission success.

6.3 Surveillance. Inspection by USACE COR and/or Project POC, in addition to complaints from project personnel and/or visitors of areas under this contract, will serve as the surveillance method. If the COR discovers deficiencies and/or receives complaints, the COR will pass them on to the Contractor's Quality Control Inspector (QCI) for correction.

6.4 Quality Control. The Contractor, not the Government, is responsible for quality control actions necessary to meet the quality standards set forth by the contract. The Government reserves the right under the Contract

PERFORMANCE REQUIREMENTS SUMMARY

Required Services (Tasks) Performance Standards

Acceptable Quality Levels

Surveillance Validated Complaints

Task 1: Work Plan and Quality Control Plan [PWS Para. 5.1]

Delivered within 7 days of Contract award.

Zero deviation from PWS

100% Inspection

1 per contract

Task 2: Pre-Work Meeting

[PWS Para. 5.2]

Conduct initial meeting to discuss overall project objectives and work plan. Meeting will be attended by key project staff. Staff will be prepared and capable of discussing PWS objectives. Meeting conducted within 14 days of Contract award.

Zero deviation from PWS

100% Inspection via participation in meeting

1 per contract

Task 3: Literature Review

[PWS Para. 5.3]

Work completed 45 days after Contract award.

Zero deviation from PWS

100% via monthly report

1 per contract

Task 4: Subsurface Testing [PWS Para.

5.4]

Work completed 90 days after Contract award.

Zero deviation from PWS

Periodic Site Visits & Visual

Observation

1 per contract

Task 5: Additional Work Statement [PWS Para. 5.5]

Delivered 90 days after Contract award.

Zero deviation from PWS

100% Inspection

1 per contract

Task 6: Draft Report, NPS 10-900, Site Form Update

[PWS Para. 5.6]

Delivered 150 days after Contract award. Report is free from defects in factual statements, logic, grammar, syntax, punctuation, and spelling.

Zero deviation from PWS

100% Inspection

1 per contract

Task 7: GIS

[PWS Para. 5.7]

Provide initial data 7 days after field work complete; provide draft / finalize data within the draft and final reports

Zero deviation from PWS

100% Inspection

1 per contract

Task 8: Government Review

[PWS Para. 5.8]

Work completed 195 days after Contract award.

Zero deviation from PWS

100% Inspection

1 per contract

Task 9: Final Report

[PWS Para. 5.9]

Work completed 225 days after Contract award. Report accepted by DAHP on the first submission.

Zero deviation from PWS

100% Receipt by DAHP. 1 per contract

Terms and Conditions--Commercial Items (FAR 52.212-4) to inspect and test the services called for by the contract, to the extent practicable at all times and places during the term of the contract. Non-conforming services shall be rejected in accordance with the QASP.

6.5 Unacceptable Performance. When performance is determined unacceptable, as defined in the Performance

Requirements Summary, the Quality Assurance Evaluator (QAE) will inform the Contractor’s on-site representative that performance is unacceptable and provide written documentation by use of the DD Form 2772, Contract Discrepancy Report, http://www.dtic.mil/whs/directives/forms/eforms/dd2772.pdf/. By initialing and dating the form, the Contractor is only acknowledging notification of unacceptable performance. Disputes in surveillance should be referred to the Contracting Officer.

The QAE will notify the COR and the Contracting Officer of less than acceptable performance. If any of the services do not conform to contract requirements, the Government may require the Contractor to perform the services again in conformity with contract requirements, at no increase in contract amount. When the defect(s) in services cannot be corrected by re-performance, the Government may:

a. Require the Contractor to take necessary action to ensure future performance conforms to contract requirements.

b. Reduce the contract price to reflect the reduced value of the services performed.

c. If the Contractor fails to promptly re-perform the services, or to take the necessary action to ensure future performance in conformity with contract requirements, the Government may:

1) By contract or otherwise, perform the services and charge to the Contractor any cost incurred by the

Government that is directly related to the performance of such service.

2) Issue Cure Notice.

3) Terminate the contract for Government convenience.

4) Terminate the contract for cause.

6.6 Correction of Non-Performance. The Contractor shall employ an adequate quantity of personnel to ensure that any area found to be out of compliance and therefore not acceptable, shall be made acceptable by the performance or re-performance of the work, where such re-performance is possible, during the first business day after non-compliance has been observed by or reported to and verified by the COR.

6.7 Standard. Recurring defects are not permitted for any of the above service items. If the COR discovers a defect, the Contractor is required to correct the defect through re-performance. No defect is recorded against the Contractor's performance. However, if this same situation occurs again during the contract period, a defect will be recorded and reported to the Contracting Officer for appropriate action in accordance with FAR 52.212-4, Contract Terms and Conditions-Commercial Items. Regardless of the monitoring method, the COR shall always contact the contractor’s task manager or on-site representative when a defect is identified and inform the manager of the specifics of the problem. The COR, with assistance from the KO, shall be responsible for monitoring the contractor’s performance in meeting a specific performance standard.

7 SAFETY AND SECURITY (AT/OPSEC)

7.1 Safety Regulations and Guidelines. This paragraph applies to contracts and purchase orders that require the

KTR to comply with EM 385-1-1 (e.g. contracts that include the Accident Prevention Clause at FAR 52.236-13 and/or other safety provisions). EM 385-1-1 and its changes are available at http://www.usace.armymil/CESO/Pages/Home.aspx. EM 385-1-1 states, “Contractors shall comply with the latest version of EM 385-1-1 (including interim changes) that is in effect on the date of solicitation.”

7.2 Access and General Protection/Security Policy and Procedures. All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative).

The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

7.3 For contractors who do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

7.4 Pre-screen candidates using E-Verify Program. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

8 GENERAL ADMINISTRATION

8.1 Project Coordination. Coordination of these activities is critical to the successful completion of this contract.

Every effort shall be made to resolve critical issues in a timely manner before they become problems.

Communication by telephone and email is strongly encouraged. The Contractor shall provide written records of all significant conversations and email them to the COR within two working days of the call.

8.2 Government POCs for the Contract. The Contractor shall provide written records of all significant conversations. The Contractor shall be in contact with multiple Government POCs. The Contracting Officer is the only POC with the authority to direct the Contractor to perform services or change the terms of the contract.

The COR is delegated specific authorities with respect to oversight and administration of the contract.

Government POCs under this contract are as follows:

8.3 Monthly Progress Reports. The Contractor shall prepare a monthly progress report identifying the following information by task:

Status of services performed since the previous reporting period Discussion of issues or concerns Confirmation that services performed to date are within scope Confirmation that services performed to date are within negotiated budget

The monthly progress report shall be submitted via email to the TL and COR by the 10th of each month

8.4 Release of Information. Reports and information generated under this contract become the property of the

Government and distribution by the Contractor to any source, at any time, without the written consent of the Contracting Officer is prohibited.

8.5 Payments. Monthly invoices are due by the 10th of the month, and submitted in accordance with clause 52.212-

4(g). The contractor shall disseminate copies of invoices as follows:

a. Send an Original To:

U.S. Army Corps of Engineers Finance Center

ATTN: CEFC-AO-P

5722 Integrity Drive Millington, TN 38054-5005

b. Send Electronic Copies To:

TL, COR, and Invoicing POC.

Please ensure the address shown on the invoice matches the address shown in SAM (https://www.sam.gov/portal/public/SAM/). In addition, please ensure the invoice has a period of performance (e.g., 2 Jan 17 to 06 Jun 17). Please ensure that the period of performance does not fall after the date the invoice is signed. All invoices shall be signed by the project manager. Any errors in invoice preparation will be cause for rejection. Assistance with the preparation of your invoice may be obtained from the Invoicing POC.

8.6 Final Invoice. The Contractor shall submit the following with their final invoice:

ASSIGNMENT PERSONNEL PHONE EMAIL

Contracting Officer Provided at contract award

Contracting Officer Rep. Provided at contract

Contract Specialist Provided at contract

Technical Lead/ District Archeologist

Provided at contract

Alt. Tech Lead/District Archeologist

John Day Ranger Provided at contract

Invoice POC

2) A written “Release of Claims” signed by a Contractor employee who has the authority to make the release specified therein. COR will furnish contractor with a fillable PDF form.

9 ATTACHMENTS

‐ Attachment 1 – References ‐ Attachment 2 – Project area maps ‐ Attachment 3 – Quality Assurance Surveillance Plan (QASP) ‐ Attachment 4 – GIS Data ‐ Attachment 5 – National Historic Preservation Act Evaluation Criteria ‐ Attachment 6 – National Parks Service 10-900 Form

CLAUSES INCORPORATED BY REFERENCE

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber

Content Paper

MAY 2011

52.204-7 System for Award Management OCT 2016 52.204-16 Commercial and Government Entity Code Reporting JUL 2016 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.212-4 Contract Terms and Conditions--Commercial Items JAN 2017 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

252.203-7000 Requirements Relating to Compensation of Former DoD Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.203-7005 Representation Relating to Compensation of Former DoD

Officials

NOV 2011

252.204-7008 Compliance With Safeguarding Covered Defense Information Controls

OCT 2016

252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting

OCT 2016

252.232-7010 Levies on Contract Payments DEC 2006

CLAUSES INCORPORATED BY FULL TEXT

52.212-1 Instructions to Quoters—Commercial Items

a) North American Industry Classification System (NAICS) code and small business size standard. The NAICS code and small business size standard for this acquisition appear in Block 10 of the solicitation cover sheet (SF 1449).