Attachment 16 - Sample Task Order Rev 01.docx

ATTACHMENT 16

FACILITIES REDUCTION PROGRAM

TASK ORDER PERFORMANCE WORK STATEMENT

ABATEMENT, DEMOLITION, and SITE RESTORATION FY20 Midwest Region MATOC Camp Atterbury, IN 30 June 2020 FY20 West Region MATOC Fort Carson, CO 30 August 2020

1.0 GENERAL STATEMENT OF SERVICES

1.1 Introduction and Purpose. This task order is for a range of commercial demolition services and is issued under the existing West Midwest U.S. Facilities Reduction Program (FRP) Multiple Award Task Order Contract (MATOC); here after referred to as “Region MATOC”. All Region MATOC terms, conditions, specifications, requirements, and guidance apply to this task order. This task order will be awarded to one of the Region MATOC Contractors on a competitive basis. The purpose of this task order is to support a facilities removal project.

1.2 Location. Camp Atterbury, IN (30 miles South of Indianapolis, IN); Fort Carson, CO, Colorado Springs, CO; hereafter referred to as the “Installation.”

1.3 Security Requirements. The Contractor shall be required to comply with all Installation entrance and security requirements. The Contractor shall be responsible for assuring that all employees meet the access requirements of the Installation prior to the execution of work action on the Installation.

1.4 OPSEC requirements. The Contractor shall be required to adhere to the installation operations security (OPSEC) requirements in accordance with the Antiterrorism/Operations Security Review Package Appendix B AT/OPSEC Requirements

2.0 OBJECTIVE

The objective of this Performance Work Statement (PWS) is to plan and complete the removal of facilities at the Installation. See paragraph 3.5 for a list of facilities to be demolished. The project shall include, but is not limited to, pre-demolition facility assessments, abatement/removal of asbestos containing materials (ACM) and other regulated materials (ORM), disconnection and capping of utilities, removal of pole mounted and pad mounted transformers, demolition of facilities, diversion and/or disposal of all demolition debris and materials, and restoration of the site(s) to a specified condition, and providing for positive site drainage.

3.0 DETAILED DESCRIPTION OF SERVICES

3.1 General Requirements. All work performed by the Contractor shall be designed and implemented to conform to the requirements in the FRP Region MATOC, this PWS, all applicable Federal, State, and Local regulations, and all accepted Work Plans and submittals. The Contractor shall immediately inform the Contracting Officer if a conflict between Federal, State, and/or Local regulations and the PWS is identified. The Contractor shall present a complete description of the planning, assessment, and demolition process as applied to the subject facilities. All assessment work designed and or planned by the Contractor shall be reviewed and accepted by a qualified person prior to submission to the government. The qualified person shall sign the Work Plan to satisfy this requirement. All demolition work designed and or planned by the Contractor shall be reviewed and accepted by a certified Professional Engineer (PE) prior to submission to the government. The PE shall sign and stamp the Work Plan to satisfy this requirement.

3.2 Liquidated Damages (LDs) Requirements. Per requirements in the base contract; for each task order Liquidated Damages (LDs) are applicable under the requirements of the PWS. The following terms and conditions shall apply in terms of LDs with regard to this Task order.

a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay LDs to the Government as determined in accordance with “d” below, for each working day of delay until the work is completed or accepted.

b) If the Government terminates the Contractor's right to proceed for cause, LDs will continue to accrue until the work is completed. These LDs are in addition to excess costs of repurchase under the Termination clause.

c) LDs are not intended to be punitive in nature. LDs will be used only in the event delay days are clearly a result of Contractor's lack of performance resulting in schedule slippage.

d) LDs will be calculated as the awarded Firm Fixed Price Proposal cost multiplied by 5.6%; divided by the number of total working days listed in the Schedule below for the following items “10 Day Site Notification/Mobilization,” “Abatement and Demolition,” and “Site Restoration and Demobilization.”

LDs per day = 5.6% x (10 Day Site Notification/Mobilization + Abatement and Demolition + Site Restoration and Demobilization)

3.3 Preparation of Work Plans and Related Documents. Work Plans are a significant quality element of the work. The Contractor’s performance with respect to Work Plans will be rated in the Quality Assurance process. Work Plans are to address the specific needs of the task order. The inclusion of standardized processes in the technical descriptions is acceptable. Generic documents that do not address the site specific needs are unacceptable. The Contractor shall highlight all revisions within the Work Plan subsequent to the initial submittal. A “Changes List” that states the required change and the page on which it is located shall be placed at the front of the document for each re-submittal of the Work Plan.

Upon award of this task order, the Contractor shall prepare and submit for acceptance a set of Work Plans and Related Documents within the allotted time. The Contractor shall take full advantage of the Work Plan preparation period to further refine/identify available markets and landfill resources in the general area in order to develop the Diversion/Recycle Plan such that the maximum cost effective re-use/disposal of this facility is obtained. These plans and documents shall be prepared in accordance with all applicable Federal, State, and Local regulations, the instructions and guidance in the basic MATOC, and this task order PWS. The Contractor shall incorporate information and data from the pre-proposal site visit, official responses to submitted questions (via ProjNet), and other documents as available.

3.3.1 Site Specific Work Plan. The Work Plan shall be submitted in accordance with the requirements of Attachment 4, Work Plans, Sub-Plans, and Appendices, and the specific requirements of this PWS. The Work Plan shall include the various sub-plans necessary to support/prosecute the work, e.g., Pre-Demolition Assessment Plan, Asbestos Abatement Plan (includes ACM and ORM), Site Specific Demolition Plan, Diversion/Re-Use Plan, Accident Prevention Plan etc., as well as the plans listed below. A detailed project schedule providing abatement and demolition timelines by building, restoration of sites by individual site or groups of sites, and a projected completion date shall be included in the Work Plan. The Work Plan shall clearly identify the Key Personnel planned to be associated with the Task Order, their qualifications, accompanying resume`, and any necessary certifications to support the assigned duties. The contractor has an obligation to determine the applicable laws and regulations associated with material storage, stockpile, reuse and/or disposal for the Installation. As an example to this obligation the contractor shall determine the final proposed disposition of materials with coatings such as painted concrete and the suitability of these materials as fill, site restoration material, or otherwise.

3.3.2 Accident Prevention Plan (APP). A site-specific health and safety plan shall be developed in accordance with U.S. Army Corps of Engineers Health and Safety Requirements, manual EM 385-1-1. The APP shall include a complete site-specific Activity Hazard Analysis (AHA) for each activity of the work. Refer to FRP Region MATOC Sections 1.11 and 5.6, as well as Attachment 5, Accident Prevention Plan Checklist, for requirements and instructions. In particular, the Contractor shall develop as part of the APP, specific requirements for any “lift plan(s)” needed to remove vessels, equipment, trusses, or other items that require use of a crane or other lifting device which may cause hazards to personnel or structures. A specific hazard analysis for each location/type of lift shall be provided. Areas adjacent to the areas of demolition may be occupied. Work is to be conducted in such a manner as to minimize migration of dust and odors from the work area and into adjacent occupied spaces which can cause disruption of normal operations. The Contractor shall provide protection to ensure safety of passage of people around the demolition area and from occupied portions of adjacent buildings and structures. The Site-Safety Health Officer (SSHO) and the Quality Control Manager (QCM) shall be present on-site at all time while field activities are occurring. The SSHO shall comply with all applicable safety criteria and shall use their discretion to determine which activities require the SSHO to be present, and where the SSHO will be for day to day operations. Concurrent demolition of multiple facilities shall only be allowed if the SSHO determines concurrent demolitions do not present an unacceptable risk. During abatement all applicable “environmental monitoring” protocols as prescribed per EM 385-1-1 are required. Note this may be in addition to any personal air sampling required by OSHA or other regulatory requirements.

The APP and all Activity Hazard Analysis’ (AHAs) shall be reviewed and accepted by the Government Safety Office prior to the notice to proceed. The installation or additional stake holders may require reviews of the Contractor’s AHAs which shall be accommodated by the Contractor.

3.2.3 Contractor’s Quality Control Plan (CQC). Prepare a CQC Plan per requirements and guidance in FRP Region MATOC. The CQC Plan will be reviewed by the Installation and Owner for comment.

3.2.4 Explosives Safety Submission (ESS). An ESS is not envisioned for this task order.

3.2.5 Storm Water Pollution Prevention Plan (SWPPP). The contractor shall obtain the necessary permits to conduct the activities included in this Task Order. The Contractor shall submit for acceptance, a SWPPP in accordance with Federal, State, and Local requirements. No later than the kick-off meeting the Contractor shall host a SWPPP permit conference presenting for record all Federal, State, and Local requirements to the Installation. The SWPPP will be reviewed by the Installation and Owner for comment.

3.3 Site Work Activities. Following acceptance of the Work Plans and related documents, the Contractor shall be directed to execute the contract in accordance with the PWS after issuance of a Notice to Proceed (NTP) is received from the Contracting Officer (KO). The task order shall include, but is not limited to, the following requirements:

3.3.1 Pre-Demolition Assessment (ACM/ORM/LBP Survey). – Any information provided by the Government relevant to Pre-Demolition Assessments prior to bid is for informational purposes only. The intent is to identify materials which may require special handling and or disposal prior to or during demolition activities. The Contractor is responsible for meeting all Federal, State, and Local requirements associated with Pre-Demolition Assessments, Surveys, and or similar documentation necessary to perform the work required in this PWS.

3.3.2 Mobilization/Demobilization and Site Setup. This activity includes the following:

a) Travel and transport of labor, equipment, and materials to work site, in-processing, site orientation, and any site or task specific training.

b) Installation of storm water protection system, installation of temporary safety fencing, and any other features required by permit.

c) The FRP Contractor shall be responsible for all utility disconnections in accordance with utility Owner requirements. The Contractor shall notify the appropriate installation POC and the utility Owner 10-days prior to severing each utility. The Contractor shall be responsible for obtaining any permits, filing and paying fees, and disconnection charges. Utility disconnections shall be performed to the standards and requirements of the installation and the utility Owner. These milestones shall be documented within the Work Plan schedule and shall be validated with the Installation/Garrison at the time of the Kick-Off Meeting for Field Activities. Prior to execution, the Contractor shall obtain consensus from all stakeholders and provide a utility Cut & Cap Plan to the Installation, Utility Owners, and Permitting Agencies.

d) For this Project, the Contractor will be required to remove pole and pad mounted transformers. The Installation must certify that they do not contain PCBs. If they do, the Installation is responsible for sampling and draining/closeout of the transformers prior to removal by the Contractor.

e) All utility lines shall be abandoned in place starting at five feet from the facility perimeter or as described. Overhead utilities which are disconnected and capped shall be coiled and attached to the first pole more than five feet from the facility perimeter.

3.3.3 ACM Abatement and ORM Removal and Disposal. This activity includes the following:

a) Abatement, removal, and disposal of ACM and ORM.

b) The Contractor shall abate, remove, and dispose of ACM and ORM in accordance with Federal, State, and Local regulations. The Contractor shall comply with the Installation environmental requirements for manifesting, transportation, and disposal of ACM and ORM.

c) ACM waste generated by this task order shall be transported and legally disposed of at a U.S. EPA-approved asbestos waste disposal facility. Submit waste manifests for Government's record within 45 days documenting compliance with the requirements of this Section.

d) The removal and disposal of ORM, which are, at a minimum, PCB-containing light ballasts, mercury-containing light tubes, mercury-containing thermostats and self-actuated fire alarms shall be performed prior to demolition.

e) ORM waste generated by this task order shall be transported and legally disposed of at an acceptable and appropriate waste disposal facility. Submit waste manifests for Government's record within 45 days documenting compliance with the requirements of this Section.

3.3.4 Demolition. This activity includes the following:

a) Interior equipment and machinery whether attached to the structure or free-standing.

b) Exterior pole-mounted lights and other equipment within the boundaries of demolition of the facility perimeter, and any pole or other item that hinders the facility removal process or contributes a safety hazard. The removal of these will be reviewed and accepted by the Owner prior to work.

c) Except where specified or reserved by the Government, all items and objects, materials, and equipment, that are on, in, or within the boundaries of demolition of the facility at the time of mobilization are the property of the Contractor and shall be removed.

d) All foundations and other underground features to a minimum depth of four feet below grade shall be removed as part of the demolition requirements.

e) Facilities with basements or swimming pools shall have the walls removed to a depth of four feet, the bottom and remaining sides perforated in numerous locations, and backfilled to match surrounding grade.

f) Satisfactory backfill material shall comply with all Federal, State, and Local regulations, but if allowable may be processed cementitious debris or similar backfill material as accepted by the Contracting Officer and accepted by the Installation Environmental POC.

g) Backfill shall be placed in lifts not to exceed eight (8) inches in loose thickness and compacted to the density as specified in the Region MATOC Section 3.10 by Standard Proctor Test.

h) The facility footprint shall be covered with a four-inch layer of topsoil which shall be graded to match the surrounding environment and provide for positive site drainage.

i) The Contractor shall demolish and remove all ancillary items associated with each facility within the limits defined in the Demolition Design documents provided or as otherwise indicated in the PWS. Items may include, but are not limited to, overhead conveyance systems, unused utilities, walkways and sidewalks, utility poles, fencing, equipment pads, loading docks, etc.

j) The Contractor shall install temporary protective barriers (Fencing) and remove them when the FRP QA permits. For this task order properly placarded chain link fencing with secured gates is required as a temporary protective barrier. Chain link fencing is required to form a continuous security boundary around these facilities, where existing boundary fencing does not exist. Unless specified or required otherwise chain link fence shall be a minimum of six (6) feet in height.

3.3.5 Debris Disposal/Diversion. This activity includes the following:

a) The minimum diversion goal for this Task Order is 60% by weight.

b) The Contractor shall manage wastes and debris in accordance with the accepted Waste Management and Diversion Plan.

c) Upon acceptance of the recycling/re-use analysis presented in the Waste Management and Diversion Plan the Contractor shall recycle materials and submit proof of recycling/diversion in the monthly and final reports.

d) Use of the material processed for engineering fill, aggregate, or re-constituted concrete or asphaltic pavement constitutes recycling.

e) The Contractor shall dispose of debris generated by this work action not intended for diversion at an acceptable commercial disposal facility/landfill.

f) Suitable materials that meet standards for re-cycle/re-use may go directly to an identified re-cycling facility, direct sale to the public, direct conveyance to non-profit organizations, or by auction, or any combination thereof.

g) If direct sale, conveyance, or auction processes are used for re-cycle/re-use, the activities shall be conducted outside the boundaries of the Installation.

h) All concrete/asphaltic materials suitable for crushing, reuse, or recycling may be crushed, re-cycled, or stockpiled at a designated site on the Installation on a temporary basis. Contractor shall be responsible for any/all air quality permits required for crushing activities.

i) All concrete/asphalt materials not used for site restoration must be removed from the Installation by the end of the project schedule.

3.3.6 Site Restoration and Final Cleanup. Following the removal of a facility, the Contractor shall clean and restore the area as indicated. Minimum specifications for backfill and site restoration can be found at Attachment 8, Specification Guide 02221, Excavating, Backfill, and Site Restoration. Compaction shall meet the specifications for backfill of soils. The Contractor shall blend and grade the backfill soils into the surrounding grade to ensure that there is no ponding and to provide positive drainage. The Contractor is responsible for management of the permitted controls until the permits are closed out. Any damage caused by the contractor such as, but not limited to roadways or parking areas due to transporting debris, mechanical equipment, etc. shall be the contractor’s responsibility to repair back to original condition.

3.3.7 Salvage Credit. A change in market value of salvage and recyclable materials, over the course of the contract, shall not be considered a change of conditions and will not be a reason to request a change order modification.

3.4 On-Site Personnel and Key Personnel

3.4.1 For this task order, the On-Site and Key Personnel Guidance Table below indicates the minimum personnel who shall be on-site daily for this project. These personnel shall be Prime Contractor Employees, and at least one of the Prime Contractor Employee’s must have been employed with the Prime for at least 1-year, in the proposed position of responsibility. The qualifications and roles and responsibilities of the Key personnel are outlined in the Base MATOC. Dual hatting is allowed as noted in the On-Site and Key Personnel Guidance Table below. The Prime Contractor must be present to sign for deliveries or removals from the Installation jobsite. Dual hatting shall not negatively interfere with the required duties of either positions.

On-Site and Key Personnel Guidance Table

* Personnel which are dual hatted are required to be onsite

a) Additional Project Manager Requirements: The Contractor PM shall be available on a daily (pre-scheduled) basis to meet with USACE and Installation representatives.

b) Additional Site Superintendent Requirements: The Site Superintendent will be available to attend the weekly (pre-scheduled) progress meeting with USACE and installation representatives.

c) Additional Site Safety and Health Officer Requirements: The Site Safety and Health Officer will be available to attend the weekly (pre-scheduled) progress meeting with USACE and installation representatives.

d) Essential and Readily Available personnel. While the following persons are not required to be on site on a full time basis, they shall be readily available to the FRP Contractor to handle any on-site situation requiring their expertise and shall be able to respond to actions and occurrences of events while abatement, demolition, and site restoration activities are occurring.

e) Storm Water Pollution Prevention Professional (Qualified Stormwater Designer, or equivalent depending on state or local requirement). This person shall be designated in the proposal and work plan. This person is the responsible agent for the FRP Contractor to ensure that all SWPPP and National Pollutant Discharge Elimination System (NPDES) permit requirements, from development, approval, implementation, and maintenance are in compliance at the site. This person shall also ensure that all appropriate Best Management Practices (BMPs) are employed, and that any change or modification to the SWPPP is implemented in a timely and efficient manner. This person shall, acting on the part of the FRP Contractor, be responsible for processing any fines or violations levied by the State, Environmental Protection Agency, or other Governmental Agency.

f) Certified Industrial Hygienist (CIH) This person shall be designated in the proposal and work plan. This person is the responsible agent for the FRP Contractor to monitor onsite safety and occupational health management program, safety surveillance, safety inspections, and safety enforcement for the Contractor, to ensure all Contractor and subcontractor personnel perform work IAW EM 385-1-1, and all Federal, State, and local laws, regulations, and requirements.

g) Waste Manager. This person shall be designated in the proposal and work plan. This person is the responsible agent for the FRP Contractor to ensure the proper characterization, packaging, transportation, and ultimate disposal of regulated materials IAW all Federal, State, and local laws, regulations, and requirements.

3.5 Facilities to Be Demolished. The following tables are the facilities which are to be abated and demolished as part of this task order. If no priority or work column is provided, then the Contractor shall state the progression and sequence of work with the Proposal.

BASE BID SQUARE FEET (SF) FACILITIES

TOTAL SF

BASE BID NON-SF FACILITIES

TOTAL NON-SF

3.6 Contractor Reporting.

3.6.1 Weekly Status Updates. The Contractor shall submit a weekly status report via RMS and email a copy to the Project Delivery Team by close of business on the first working day of each week. The Project Delivery Team should initially be established at the kick-off meeting and maintained at the weekly project meeting. At a minimum this Project Delivery Team shall include the USACE Project Manager and key Installation personnel. These weekly status updates shall include, at a minimum:

a) A summary of work completed in the field, permit status, and any significant events since NTP or the previous weekly status update; whichever is the precedent.

b) If requested by the Contracting Officer the Contractor shall provide a copy of all weight tickets and associated type of material for project debris transported to a disposal facility. The contractor shall also provide the name and location of the disposal facility to which the debris was taken.

c) When applicable, the volume measured in cubic yards of cementitious material that has been processed into gravel and stockpiled on the installation shall be separately provided. The location of the stockpiled material shall also be provided.

d) Progress photos (in electronic format) depicting major work activities accomplished during the reporting period.

e) Upon request; copies of daily field logs shall be provided. At minimum, field logs shall include a summary of workers by classification, the move-on and move-off of construction equipment, materials and equipment delivered to the site, and total cumulative hours worked.

3.6.2 Monthly Progress Reports. The Contractor shall submit a monthly Progress Report in accordance with Region MATOC Attachment 3, Monthly Progress Report Format, not later than the tenth day of the month, and according to the distribution and quantities in paragraph 4.2.3 below. These monthly Progress Reports shall address the following:

a) A summary of work completed in the field with respect to all schedule milestones. Annotate and explain all deviations.

b) Denote anticipated or actual delay of a scheduled field activity, to include basis and any effect on subsequent events or scheduled activities.

c) Any outside inspection reports, audits, or other administrative information developed/completed or anticipated.

d) Copies of all Quality Assured Data, sampling and test results, and any other laboratory deliverables received, if any.

e) Documentation of material recycling including receipts of recycle centers, proof of concrete crushing and re-use. Project photos are acceptable provided a sufficient explanation is attached. Weight tickets of recycled materials must be submitted monthly, based upon weekly activities. These must be from certified waste handlers.

f) Safety information as required in these specifications.

3.6.3 Final Report. The Contractor shall provide a final report in accordance with Attachment 6, Demolition and Recycling Final Report. The final report shall include a detailed description of work performed and lessons learned. The summary detail shall include the quantity and type of debris materials recycled, salvaged, reused, and disposed of and shall be presented in chart form showing original material quantity estimated, quantity recycled, percentage recycled, and approximate cost or cost savings versus a commercial landfill/disposal facility alternative. A copy of this diversion information shall be provided to the designated Installation Environmental POC.

3.6.4 Resident Management System. The Government will use the Resident Management System 3.0 for Windows (RMS 3) to assist in monitoring and administration of this task order. The Contractor shall use the Government furnished Contractor Module of RMS, referred to as RMS 3/CM, to record, maintain, and submit various information throughout the task order period.

This joint Government-Contractor use of RMS 3 will facilitate electronic exchange of information and overall management of the contract. RMS3/CM provides the means for the Contractor to input, track, and electronically share information with the Government in the following areas: Administration, Finances, Quality Control, Submittals, Reporting, and Scheduling.

The Contractor module, user manuals, updates, and training information can be downloaded from the RMS web site:

http://rms.usace.army.mil

3.6.5 Contractor Man-Hour Reporting. The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor will report contractor manpower information (including subcontractor manpower information) required for performance of this contract. The Contractor shall submit all the information required in the format specified at the following web address:

https://www.ecmra.mil/default.aspx

Contractors shall fill in all required fields on the website.

4.0 SCHEDULE AND SUBMITTALS

4.1 Schedule. Unless authorized by the Contracting Officer, the Contractor shall be required to perform all work within the following milestone schedule (days are working days). Final project schedule shall be based on Contractor’s proposed schedule, but shall not exceed the durations presented below. Contractor shall not propose shortening Government allotted time periods, such as but not limited to Government review periods. If no priority or work column is provided, then the Contractor shall state the progression and sequence of work with the Proposal. The schedule shall have a level of detail sufficient to clearly indicate the different phases of work at the individual facility level.

Non-working days include:

a) All federal holidays

b) The days between and including 25 December and 1 January.

NOTE: THE CONTRACTOR IS NOT AUTHORIZED TO MOBILIZE TO THE SITE WITHOUT ACCEPTANCE OF THE CONTRACTORS’ ACCIDENT PREVENTION PLAN AND CONTRACTING OFFICER WRITTEN NOTICE TO PROCEED (NTP).

TOTAL WORKING DAYS

4.1.1 Weather Delays

The Contractor shall allow for the anticipated weather days indicated in the following table for each year scheduled.

Projected Weather Days

4.2 Submittals

4.2.1 General Submittal Requirements.

a) Distribution. The Contractor is responsible for reproduction and distribution of all documents. The Contractor shall furnish electronic copies of submittals to the addressee, who is the CEHNC Project Manager assigned to this task. Submittals are due at the addressees not later than the close of business on the dates shown in paragraph 4.1.

b) Reproducibles. All submittals shall be provided via RMS in Microsoft Word or Adobe PDF format and in compliance with guidelines provided in MATOC attachments (See Attachments 3-6).

c) Partial Submittals. Partial submittals will not be accepted without prior written authorization of the Contracting Officer.

d) Cover Letters. A cover letter shall accompany each document and indicate the contract number, project, project phase, the date comments are due, to whom comments are submitted, the date and location of the review conference, etc., as appropriate. (Note that, depending on the recipient, not all letters will contain the same information.) The contents of the cover letters should be coordinated with the CEHNC PM prior to the submittal date.

e) Mailing Address. All Submittals shall be submitted in electronic format; unless traditional mail service is required, to the U.S. Army Corps of Engineers, Engineering and Support Center, Huntsville. Submittals which are required to be mailed shall be mailed to the address below:

CEHNC Project Manager (PM): BLANK Department of the Army U.S. Army Engineering and Support Center, Huntsville

ATTN: CEHNC-ISF (BLANK)

P.O. Box 1600 Huntsville, AL 35807-4301

256-895-BLANK

Mail to: BLANK@usace.army.mil

CEHNC Contracting Officer (KO): BLANK Department of the Army U.S. Army Engineering and Support Center, Huntsville

ATTN: CEHNC-ISP-FD (BLANK)

P.O. Box 1600 Huntsville, AL 35807-4301

256-895-BLANK

Mail to: BLANK@usace.army.mil

f) Resident Management System. The Government will use the Resident Management System 3.0 for Windows (RMS 3) to assist in monitoring and administration of this task order. The Contractor shall use the Government furnished Contractor Module of RMS, referred to as RMS 3/CM, to record, maintain, and submit various information throughout the task order period. The Contractor module, user manuals, updates, and training information can be downloaded from the RMS web site: http://rms.usace.army.mil

This joint Government-Contractor use of RMS 3 facilitates electronic exchange of information and overall management of the contract. RMS3/CM provides the means for the Contractor to input, track, and electronically share information with the Government in the following areas: Administration, Finances, Quality Control, Submittals, Reporting, and Scheduling.

The Contractor shall provide their site ID within 5 days of award of contract so that RMS can be set-up for use. Invoices, RFIs (post task order award), schedules, submittals, etc. will be input into RMS by the contractor. Reference: United Facilities Guide Specifications 01 33 00 Submittal Procedures

4.2.2 Table of Submittals. The following table contains a list of submittals and/or samples required to be provided by the Contractor. Additional guidance and direction for submittals is provided in this Task Order and Attachment 3-6 of the MATOC Solicitation. This list does not relieve the Contractor of the responsibility of ensuring the accuracy or completeness of the list or responsibility of providing all submittals required by regulatory and contract documents.

5.0 PUBLIC AFFAIRS

The Contractor shall not publicly disclose any data generated or reviewed under this contract. The Contractor shall refer all requests for site information to the Installation Public Affairs Office and requests for contract information shall be forwarded to the Contracting Officer, Huntsville Center. Reports and data generated under this contract shall become the property of the Department of Defense and distribution to any other source by the Contractor, unless authorized by the Contracting Officer, is prohibited. The Contractor shall notify the Contracting Officer, Program Manager, and Huntsville Public Affairs Office prior to any contact with regulatory agencies.

6.0 INVOICING

All invoices shall be submitted to the U.S. Army Corps of Engineers, Engineering and Support Center, Huntsville via RMS for technical review and payment. In addition to submission in RMS, Contractors should email invoices and ENG93s to FRPInvoices@usace.army.mil. COR will review and accept or reject within 5 business days.

Payments will be disbursed by:

U.S. Army Corps of Engineers Finance Center 5722 Integrity Drive Millington, TN 38054-5005

7.0 ORDER OF PRECEDENCE

In the event of a conflict or inconsistency between any of the requirements of the various portions of the contract, precedence shall be given in the following order:

a) Any portions of the accepted proposal or accepted work plan that exceed the requirements of the solicitation.

b) As between the accepted work plan and the accepted proposal:

0. Any portion of the accepted proposal that exceeds the accepted work plan

0. Any portion of the accepted work plan that exceeds the accepted proposal

0. The requirements of the task order solicitation and then the requirements of the basic contract.

c) Those portions of the accepted proposal or accepted final design that meet but do not exceed the solicitation requirement.

8.0 REFERENCES

8.1 Government Provided Project Documentation.

a) Pre Demolition Survey(s) - See Appendix F – List of Supplemental Government Documents Provided Under Separate Cover

b) Facility drawings (as may be available). See Appendix F – List of Supplemental Government Documents Provided Under Separate Cover

8.2 Federal, State, and Local Regulations. It shall be the Contractor’s responsibility to adhere to all applicable Federal, State, and Local regulations pertaining to the specific work site.

8.3 Performance Work Statement Tracking Table.

8.4 Appendices

1) Appendix A: Quality Assurance Surveillance Plan (QASP)

2) Appendix B: AT/OPSEC Requirements

3) Appendix C: Proponent Specific Guidance - Blank, may be added at later date through PWS Revision.

4) Appendix D: Detailed Site Notes from Scoping Site Visit –

5) Appendix E: ProjNet Questions and Answers – Blank, may be added at later date through PWS Revision.

6) Appendix F: List of Supplemental Government Documentation - Provided Under Separate Cover

APPENDIX A

QUALITY ASSURANCE SURVEILLANCE PLAN (QASP)

1. Performance Requirements Summary

The table on the following page lists the PWS requirements/deliverables that the Government shall monitor. The absence of any contract requirement from the PRS/QASP must not detract from its enforceability nor limit the rights or remedies of the Government under any other provision of the contract, including the clauses entitled “Inspection of Services” and “Default.” The table defines the standard for each listed PWS service, cites the respective specification, provides the method of surveillance, and describes disincentives for not meeting acceptable standards.

2. Government Quality Assurance

The Contracting Officer (CO) has overall responsibility for overseeing the Contractor’s performance. The CO shall monitor day-to-day contract compliance and administration. The COR shall assist the CO with their duties and is responsible of technical administration of the project. The COR also assures proper Government surveillance of the Contractor’s performance and shall monitor, record, and report on the technical performance of the Contractor on a day- today basis. The COR, along with USACE subject matter experts, shall assure the Contractor is meeting contract PWS standards, as well as all Federal, state, and local regulatory requirements. The Government intends to use the following methods to monitor standards:

· Inspection and review of all required documents and submittals.

· Periodic inspection of work processes or output.

· 100% inspection at the completion of key work segments and deliverables.

· Customer feedback.

3. Performance Evaluation

The Government shall evaluate Contractor performance to determine if its performance meets the requirements of the contract. The COR shall evaluate and report Contractor performance to the Contracting Officer at each milestone and delivery per the project schedule. Contractor shall submit progress inspection reports as required. When the performance requirement is not met, the Contracting Officer shall issue a contract discrepancy report (CDR) to the Contractor. The Contractor must respond to the CDR and return it to the contracting officer within five (5) calendar days of receipt. Failure to meet acceptable performance standards may result in one or all of the following actions:

· Temporary work stoppage awaiting corrective action.

· Withdrawal of work

· Terminate the task order.

· Terminate the MATOC (basic) contract.

DA Form 5473-R Performance Requirements Summary

APPENDIX B

AT/OPSEC REQUIREMENTS

1.0 Anti-Terrorism (AT) and Operation Security Requirements. Antiterrorism and Operations Security: Per the guidelines of OPORD 2013-74: Integrating Antiterrorism and Operations Security (OPSEC) into the USACE Acquisition Process, the following OPSEC provisions apply to this requirement:

1.1 AT Level I Training. All contractor and subcontractor employees who require access to Army installations, facilities, controlled access areas, or require network access, shall complete AT Level I awareness training within 30 calendar days after contract start date. Upon request, the contractor shall submit certificates of completion for each trained contractor and subcontractor employee to the COR within five (5) calendar days after completion of training. AT Level I awareness training is available at the following website: http://jko.jten.mil/courses/atl1/launch.html; or it can be provided by the Requesting Activity Anti-Terrorism Office in presentation form which will be documented via memorandum.

1.2 Access and General Protection/Security Policy and Procedures. All contractor and all associated sub-contractor(s) employees shall comply with applicable installation, facility, and area commander installation/facility access and local security policies and procedures, as provided by COR and/or installation 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.

1.2.1 Background Checks for Installation Access. 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), applicable installation, facility and area commander installation/facility access and local security policies and procedures. Installation personnel will conduct background checks on all visitors 18 years of age and older to determine if the person requesting unescorted access presents a potential threat to the good order, discipline, or health and safety on the installation. All access applicants will provide a valid and original form of ID (State driver’s license, passport, and so forth, which complies with Public Law 109-13 (The REAL ID Act of 2005)). Installation will check applicant’s background through NCIC-III and TSDB to identify wanted persons, known or appropriately suspected terrorists (KST), missing persons, foreign fugitives, wanted persons, gang affiliations, protection orders, immigration violators, identity theft, supervised releases, violent persons, and the National Sex Offender Registry. Failure to provide requested information will result in the denial of an authorized access pass (or equivalent) and denial of entry. Delays in gaining access to a facility shall not be a valid basis for delay charges.

1.2.2 Contractor personnel requiring access to the military installation in connection with the contract shall have access to only those parts of the installation or building(s) where their presence is required. While on the job, Contractor employees shall display identification as may be required under the Special Contract Requirements entitled "Identification of Employees." Vehicles operating on the military installation are subject to search by security personnel at any time.

1.3 Suspicious Activity Reporting Training. Contractor and all associated sub-contractors shall receive a brief/training on the local suspicious activity reporting program (e.g., iWATCH, CorpsWatch, or See Something, Say Something). Locally developed training will inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the PM, security representative or law enforcement entity. Contractor and all associated sub-contractors shall complete this training within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT five (5) calendar days after the completion of the training.

1.4 Operations Security (OPSEC) Training. All new contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all contractor employees must complete annual OPSEC awareness training.