Amendment 0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to extend the proposal due date to April 28, 2022, update the PPQ form to include four pages, and upload remaining PPI Answ ers..

1. CONTRACT ID CODE PAGE OF PAGES

J 1 49

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 07-Apr-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008521R0149

X 9B. DATED (SEE ITEM 11)

15-Feb-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

07-Apr-2022

CODE

NAVFACSYSCOM MID-ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008521R0149

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0003

The purpose of Amendment 0003 is to extend the proposal due date to 4/28/2022, update PPQ form (attachement J10) to include four pages, and include answers to remaining PPI questions.

Please see attached:

PPI Questions Part 2 (Excel) Updated Past Performance Questionnaire (PDF)

The following have been modified:

AMENDMENT 0002

The purpose of Amendment 0002 is to extend the proposal due date to 4/14/2022 and answer PPI questions. An additional amendment will answer questions that are not answered on Part 1.

Please see attached:

PPI Questions Part 1 (Excel) Imange (PDF Files ) A1 – MW6AandB_rs.pdf A-MW5_rs.pdf A-MW7_rs.pdf B-15WAandB_rs.pdf B-17W_rs.pdf NSN Site 1 Technical Specifications

Technical Specifications Coordinate System and Horizontal and Vertical Datum(s):

1. Horizontal – All data shall be reported in the Virginia State Plane Coordinate System, South Zone, on the North American Datum of 1983 (NAD 83) current adjustment for the horizontal.

2. Vertical – All data shall be reported on the North American Vertical Datum of 1988 (NAVD 88) current adjustment.

Accuracy:

1. Control

a. Horizontal control work shall comply with Third Order Class II (1:20,000) or better, as outlined in the FGDC Geospatial Positioning Accuracy Standards, Part 4: Standards for Architecture, Engineering, Construction (A/E/C), and Facility Management.

b. Vertical Control work shall comply with Second Order Class II (0.035√m) or better, as outlined in the FGDC Geospatial Positioning Accuracy Standards, Part 4: Standards for A/E/C and Facility Management.

c. In addition to the above ratio closure requirements the relative accuracy of the on‐site control monuments shall be twice as accurate for the horizontal and at least as accurate for the vertical, as the relative accuracy cited herein for “Monitoring Well Surveys”.

If GPS is allowed for establishing on‐site horizontal control points, each point shall be checked with a significantly different satellite constellation. The Surveyor shall also perform and document direct field measurement checks between the monuments established by GPS.

Conventional survey control loops for the QC check shall achieve closures as stated above and as outlined in the FGDC Geospatial Positioning Accuracy Standards, Part 4: Standards for A/E/C, and Facility Management.

If GPS is allowed for establishing vertical control points, each point shall be checked with a significantly different satellite constellation. The Surveyor shall also perform and document direct differential level loop closure checks between the monuments established using GPS.

Conventional survey control loops for the QC checks shall achieve closures as stated above and as outlined in the FGDC Geospatial Positioning Accuracy Standards, Part 4; Standards for A/E/C, and Facility Management.

d. The Surveyor is responsible for ensuring that all recovered or established control points and monuments meet the standards set forth for permanent or semi‐permanent control monuments in USACE EM 1110‐1‐1002, available at:

http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx.

2. Other Features – All other surveys (other than control surveys), shall comply with FGDC Geospatial Positioning Accuracy Standards, Part 4: Standards for A/E/C, and Facility Management with relative accuracy tolerance of +/‐ 0.10 foot for the horizontal and +/‐ 0.03 foot for the vertical on all other hard surfaces including monitoring well casings and +/‐ 0.10 foot for the vertical on soft or natural ground surfaces (if applicable).

To reduce roundoff error in inverse calculations the Surveyor shall report all control monument coordinates (x, y,

z) to three decimal places and all other coordinates to two decimal places.

For monitoring well elevation surveys RTK GPS cannot be used and differential level loops from the on‐site control monuments/benchmarks turning through the top of the PVC casings and back to the on‐site control monuments/benchmarks is required.

Standards and Deliverable Formats The following standards and delivery formats apply to the tasks listed in this statement of work:

1. Survey Accuracy Standard: FGDC Geospatial Positioning Accuracy Standards, Part 4: Standards for Architecture, Engineering, Construction (A/E/C), and Facility Management

2. Map Accuracy Standards: ASPRS 2014 Map Accuracy Standards – With equivalent 1990 ASPRS Class 1 map accuracy for the horizontal scale and if applicable contour interval, except that all field surveyed points shall retain their accuracy based on the requirements of the accuracy section of this document.

3. CAD Standards: National CAD Standards (NCS), as published for the National Institute of Building Sciences.

4. GIS Standards: Spatial Data Standards for Facilities, Infrastructure and Environment (SDSFIE), most current version.

5. All survey information shall be delivered in a native and current version of MicroStation, AutoCAD, or ESRI ArcMap as an electronic drawing. All GIS drawings shall be provided in ESRI’s shapefile or geodatabase format, along with the accompanying map document file (.mxd) in ArcMap Version 10.5 or newer. The drawing shall show all information surveyed and where applicable provided to the Surveyor. If 3D data are provided, all features shall be at their correct elevations.

6. Point Data Delivery Format: All surveyed points (all control points found and set, monitoring wells, and other survey points/features) shall be delivered in an Excel electronic file in coordinate geometry format.

All points delivered shall have unique point numbers assigned. Each point shall contain a point number, easting (x‐coordinate), northing (y‐coordinate), elevation (z‐coordinate), an alphanumeric field code, and a description to identify what the point is. For the monitoring wells the description shall include well point names.

Drawing/Map Products Minimum Content Requirements Minimum Content Requirements

Title Block North Arrow Scale (Bar) Contour Interval

Date of Survey Legend with symbols & abbreviations

Datum – Horizontal and Vertical

Grid Ticks – A minimum of four Grid Values on the Grid Ticks All survey control monuments found and set

Surveyors Certificate – Which certifies that all work complies with the specified accuracy requirements of the SOW and with federal, state, and local codes, ordinances, laws, and regulations.

Surveyors Seal – stamped, dated, and signed.

Geo referenced control polygon with coordinate annotation

Survey Methods

1. Control

a. If existing horizontal control monuments are not recovered a minimum of two inter‐visible pairs of control monuments (a minimum of three monuments in total) shall be set utilizing a semi‐ permanent marker (e.g. 30‐inch, #5 re‐bar or larger, or equivalent), set at ground level. The Surveyor shall also perform and document direct conventional Total Station measurements and traverse closure checks between any monuments established using GPS.

b. If existing vertical control monuments (benchmarks) are not recovered, at least two vertical control monuments/benchmarks shall be set utilizing an existing semi‐permanent concrete headwall or foundation, or other concrete structure. If none are available, the Surveyor can use the semi‐permanent horizontal control monuments or establish other semi‐permanent monuments (e.g. 30‐inch, #5 re‐bar or equivalent), set at ground level. The Surveyor shall also perform and document direct differential level loop closure checks between any monuments established using GPS.

c. Control monuments shall be set as close as possible to the site and in a location that will, by observation, maintain stability.

2. Monitoring Well Locations

a. The elevation point for the monitoring wells shall be established at the top of the inner

(plastic/PVC) well casing with the well plastic cap removed. A permanent mark (notch or ink) designating the elevation point shall be established on the plastic monitoring well casing, typically the north side. This elevation shall be collected as a turning point on a level loop from the on‐site control/benchmark turning through the monitoring well casings and back to an on‐ site control monument/benchmark. This reading will require that the cover of the protective steel casing be unlocked and removed.. The cover shall be replaced and locked when the well is not under the direct observation of the Surveyor.

b. Determine the elevation of the ground surface directly adjacent to each monitoring well (not the concrete pad surrounding the well casing). This elevation can be collected as a side shot on level loop and taped difference to inner well casing should be visually cross checked.

c. If allowed by the client/facility, obtain photographs of each well location with the steel casing lid removed or in an open position.

d. Determine the horizontal position (x, y, coordinates) of each monitoring well location.

e. All elevations shall be established using differential leveling techniques. Level loops shall always contain and be verified between two benchmarks. Level loops shall be closed as specified or better and if not shall be re‐ran until the specified closures are met.

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 14-Apr-2022 02:00 PM to 28-Apr-2022 02:00 PM.

SECTION B - SUPPLIES OR SERVICES AND PRICES

GENERAL OFFEROR INFORMATION

GENERAL OFFEROR INFORMATION

B.1 Contract Title: Remedial Action Operations / Long Term Management, Multiple Award Contract (RAOMAC) for NAVFAC Mid‐Atlantic Area of Operation

B.2 Type of Contract: This is a combination Indefinite Delivery / Indefinite Quantity (IDIQ) Remedial Action Operations Multiple Award Contract (RAOMAC)

B.3 Minimum Guarantee: The only work authorized under this contract is that which is ordered by The Government through issuance of a task order. The Government makes no representation as to the number of task orders or the total actual amount of work to be ordered. However, during the term of the contract, a minimum of $5,000 is guaranteed to be ordered to each awardee under the performance period of the contract. Contractors are not guaranteed work in excess of the minimum guarantee specified herein. The $5,000 minimum guarantee is the only minimum guarantee for the entire contract period, and that value of work or dollar amount may be ordered or paid at any time during the duration of the contract, including the base and any option periods, to satisfy the minimum guarantee. The minimum guarantee is subject to deductive offesets for failure to perform work, failure to complete work, and or defective work.

B.4 Set‐Aside: Small Business Set – Aside, FAR Clause 52.219‐6

B.5 NAICS Code: The NAICS Code assigned to this procurement is 562910 with a size standard of Fewer than 750 employees with a total aggregate of $30,000,000.00. Refer to On‐Line Representations and Certifications Application via System for Award Management (SAM) at https://www.sam.gov/ .

B.6 Wage Determination (Service): Service Contract Act (SCA) wages are included in this solicitation For the seed project. Refer to Section J.

B.7 Bid Guarantee/ Bonding Requirements: A bid guarantee is not required. Bonding requirements will Be determined per individual task orders.

B.8 Contract Term: This contract contains provisions for a Base Period with four (4) Option Periods, not To exceed a total of five (5) years. The Government has the option to extend the Term of the Contract in accordance with Section I, Contract Clauses, 5252.217‐8, Option to Extend the Contract‐Service (Jun 1994)

B.9 Place of Performance: NAVFAC MIDLANT anticipates awarding a Remedial Action Operations Multiple Award Contract(s)(RAOMAC) for projects within Hampton Roads, West Virginia, North Carolina, and South Carolina Area of Responsibility (AOR).

B.10 Period of Performance: The period of performance will be determined at the time of award.

B.11 Incorporation of Technical Proposal

a. The Contractor’s technical proposal, including revisions and amendments made prior to contract award and a copy of which is in the possession of both parties, will be incorporated into this contract upon award by reference with the same force and effect as if set forth in full text. All contractor personnel shall meet or exceed the qualification standards, experience levels, and trade backgrounds set forth in the technical proposal.

b. In the event of an inconsistency between the provisions of this contract and the technical proposal, the inconsistency shall be resolved by giving precedence in the following order: (i) the contract (excluding the technical proposal), and then (ii) the technical proposal.

B.12 Request For Proposals (RFP) Information/Clarification Questions

Contractors are required to review the entire solicitation package before submitting questions. All questions must be submitted at least 10 days before proposals are due by email to andre.d.forte.civ@us.navy.mil. This is the most efficient way to ensure all questions are addressed in a timely manner.

B.13 Request for Proposal (RFP) Files:

Solicitations are posted to the SAM website (https://www.sam.gov) as mandated by our Agency.

By necessity, these files are protected to prevent unauthorized editing.

It is the sole responsibility of the Offeror to obtain the RFP files, along with any Amendments, from this website.

Unprotected editable file copies of the RFP documents including: Word, Excel and /or .pdf files (Adobe Acrobat Files) will not be provided. Please plan accordingly.

B.14 Proposal Delivery:

NOTICE TO PROPOSER (updated)

Submitting Your Proposal

Proposals that are sent via the United States Postal Service or a commercial carrier, such as Federal Express, shall be addressed to:

NAVFAC MID‐LANT Acquisition Core Attn: Andre D. Forte 9324 Virginia Avenue Building Z‐140, Room 216 Norfolk, Virginia 23511

Proposals that are hand carried excluding commercial carriers noted above shall be delivered to Andre Forte (Contract Specialist) at the Norfolk Naval Station Pass and ID located at 9040 Hampton Blvd, Norfolk, VA 23505 on April 28, 2022 at 10:00 AM. Please email andre.d.forte.civ@navy.mil in order to confirm that you will hand deliver.

Please Note: email of proposals, acknowledgement of amendments or modifications to proposals

WILL NOT BE ACCEPTED.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

PERFORMANCE WORK STATEMENT

Section C - Descriptions and Specifications

PERFORMANCE WORK STATEMENT

C.1. GENERAL CONTRACT REQUIREMENTS

C.1.1 GENERAL. This intent of this indefinite quantity contract is to obtain services for performing environmental Programs including Operation & Maintenance of environmental remedies and long-term monitoring at various sites.

The services shall be performed in accordance with written task orders issued by the Contracting Officer during the term of this contract. Task Orders will be fixed-price with possible indefinite quantity work. Performance shall be in accordance with the qualifications set forth herein, as well as those cited in the applicable written task orders.

Performance shall be in accordance with the qualifications set forth herein, as well as those cited in the applicable written task orders. The maximum value of the total orders issued under the RAOMAC is $30 million.

C.1.2 Task Orders

C.1.2.1 Solicitation. The RAOMAC requirements will be solicited by the Contracting and/or Ordering Officers at NAVFAC Mid-Atlantic Region and field facilities.

C.1.2.2 Partnered Scoping. Projects may be scoped by a Government/Contractor team. In such instances, the salient requirements of the task orders will be identified by the Government in cooperation with the RAOMAC contractors in order to develop a mutually agreed upon Statement of Work. To facilitate such partnered scoping, all RAOMAC contractors may be required to participate in a site walk-through. Failure to participate responsibly in such walk-throughs and the scoping process may be considered non-performance under the terms and conditions of the contract.

C.1.2.3 Evaluation Criteria. Evaluation factors for individual task orders will vary depending on the unique requirements of each task order. Typically, award will be based on lowest quoted price, however, when appropriate, award may be based on best value to the Government, price and other factors considered. In the latter case, the task order solicitation will identify the specific technical criteria and the required format for submission of the proposal as well as the relative weight given to the price and technical factors in the evaluation. Each awardee will have a fair opportunity to be considered for each original CTO but if contractor performs scope of work in a satisfactory performance, NAVFAC has the right to negotiate subsequent follow-on option years for the CTO on a sole-source basis in the interest of economy and efficiency. If we are unable to negotiate a fair and reasonable price, we will reserve the right to compete the follow-on work on a "fair opportunity" basis to all contract awardees.

C.1.2.4 Bidding Responsibilities. RAOMAC contractors are required to submit quotes and backup information, if requested, on all task order solicitations. Failure to submit a timely proposal or submission of consistently unreasonable quotes may be considered non-performance under the terms and conditions of the contract.

C.1.2.5 Bidding Eligibility. Contractors who are not performing satisfactorily on any task order may be prohibited from submitting proposals on future orders until past performance deficiencies have been corrected. The Government also reserves the right to direct a Task Order Solicitation to a specific firm or firms should it be in the Government’s best interest, for example to fulfill the contract minimum guarantee or to obtain services of a unique nature which may be delivered by only one contractor.

C.1.3 Place of Performance. NAVFAC MIDLANT anticipates awarding a Remedial Action Operations Multiple Award Contract(s) (RAOMAC) for projects within Hampton Roads, West Virginia, North Carolina, and South Carolina Area of Responsibility (AOR). This area includes the following installations: Naval Station, Norfolk, Virginia, and outlying facilities within 50 miles of Naval Station, Norfolk; Joint Expeditionary Base Little Creek Fort Story, Virginia Beach and outlying facilities within 50 miles of Naval Amphibious Base Little Creek; Naval Air Station Oceana, Virginia Beach including Dam Neck Naval Training Center, Virginia Beach and outlying facilities within 50 miles of Naval Air Station Oceana; Naval Weapons Station Yorktown, York County, Virginia including Cheatham Annex, Williamsburg, and outlying facilities within 50 Miles of Naval Weapons Station Yorktown;

Norfolk Naval Shipyard, Portsmouth including Portsmouth Naval Hospital, and St. Juliens Creek Annex, Portsmouth and outlying properties within 50 miles of Norfolk Naval Shipyard, Alleghany Ballistics Laboratory, MCB Camp Lejeune, MCAS Cherry Point as well as auxiliary installations in North Carolina associated with those installations, MCAS Beaufort, MCRD Parris Island as well as auxiliary installations in South Carolina associated with those installations.

C.1.3 SCOPE OF WORK.

C1.3.1 Services. Work for this contract will involve assessment of remedial action effectiveness by measuring levels of chemicals in various media, assessing their impact on biota, and comparing the results with cleanup levels (CUL’s). That information will be used to identify contaminant trends in the environment in order to optimize operation and maintenance of the remedial action systems. Typical remedial actions systems may include but are not limited to: the construction of various soil, sediment and/or groundwater remediation systems that function as containment (e.g. soil cover, RCRA cap, slurry wall, pump & treat systems); in-situ treatment (e.g. natural attenuation, soil vapor extraction, enhanced bio-remediation, air sparging) or ex-situ treatment (air stripping, constructed wetlands, off- site disposal, stabilization, solidification). This contract covers services in the following areas:

C.1.3.2 Remedial Action Operations (RAO) is the phase of the CERCLA process when the remediation system (possibly constructed under the remedial action phase) is in place and is operating, or the chemical or biological processes are occurring leading to the cleanup objective. RAO may include active remediation, monitoring, operation, and optimization for extended periods of time to reduce contaminants to site cleanup standards; along with implementation and management/maintenance of Land Use Controls (LUCs).

a. Provide operations and maintenance of remedial action systems in compliance with the system Operations and Maintenance (O&M) manuals and installation-specific solid waste instructions. This shall include inspection and reporting of system operating conditions and replacement of supplies and equipment as necessary to reach or maintain system performance goals. This task may also include system modifications as new policies and regulations are implemented throughout the contract.

b. Optimization shall be performed in accordance with DON Policy for Optimizing Remedial and Removal Action under the Environmental Restoration Program; as well as NAVFAC Guidance for Optimizing Remedial Action Operation

c. Monitoring shall be performed as specified below under Long Term Monitoring

C.1.3.3 Long Term Management (LTM) occurs when the selected remedy has achieved the cleanup goals (possibly done under the remedial action or RAO phase), and hazardous substances remain at the site above levels that would allow unlimited use and unrestricted exposure. LTM may include long-term monitoring, implementation and/or management of land use controls (LUCs), maintenance of the final remedy, and preparation of five-year reviews.

a. LONG TERM MONITORING

1. Use the Data Quality Objective (DQO) process for the purpose of meeting and optimizing ER LTM requirements. DQOs shall be developed for the purposes of fulfilling program monitoring requirements and gaining regulatory and stakeholder acceptance. DQOs shall be developed per references a) and b), and NAVFAC optimization guidance.

2. Develop work plans for the purpose of sampling, analyzing, and reporting concentrations of various contaminants and/or geochemical indicators in various media. Media may include but not be limited to: air, groundwater, surface water, marine/aquatic environments and sediment, soil, soil vapor, benthic or terrestrial organisms, bioassays, and various tanks or wastes. The work plans shall be created or updated for the purpose of evaluating DQOs. Work plans shall be developed per references c) and d) and shall include or update both a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP).

3. Based on approved work plans the contractor shall mobilize to collect, analyze, validate, and report sampling data and/or field measurements.

4. Provide trend analysis and data quality assessment of sampling data and report conclusions in reference to DQOs. The report should include recommendations for LTM program adjustment or modification if necessary to maintain optimal achievement of remedial goals. Assessment and documentation of Monitored Natural Attenuation (MNA) is included within this area. Data quality assessment shall be accomplished per reference e) and current Navy guidance.

5. Provide human health and or ecological risk assessments to determine if threat to human health exists, and if so its magnitude and immediacy.

6. Perform project management and engineering services in support of long term monitoring activities.

7. Provide technical and administrative support for public involvement activities as required.

8. Install, maintain, and abandon monitoring wells as required.

9. Manage and dispose of wastes resulting from the work performed under this contract per Navy activity instructions and guidelines.

10. Prepare and submit electronic data and reports to the Navy Installation Restoration Information Solution (NIRIS) database per the Standard Operating Procedures (SOP’s). Current versions of the SOPs are published on the NIRIS system.

11. Develop technical memoranda and reports including but not limited to inspection, monitoring, testing, sampling, modeling, annual summaries, various permitting reports, and response completion reports.

12. Evaluate Navy compliance with activity-specific institutional controls.

C.1.3.4 Contaminants. The contaminants will include, but not be limited to, those identified and regulated under RCRA, CERCLA, Toxic Substances Control Act (TSCA), Solid Waste Disposal Act (SWDA), and petroleum oils and lubricants (POL). The contaminants include but may not be limited to: asbestos, volatile organic compounds (solvents), semi volatile organic compounds, per- and poly- fluoroalkyl substances (PFAS), POL, metals, acids, bases, reactives, non-explosive ordnance residues or compounds, polychlorinated biphenyls (PCBs), and pesticides.

Contaminants may be present in soils, sediments, ground water, air, sludge, surface water, and man-made structures.

Contaminated sites may be buildings, landfills, hazardous waste treatment storage and disposal facilities, tanks, lagoons, firefighting training areas, or other facilities.

C.1.3.5 General Work Requirements. The Contractor selected for the work shall perform tasks in accordance with the contract, as well as in accordance with Uniform Building Codes (UBC), and all federal, state and local building, safety and environmental regulations. Specific guidance provided in the task order scope will take precedence over the general guidance provided herein. The majority of contracts will be performance-based, describing the requirements in terms of desired outcome of the project with minimal provision of precise details of work to be done. Contracts shall include various documents that describe the required cleanup action and technologies to achieve cleanup. Such documents may include RCRA/CERCLA closure plans, corrective action plans, and drawings and specifications

C.1.4.1 Other Services. The Contractor shall provide the personnel, equipment, materials, facilities, and management to respond to multiple requests for environmental support at various sites. These services may include actions such as, but not limited to, the following:

(a) Perform landfill cover maintenance

i. grading

ii. fill operations

iii. fence repair

iv. grass cutting

(b) Vegetation Clearance

(c) Wetland Maintenance

(d) Operation, maintenance, inspection, performance monitoring, repairs, modifications and removal and dismantling of existing remedial treatment systems according to established procedures. The types of systems will include but are not limited to:

i. Groundwater Treatment Plants (GWTP)

ii. Various types of soil caps and RCRA landfill caps

iii. Subslab depressurization systems

iv. Air sparging, soil vapor extraction, bioslurper and free product recovery systems

v. Wastewater treatment facilities

vi. Bioremediation systems

vii. Natural Attenuation

(e) Performing asbestos and lead-based paint abatement

(f) Performing other related activities associated with restoring areas to safe and acceptable condition

In addition to performance of the specific remediation services listed above, the contractor will generally be responsible for preparation of written documents such as work plans, health & safety plans and close out reports connected with such services. The contractor may also be required to provide limited designs.

C.1.5 PERSONNEL REQUIREMENTS

C.1.5.1 REVIEW OF RESUMES. The Government reserves the right to review the resumes of and interview Contractor employees performing under the contract solely for the purpose of ascertaining their qualifications relative to the personnel qualification terms of the contract. Accordingly, the Contractor shall furnish the resumes of key personnel.

C.1.5.2 CONTRACTOR WORK FORCE RESPONSIBILITY. Organize, furnish, maintain, supervise, and direct a work force which, within the limitation of the provisions of the contract, is thoroughly capable and qualified to effectively perform the work set forth in the contract.

C.1.5.3 KEY PERSONNEL QUALIFICATIONS. The required educational, experience and training qualifications for key personnel are set forth below:

C.1.5.3.1 PROGRAM MANAGER. Responsibilities include overseeing all aspects of awarded Task Orders. Duties include monitoring and controlling project quality, assuring compliance with applicable Federal, State, Department of Defense, Navy and local regulations and policy, ensuring compliance with health and safety requirements, and performing as the Contractor’s chief representative. The qualified individual for this position shall have as a minimum:

a. Undergraduate degree or higher in engineering or similar relevant technical disciplines such as Geology or Industrial Hygiene.

b. Ten years’ experience managing or overseeing large task order contracts involving multiple concurrent projects at multiple locations and Professional Engineering registration is desired.

c. Six years of experience working as a senior manager or senior engineer with environmental restoration, long-term monitoring or environmental operation and maintenance projects.

C.1.5.3.2 DATA QUALITY OBJECTIVE (DQO) PROCESS MANAGER. Responsibilities include developing DQOs and facilitating the DQO process. This includes meeting with the Navy, regulators, contractors, and any other stakeholders for the purpose of gaining consensus and establishing decision rules and approaches to current or new LTM or O&M requirements. Qualifications include the following:

a. Must have experience with applied statistics and a demonstrated proficiency in statistical sampling design, particularly in implementation of the DQO process.

b. Must be familiar with EPA guidance on the DQO process, sampling, and data quality assessment per references f), g) and a). and with software tools for implementing the DQO process.

c. Must have experience in developing optimal sampling design strategies explicitly accounting for inherent sampling and analysis uncertainties.

d. Possess expertise in statistical time series modeling, hypothesis testing, and uncertainty analysis for long-term monitoring, and be able to implement methodology that may or may not depend on normality assumptions.

C.1.5.3.3 QUALITY CONTROL (QC) PROCESS OR PROGRAM MANAGER (QCPM). Responsibilities include developing, maintaining, and enforcing a comprehensive Quality Control Management Plan (QCMP). The QCPM shall be familiar with the requirements of the U.S. Army Corps of Engineers Safety and Health Manual and have experience in the areas of hazard identification and safety compliance. Duties of the Quality Control Program Manager are described in section 5.6.1 of this Statement of Work.

C.1.5.3.4 PROJECT MANAGER. Responsibilities include directing work associated with Contract Task Orders.

Duties include ensuring effective execution of the project, controlling project schedule and budget, recommending changes to improve project efficiency and effectiveness, justifying change orders, tracking materials and resources, coordinating subcontractors' work, insuring compliance with health and safety procedures, ensuring compliance with regulatory requirements and total overall responsibility for construction completion.

C.1.5.3.5 PROJECT SUPERINTENDENT. Responsibilities similar in nature to the project manager, however performed primarily at the site. A minimum of 5 years of construction management experience is required, of which at least 2 years of experience in cleanup projects is desired.

C.1.5.3.6 CERTIFIED INDUSTRIAL HYGIENIST AND/OR CERTIFIED SAFETY PROFESSIONAL.

Responsibilities include implementing and overseeing the contractor's health and safety program (HASP) and plans.

The CIH is required to be American Board of Industrial Hygiene (ABIH) certified, and possesses the following:

a. Undergraduate (4-year) degree in physical science, life sciences, or engineering from an accredited college or university;

b. Five (5) years professional experience as a full-time industrial hygienist;

c. Demonstrable expertise in air monitoring technologies, and in the development of personal protective equipment programs for working in potentially toxic atmospheres

d. Working knowledge of applicable federal, state, and local occupational health and safety regulations; and

e. Formal education and training in occupational health and safety.

C.1.5.4 PERSONNEL CHANGES AND TRAINING REQUIREMENTS

C.1.5.4.1 KEY PERSONNEL. The Program Manager, Data Quality Objective Process Manager, Quality Control Program Manager, Project Superintendent, Project Manager, Certified Industrial Hygeinist (and/or) Certified Safety Professional are considered key personnel. The qualifications and experience of these individuals, reviewed and approved by the Contracting Officer prior to award, must be maintained throughout the contract period.

Consequently, during performance of the contract, substitution of these individuals is subject to Contracting Officer approval and the substitute must possess, at minimum, qualifications and experience equal to the individual identified for that position in the contractor’s technical proposal. Similarly, the qualifications and experience of project personnel identified specifically in a project proposal must also be maintained throughout the performance of the project

C.1.5.4.2 CONDITIONS FOR SUBSTITUTIONS, DELETIONS, OR ADDITIONS. The Contractor agrees that during the first year of the contract performance period, no key personnel substitutions or deletions shall be permitted unless necessitated by an individual's sudden illness, death, or termination of employment. For any substitutions the Contractor shall promptly notify the Contracting Officer. Proposed substitutions, deletions, or additions shall be submitted in writing to the Contracting Officer, at least 30 days in advance, (45 days if security clearance is to be obtained), with the following information:

a) a detailed explanation of the circumstances necessitating proposed substitutions or additions,

b) a complete resume for the proposed substitute or addition, and

c) any other information requested by the Contracting Officer.

The Contracting Officer will evaluate such requests and notify the Contractor in writing of approval or disapproval.

C.1.5.5 TRAINING REQUIREMENTS

C.1.5.5.1 Contractors are expected to have personnel with the requisite skills and certifications to perform the requirements of this contract. In addition, and prior to start of work the contractor shall ensure receipt of Occupational Safety and Health Act (OSHA) safety training per 29 CFR 1910.120 for all required personnel

C.1.5.5.2 The Navy will not allow nor reimburse as direct costs, those costs associated with the training of contractor personnel in any effort to initially attain the requirements of this contract. If allowable under FAR Part 31, these costs may be included as indirect costs. Attendance at workshops or symposiums is considered training for purposes of this clause.

Section C - Descriptions and Specifications

C.2 GENERAL REQUIREMENTS FOR CONTRACTS

C.2.1 CONTRACT BASIC REQUIREMENTS

C.2.1.1 PROJECT INFORMATION. The type of project information the Government will provide to the Contractor depends on the specific task order. The information may include contract drawings, maps and specifications, reports, reference drawings, and boring logs. Task Order solicitations will generally be performance-based specifications.

C.2.1.2 DRAWING ERROR AND OMISSION. Omissions from drawings or specifications or misdescriptions of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications.

C.2.1.3 NOTIFICATION OF DRAWING DISCREPANCIES. The Contractor shall check all furnished drawings and specifications immediately upon their receipt and shall promptly notify the Contracting Officer or designated representative of any discrepancies and a proposed solution. Figures marked on drawings shall in general be followed in preference to scale measurements. Large scale drawings shall in general govern small scale drawings.

The Contractor shall compare all drawings and verify the figures before laying out the work.

C.2.1.4 REFERENCE DRAWINGS ACCOMPANYING SPECIFICATION. Reference drawings may accompany Contract specifications and are intended only to show original construction. Drawings are the property of the Government and shall not be used for any purpose other than those contemplated by the specification. Reference drawings included with a Contract may be half size. Information on procuring any half-size drawing as a full-size drawing may be obtained from the Contracting Officer or designated representative.

C.2.1.5 BORING LOGS. Boring logs may be available to the Contractor for specific Contract remedial action work.

If boring logs are available, the Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made. Subsurface data obtained by the Government at these locations will be made available for examination by the Contractor.

C.2.2 SPECIFICATIONS AND STANDARDS. The specifications and standards referenced in the specifications, including addenda, amendments, and errata listed, shall govern where references thereto are made. In case of differences between the specifications or standards and the project specification or accompanying drawings, the project specifications and accompanying drawings shall govern. Otherwise, the referenced specifications and standards shall apply. The requirement for packaging, packing, marking, and preparing for shipment or delivery included in the referenced specifications apply only to materials and equipment furnished directly to the Government and not to materials and equipment furnished and installed by the contractor.

C.2.3 OPTIONAL REQUIREMENTS. Where a choice of materials or methods, or both, is permitted in the contract, the Contractor shall have the discretion to choose an alternative unless otherwise required by the specification.

C.2.4 AS-BUILT RECORDS. Maintain/develop at the project site one set of full-size contract drawings and specifications marked to show any deviations which have been made from the Contract drawings or specifications including buried or concealed structures and utility features revealed during the course of site work. Record the horizontal and vertical location of buried utilities that differ from the contract drawings. The drawings shall be available for review by the Contracting Officer at all times. Upon completion of the work, deliver the marked set of prints to the Contracting Officer or designated representative.

C.2.5 STATION REGULATIONS. The Contractor and his employees and subcontractors shall become familiar with and obey station regulations, including fire, traffic, and security regulations. Personnel employed on the station shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter restricted areas unless required to do so and are cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

C.2.6 SCHEDULING. Schedule work to minimize interference with station operations. Work schedules shall be subject to the approval of the Contracting Officer or designated representative. Permission to interrupt any station roads, railroads, or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption. Certain installations will restrict interruption of utility services as well as general station operations. Contracts will specify restrictions when applicable, and specify when the work shall commence and be completed.

C.2.7 LAYOUT OF WORK. Lay out work from Government-established base lines and bench marks indicated on the drawings and make measurements in connection therewith. Furnish stakes, templates, platforms, equipment, tools, and materials and labor as may be required in laying out any part of the work from the base lines and bench marks established by the Government. The Contractor shall execute the work to the lines and grades established or indicated and shall maintain and preserve stakes and other control points established in the contract task order until authorized by the Contracting Officer or designated representative to remove the stakes.

C.2.8 EXISTING WORK

C.2.8.1. PROTECTION. The disassembling, disconnecting, cutting, removing, or altering in any way of existing work shall be carried on in such a manner as to prevent injury or damage to portions of existing work, whether they

(1) remain in place, (2) are re-used in the new work, or (3) are salvaged and stored.

C.2.8.2 REPLACEMENT. Portions of existing work which have been cut, damaged, or altered in any way during construction operations shall be repaired or replaced in kind in an approved manner to match existing or adjoining work. Existing work shall, at the completion of operations, be left in as good a condition as existed before the new work started.

C.2.8.3 LOCATION OF UNDERGROUND FACILITIES. Verify the location and elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed, but indicated in locations to be excavated, traversed by piping or ducts, or otherwise to be disturbed by or involved in this work. Scan the project site with electromagnetic or sonic equipment and mark the surface of the ground where existing underground utilities are discovered.

C.2.9 FACILITIES AND SERVICES. The availability of facilities and services, for example, temporary buildings, field offices, and need for project sign, will be specified in contract task orders.

C.2.10 RESTRICTIONS ON EQUIPMENT. Certain installations requiring remedial action work under the contract may have sensitive areas and therefore may enforce radio transmitter restrictions and may require electromagnetic interference suppression on Contractor's equipment. Contract Task Orders will specify restrictions, when applicable.

C.2.11 SANITATION. Provide adequate sanitary conveniences of a type approved for the use of persons employed properly secluded from public observation, and maintained by the Contractor in such a manner as shall be required or approved by the Contracting Officer or designated representative. Conveniences shall be maintained without nuisance. Upon completion of the work, the conveniences shall be removed from the premises by the Contractor, leaving the premises clean and free from nuisance.

C.2.12 SECURITY REQUIREMENTS.

C.2.12.1 UNITED STATES CITIZENSHIP. No employee or representative of the Contractor will be admitted to the work site unless the employee or representative furnishes satisfactory proof of United States citizenship, or is specifically authorized admittance by the government.

C.2.12.2 IDENTIFICATION BADGES AND VEHICLE PASSES. Identification badges and vehicle passes will be furnished without charge, if required; application for and use of passes will be specified in the Contract Task Orders.

Immediately report lost or stolen passes to the cognizant security officer.

C.2.12.3 SITE SECURITY REQUIREMENTS. Provide site security such as fencing or guard service as required by each Contract Task Order. However, at a minimum, maintain the site and other Contractor controlled areas in such a manner as to minimize the risk of injury or accident to site personnel or others that may be in the area. Carefully mark work on or near roadways with lights and barricades complying with State and local regulations; or where such regulations are not applicable, provide adequate lights and barricades to minimize the risk of an accident. Fence open excavations that pose a danger to site personnel or others to prevent accidental entry. Shore side slopes of excavations or leave at a safe angle of repose. Equipment, when not in operation, shall be left in a safe manner. (e.g., wheels blocked, buckets on the ground, and in an area under the responsibility of the Contractor). Near residential areas where there may be children, special consideration shall be given to site security and safety needs.

C.2.13 CONTRACTOR AND SUBCONTRACTOR PERSONNEL LIST. Provide to the Contracting Officer or designated representative, a list of Contractor and/or subcontractor personnel (including addresses and telephone numbers) for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists. The Contractor shall post a list of the subcontractors at the project site.

C.2.14 STORM PROTECTION. If a warning of gale force or stronger winds is issued, take precautions to minimize any danger to persons, and protect the work and any nearby Government property. Precautions shall include, but are not limited to, closing openings, removing loose materials, tools, and equipment from exposed locations, and removing or securing scaffolding and other temporary work. Close openings at the work area if storms of lesser intensity pose a threat to the work or any nearby Government property.

C.3 ENVIRONMENTAL AND NATURAL RESOURCES PROTECTION

C.3.1 GENERAL. The requirements stated herein provide general protection of natural resources and the environment during execution of Contract work. The Contractor shall comply with Federal, State, local, and base environmental laws and regulations including, but not limited to, pertinent Occupational Safety and Health Administration and Department of Transportation requirements; National Environmental Policy Act; Clean Water Act; Clean Air Act; Endangered Species Act; Safe Drinking Water Act; Toxic Substance Control Act; Resource Conservation and Recovery Act as amended by the Hazardous and Solid Waste Act; and Comprehensive Environmental Response, Compensation and Liabilities Act as amended by Superfund Amendments and Reauthorization Act; and Emergency Planning and Community Right-to-Know Act of 1986. The Contractor shall ensure that activities performed by their personnel, subcontractors, and suppliers are executed as required by these laws and regulations.

C.3.2 SUBMITTALS. For each Task Order where specified, provide the following…