0001 PWS.pdf

PERFORMANCE WORK STATEMENT

HAFB Storage Igloos Demolition

13 Jun 2024

1.0 GENERAL STATEMENT OF SERVICES

1.1 Introduction and Purpose. This requirement is to demolish Buildings 1411 and 1432 at Hill Air Force Base (HAFB), UT (located outside of Ogden, UT, approximately 30 miles North of Salt Lake City).

1.2 Mutual Understanding Meeting: Prior to the start of work, a meeting will be held with the contractor, US Army Corps of Engineers (USACE) Contracting Officer’s Representative (COR) and HAFB Base Civil Engineering (BCE) to discuss matters of mutual interest concerning the purchase order, general conditions, work schedule, phasing and coordination, security, safety, permits, and other matters pertinent to work accomplishments will be discussed in the meeting. Contractor is subject to all Department of Defense DoD regulations and requirements.

1.3 Security Requirements. The Contractor will be required to submit all badging requests to the USACE Resident Office. The Contractor will be required to comply with all HAFB entrance and security requirements. The Contractor will vet all employees, including subcontractor employees, for criminal warrants before an employee will be allowed to enter the Installation or Garrison.

2.0 OBJECTIVE

The objective of this Performance Work Statement (PWS) is to plan and complete the removal of two (2) earth covered reinforced concrete modular Munitions Storage Magazines (MSMs) at HAFB, UT. These two existing buildings are numbered 1411 and 1432 and contain 4092 sf total. Buildings 1411 and 1432 are underground ammunition magazines with a footprint of approximately 62’ x 33’, and approximately 13’ tall. The headwall is approximately 35’ wide and 18’ tall. The construction type is reinforced concrete. There is a finish membrane waterproofing layer buried between the concrete structure and finish grade. Included in the demolition are access roads, 6” thick asphalt pavement approach aprons, lightning protection, utilities, site improvements, communication support, and all other necessary support. Additional demolition will include, but is not limited to, the abatement/removal of asbestos containing materials (ACM) and other regulated materials (ORM), disconnect/capping of utilities, disposal of all debris materials, and restoration of the site to a specified condition, as noted in attached plans. Following demolition, the Contractor shall be responsible for restoring the work site with respect to grading and proper drainage. See attachments for drawings, specifications, and a vicinity and base map specific to this project.

3.0 DETAILED DESCRIPTION OF SERVICES

3.1 General Requirements. All work performed by the Contractor shall be implemented in a manner which conforms to the requirements in this PWS, all applicable Federal, and state and local regulations, and all accepted Work Plans and submittals. If there is a conflict between Federal, state, and local regulations and the PWS, the Contractor shall immediately inform the Contracting Officer. If, however a conflict does arise, the most stringent rule will apply. The Contractor shall present a complete description of the planning, design and demolition process as applied to the subject facilities. All demolition and design work planned by the Contractor shall be reviewed by USACE prior to start of work.

The Contractor shall furnish all labor, materials, equipment, supplies, permits, transportation, and supervision necessary to demolish the structures labeled 1411 and 1432 at HAFB, UT. Buildings 1411 and 1432 shall be completely demolished from top to bottom of existing footings; surrounding walkway/driveway surfaces shall be completely removed within the demolition limits. The site shall be leveled out and graded to match the existing adjacent grades in a manner that will not cause excess stormwater runoff pooling.

Areas left after demolition shall be fully restored to match existing adjacent grades and vegetation specified by the reseeding requirements for HAFB found in attachment X.

Concurrent demolition of both facilities shall be allowed.

Refer to specification listings to include but not limited to 02 41 00, Demolition and Deconstruction. Excess fill and debris shall be hauled off HAFB and disposed of within requirements spelled out in attached specifications.

Any debris removal shall be performed by a qualified contractor that has been pre-approved by HAFB to perform ACM and lead-based paint (LBP) removal at HAFB. An Asbestos/Lead Based Paint abatement contractor must be used and meet the qualifications spelled out in “Abatement Contractor Qualifications Requirements” document and Base Facility Design Standards.

During abatement all applicable environmental monitoring protocols as prescribed per the most current version of the EM 385-1-1 and HAFB abatement guidelines are required.

Note this may be in addition to any personal air sampling required by OSHA or other regulatory requirements.

Tree removal or replacement shall comply with the Integrated Natural Resource Plan and be coordinated with the 75 CEG/CEI Natural Resources Manager, C. Russ Lawrence. An evaluation of the proposed action will be analyzed, and a determination made as to the need for removal or replacement and the mitigation requirements for live, dead or dying trees. Replacement trees will be provided to 75 CEG/CEI Natural Resources Manager.

See Base Facility Design Standards for further guidance.

3.1.1 Period of Performance: The Period of Performance for this contract will be 365 calendar days following the receipt of purchase order. Work will not be conducted on Federal Holidays or Weekends unless the COR provides a written exception.

Following award of this Service Contract, the Contractor will prepare and submit for acceptance a set of Work Plans and Related Documents. This PWS allows 30 days following award of the purchase order to prepare the initial work plans. 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/Re-cycle Plan such that the maximum cost-effective re- use/disposal of this facility is obtained. In addition, these plans and documents will be prepared in accordance with all applicable HAFB, Federal, state, and local regulations along with the instructions and guidance in this PWS and associated Specifications. Contractor will utilize the USACE Resident Management System to document all activities, including, but not limited to: daily activity logs, transmittals to the Government, submittals for review, requests for information, etc.

3.1.2 Haul Route: See drawing attachments that follow this document for haul route path. The project site is within the MSM area of HAFB and within a secondary fenced and guarded perimeter. The North Gate will be the entry and exit point for haul vehicles. The gate operation hours are 4:30 a.m. to 5:00 p.m. Monday through Friday; if additional information regarding gate hours is needed, contact HAFB for further details. Installation roadways sustaining damage as a result of construction activities shall be repaired at the Contractor's expense after project completion. The Contractor shall coordinate with the Base's Department of Emergency Services to coordinate mitigation of damage to roadways and/or road closure, if necessary.

3.1.3 Free Zone Requirements: The Contractor, in coordination with USACE and HAFB, is required to develop a Free Zone within which the work is to be performed. A Free Zone Boundary Map which indicates Contractor's access and required signage to access the site within the MSM Area will be developed, and Contractor's activities shall be limited to the Free Zone as indicated. Free Zone Map and boundaries must be approved by HAFB and the Contracting Officer’s Representative (COR). Follow the guidance in AFI 31-101 (The Installation Security Program), which will be provided post-award, when work under this contract required entry to controlled areas. The contractor shall establish a Free Zone that must be approved in writing by the installation commander. The Free Zone must have clearly defined boundaries. It is recommended the Free Zone begin at some point in the boundary of the controlled area, which enables entry by the Contractor and other authorized personnel. The Free Zone must be closed during non-duty hours. The Contractor shall not permanently alter any surface in the controlled area when establishing a Free Zone such as drilling holes in pavement for temporary fencing.

A Free Zone access list shall be developed to, at a minimum, include last name, first name, middle initial, date of birth, place of birth, company name, and driver's license number and issue state for all personnel who will enter the MSM Area to perform work, deliver materials, haul of debris, perform inspections, or any other personnel who will access the site during performance of the contract. The contractor will have access to the MSM Area Monday thru Friday from 0700 to 1600 hours exclusive of Saturdays, Sundays, and Federal Holidays unless other times are approved by the Contracting Officer, unless delegated further to COR or otherwise stated in the contract.

3.1.4 Electrical: Demolish all electrical components of buildings 1411 and 1432.

Additionally, no work shall damage or hinder any existing systems to remain in place at HAFB. Existing transformers to remain in place.

3.1.5 Site Specific Demolition Work Plan: The Work Plan shall be submitted in accordance with the specific requirements of this PWS. The Demolition Work Plan will include the various sub-plans necessary to support the work, e.g., Diversion/Re-Use Plan, Utilities, Asbestos Abatement Plan, etc., as well as the plans listed below. A detailed project schedule providing abatement and demolition timelines, restoration of site, and a projected completion date shall be included in the Work Plan. Sequencing of the work and specific work methods/processes shall be fully described such that the Government can readily understand how the Contractor will perform the individual tasks/phases or groups of tasks/phases.

The project sites do not contain any known contaminated soil.

3.1.6 Accident Prevention Plan (APP): A site-specific health and safety plan developed in accordance with U.S. Army Corps of Engineers Health and Safety Requirements, manual EM 385-1-1. The APP will include a complete site-specific Activity Hazard Analysis (AHA) for each activity of the work. In particular, the Contractor shall develop as part of the APP, specific requirements for any “lift plan(s)” needed to remove 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 type of lift shall be provided.

3.1.7 Contractor’s Quality Control Plan (CQC): Prepare a CQC Plan per requirements and guidance per specification 01 45 00.

3.1.8 Storm Water Pollution Prevention Plan (SWPPP): The contractor shall provide a SWPPP that meets the requirements of the State of Utah and spec section 01 57 23, of this contract.

3.1.9 Final As-Built Drawings: The contractor will transfer the changes from the working as-built marked prints to the original electronic CADD files. Final as-built drawings shall be prepared after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project); as-builts must capture where utility penetrations and severances occur. See specification 01 78 00 for specific requirements. The Government and the Contractor will jointly review the working as-built marked prints, printouts from working as-built CADD file drawings, and final as-built drawings for accuracy and completeness, prior to submission of each monthly pay estimate. Monthly review of working as-built CADD printouts shall at minimum cover all sheets revised since the previous review. Drawings shall conform to the requirements in the HAFB Facility Design Standards.

3.1.10 Anti-Terrorism Training Level 1: This agreement text is for recipient employees with an area of performance within any DOD controlled installation, facility, or area. All recipient employees, to include sub-recipient employees, requiring access to DOD installations, facilities and controlled access areas shall complete AT Level I awareness training prior to the start date or effective date of incorporation of this requirement into the agreement task order. The recipient shall submit certificates of completion for each affected recipient employee and sub-recipient employee, to the Grants Officer or to the Grants Officer Representative (GOR), if a GOR is not assigned, within 7 calendar days after completion of training by all employees and sub-recipient personnel. AT level I awareness training is available at the following website: https://Jkodirect.jten.mil . The recipient shall submit the certificates of completion for each recipient, employee(s), sub-recipient(s), and sub-recipient’s employee(s) to the Grants Officer and or Grants Officer’s Representative. Grants Officer or Representative will provide a copy of the completed certificate to the AT Officer. Any and all personnel hired after the agreement has been awarded, and work has started, shall complete the vetting process prior to start of work.

Including completion of the AT Level 1 certificate, and all required documentation checked and verified through Physical Security and Personnel Security Manger. Personnel need vetting prior to any work on the installation.

3.1.11 Explosive Training – All personnel entering the MSM area must attend an explosive’s training given by HAFB before access to area will be granted. The Government will provide further information during the paperwork meeting.

3.1.12 OPSEC: For Contracts that Require an OPSEC Standing Operating Procedure/Plan. The contractor shall develop an OPSEC Standing Operating Procedure (SOP)/Plan within 90 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer, per AR 530-1, Operations Security. This SOP/Plan will include the government's critical information, why it needs to be protected, where it is located, who is responsible for it, and how to protect it. In addition, the contractor shall identify an individual who will be an OPSEC Coordinator. The contractor will ensure this individual becomes OPSEC Level II certified per AR 530-1. For Contracts that Require OPSEC Training. Per AR 530-1, Operations Security, new contractor employees must complete Level I OPSEC training within 30 calendar days of their reporting for duty.

All contractor employees must complete annual OPSEC awareness training. OPSEC training is available through the HAFB Security Office, 801-777-1902.

3.2 Project Schedule and Site Work Activities. Following acceptance of the Work Plans and related documents, the Contractor is free to execute the work as described in the PWS. The demolition and utilities project shall include, but is not limited to, the following requirements:

3.2.1 Mobilization/Demobilization and Site Setup.

a) Includes travel and transport of labor, equipment, and materials to work site, in-processing, and site orientation.

b) Installation of storm water protection system and installation of temporary safety fencing.

c) The Contractor will be responsible for all utility disconnect(s), along with cutting and capping of all utilities. The Contractor will be responsible for coordinating a minimum of 10 days in advance, or in accordance with Base Civil Engineering (BCE) requirement, of the milestone date required based upon demolition schedule.

These milestones will be documented within the Work Plan schedule and shall be validated with the Resident office/Installation/Garrison at the time of the Paperwork Meeting for MSM Activities. Coordination with the COR/BCE POC is mandatory. All electrical utility lines that are part of the scope shall be cut, abandoned in place, and capped off at the nearest transformer or pull box.

d) The Contractor must provide, install, and maintain all necessary signs, lights, flares, barricades, markers, cones, and other protective facilities and must take all necessary precautions for the protection and safety of the public traffic and site operations.

e) The Contractor must secure the project site with a temporary construction fence along the project/construction boundary as the site topography allows to keep pedestrians out of construction zone. All fences must be able to withstand heavy winds. Location of access gate(s) to the construction zone must be approved by the COR/BCE prior to construction. For the purposes of determining the locations of temporary construction fencing or barricades, the Contractor must prepare a work plan showing the proposed locations for approval by the COR and BCE installation prior to commencing demolition and construction.

f) The Contractor must coordinate all phases of work with the COR.

g) All-weather emergency vehicle access to the site must be provided and maintained at all times.

h) See drawings (attachment 1) for location of structures.

i) Contractor shall coordinate a Free Zone request for access to Building 1411/1432 through MSA with the COR and BCE Project Manager. Contractor shall coordinate and submit a Free Zone Access List (FAL), in alphabetic order for approval by the 75th SFS, and is responsible for verifying all information is true and correct prior to submitting the FAL. Contractor is responsible for establishing and maintaining the Free Zone route during the duration of activity within MSM.

j) Standard working hours 0700 – 1600 Monday – Friday will apply. Saturday workdays and extended overtime hours may be available contingent on Government personnel availability.

k) HAFB Fugitive Dust Control Plan implementation is required (attachment 8). A water truck should be used to control dust at site. Visible road dirt cannot be tracked outside HAFB and should be controlled with a sweeper/vacuum truck.

3.2.2 Asbestos Containing Material (ACM) Abatement and Other Regulated Material (ORM) Removal and Disposal. Remove all ACM present in or on the facilities to be demolished that has been identified either in Government-provided surveys and/or encountered during contract work activities. All ACM will be abated per HAFB, Federal, State of Utah, and local guidelines and regulations. The Government provided Pre- Demolition Environmental Survey contains information regarding the current condition of the facilities to be demolished, the amounts and types of ACM that can be expected and the lab results from the tests done during the Pre-Demolition survey. Drawings, surveys, and reports provided by the Government are provided as references and to aid the asbestos abatement and hazardous materials removal design for this project. The Government makes no warranties or guarantees, implied or otherwise, regarding the quantities of ACMs provided as these are estimates based on professional judgment during on-site review of facilities and preparation of reports. The Contractor is responsible for preparing all drawings/building maps showing locations of ACM and Other Regulated Material (ORM) needed to meet regulatory requirements.

The removal and disposal of controlled materials, identified as a danger or safety issue in the appendices, shall be performed prior to demolition. Removal shall be performed by a qualified contractor that has been pre-approved by HAFB to perform ACM and lead-based paint (LBP) removal at HAFB. The Contractor shall remove and dispose of asbestos containing material and other controlled materials in accordance with HAFB, Federal, State of Utah, and local regulations. Coordination will be required to be made with the BCE Environmental Branch at HAFB, through the COR.

Mercury-containing light tubes and all other existing light bulbs will be removed and disposed of by the Contractor. Ballasts and fixtures will be the responsibility of the Contractor.

4.0 CONTRACT REQUIREMENTS

4.1 Demolition and Utilities: Except where specified or reserved by the Government, all items and objects, materials, and equipment, that are on, in, or within the indicated demolition limits per drawings at the time of mobilization, are the property of the Contractor and shall be removed from Government property, except those items and elements that are to be protected. Specifically:

a) The Contractor shall remove foundations to a minimum depth of four feet below finish floor elevation.

b) The Contractor shall demolish and remove all ancillary items associated with building to be demolished. Contractor shall process an approved excavation permit (as required) to request indication of buried and aboveground utilities and the disconnection of the utilities from their source. All disconnection of utilities shall be coordinated with the appropriate HAFB shop\organization responsible for providing the utility to the building designated for demolition at least twenty-six (26) working days prior to any excavation or disconnection on an approval document provided by the COR/BCE project manager.

The permit for excavation shall be submitted to the appropriate BCE authority for processing at least three-weeks in-advance of any excavations. The salvage, demolition, and debris removal process for the building shall not begin until the facility is inspected with COR/BCE project management personnel and all connecting utilities are shut down, disconnected, or isolated from the facility in a manner satisfactory to the COR/BCE project management personnel, the Civil Engineering interior/exterior electric shop, Fire Department personnel, and Base Safety.

Site demolition work limits indicated on the drawings are approximate, and must be verified by the Contractor, unless noted otherwise. The existing ground features and roadways shall be used as a demarcation for the project limits, i.e., edge of pavement or sidewalk, edge of roadway, existing chain-link fence, etc. Building demolition limits are as noted on the drawings. A permit for excavation shall be submitted to the appropriate base authority for processing 30 days in-advance of excavations.

Water and Sewer work will conform to American Water Details and Specifications, found at the following URL: https://www.amwater.com/corp/products-services/military-services/hill-air-force-base. American Water (AW) is the system owner and shall perform all construction activities on any exterior water or sanitary sewer utility owned by AW up to the Point of Demarcation by contract. All demolition work must be confined to the limits indicated on the drawings, unless noted otherwise. However, demolition limits shown are approximate. Unless otherwise indicated, the existing ground features and roadways must be used as a demarcation for the project limits, i.e. edge of pavement or sidewalk, edge of roadway, existing chain-link fence, etc.

The Contractor shall engage the services of the System Owner, CLP, to perform construction activities on any primary exterior electrical distribution system assets owned by CLP. It is recommended that the prime contractor contract with CLP to construct new primary distribution elements such as transformers, switches, electrical lines, etc. that will ultimately be owned by CLP. Contractors may construct new assets for the primary distribution system themselves, but they will be required to pay for compliance inspections and other fees as documented by CLP. To obtain a quote from CLP the contractor may request a Service Connection Application/Quote Request form at mgh@CLPinc.com, tj@CLPinc.com, nrc@CLPinc.com and/or cmb@CLPinc.com.

c) The Contractor shall install temporary protective barriers then remove them when the

COR/BCE permits.

d) The locations of existing structures, utilities, and other site features as shown on the drawings are based on records and are not guaranteed, may not be complete, and are the Contractor’s responsibility to verify. The Contractor is responsible for verifying the location of all existing utilities and appurtenances whether indicated on the drawings or not, prior to starting any utility work and must always protect all such utilities, unless indicated for demolition. The Contractor is required to demolish any utilities with the project limits that are not indicated, but would normally be expected for a complete project, with Contracting Officer permission. Existing utilities not indicated for demolition, whether shown on the drawings or not, which have been damaged as a result of the construction work, must be restored immediately to their original or better condition, and must be paid for by the Contractor.

e) The Contractor shall request utility location services from BCE in addition to have utilities marked by a "call before you dig" service prior to subgrade demolition activities.

f) All work shall conform to the HAFB Facility Design Standards (attachment 6), as applicable.

g) Submit and obtain a written permit prior to performing “hot work” (i.e. welding or cutting) or operating other flame-producing/spark producing devices, from the BCE/Fire

Department. Provide an approved permit to the COR as a Submittal in in RMS.

4.1.1 Debris Disposal/Diversion: The Contractor shall manage wastes and debris in accordance with the approved Waste Management Diversion Plan. The contractor shall dispose of debris generated by this work action at an accepted commercial landfill.

Suitable materials that meet standards for recycle/reuse may go directly to an identified recycling facility, direct sale to the public, direct conveyance to non-profit organizations, or by auction or any combination thereof. If an auction process is used, the location shall be outside the boundaries of the Installation/Garrison. Upon acceptance of the recycling/re-use analysis presented in the Waste Management/Diversion Plan the Contractor shall recycle materials and submit proof of recycling/diversion in the monthly and final reports. All suitable, concrete/asphaltic materials may be crushed, recycled, or stockpiled at a designated site on a temporary basis. All recycle/reuse concrete/asphalt materials must be removed from the installation by the end of the project schedule. Use of the material processed for engineering fill, aggregate, or re-constituted concrete or asphaltic pavement constitutes recycling. The minimum diversion goal for this contract is 60% by weight.

4.2 Site Restoration and Final Cleanup: Following completion of the demolition effort, utility work and complete removal of all Concrete and building materials, the Contractor shall clean and restore the area as indicated in sections 3.1. All affected drain inlets shall be protected from sediment runoff. The Contractor is responsible for management of the permitted surface water protection controls until the state-issued permits are closed out.

4.3 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 request or contract modification.

4.4 Facilities to Be Demolished.

Building 1411: Approximate area is 2,046 square feet Building 1432: Approximate area is 2,046 square feet

4.5 Contractor Reporting.

4.5.1 Weekly Status Updates: The contractor shall submit a weekly status report via RMS to the COR by close of business on the first working day of each week. These weekly status updates shall include, at a minimum:

a) A summary of work completed in the field, permit status, and any significant events.

If requested by the Contracting Officer the Contractor shall provide a copy of all weight tickets for project debris transported to a commercial landfill. 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.

b) Progress photos (in electronic format) taken by an HAFB Security Office-approved photographer depicting major work activities must accompany each pay request.

c) Copies of daily field logs shall be provided via RMS. At minimum, field logs will 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.

4.5.2 Weekly Progress Reports: The Contractor shall submit a weekly Progress Report via RMS, not later than the 1500 hours Mountain time on Friday afternoon; report shall also be sent via email to at least the USACE COR, USACE ACO, USACE Project Manager, and HAFB CEG Project Manager. These weekly 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. Denote anticipated or actual delay of a scheduled field activity, to include basis and any effect on subsequent events or scheduled activities.

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

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

d) 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.

e) Safety information as required in these specifications.

4.5.3 Final Report: The Contractor shall provide a final report no later than 10 working days after completion of project. The final report shall include a detailed description of work performed and lessons learned. A summary of the disposition of all project debris materials will 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 alternative.

5.0 SCHEDULE AND SUBMITTALS

5.1 Schedule: Unless authorized by the Contracting Officer, the Contractor shall be required to perform all work within the following schedule (days are working days). The Contractor shall assume all federal holidays, and the eight days between 25 December and 1 January as non-working days. Final schedule will be based on Contractor’s proposed schedule. The contractor will have access to the MSM area Monday – Friday, 0700 – 1600 hours.

5.2 Submittals.

5.2.1 General Submittal Requirements.

Submittals and Final Report: Submittals are required for all materials to be utilized and/or installed and shall be in compliance with the specifications of the basic contract. All submittals shall be approved prior to commencement of work. Submittals shall include but not be limited to the following, task specific: Quality Control Plan, Hazard Analysis and Safety/Health Plan. See chart below for additional submittal requirements.

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

b) 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. The cover letter shall not be bound into the document.

c) Reproducible: All submittals shall be provided via DoD SAFE (https://safe.apps.mil/) in Microsoft Word or Adobe PDF format and in compliance with DOD Preparation of submittals and work plan.

d) Mailing Address: All Submittals shall be submitted via DoD SAFE (https://safe.apps.mil/) to the USACE to the address below:

ATTN: Contracting Officer’s Representative (COR) U.S. Army Corps of Engineers

Utah Resident Office 7227 6th St. Bldg. 366

HAFB, UT 84056

5.2.2 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 PWS, and the Technical specifications. 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.

Item No. Reference Section Description of Submittal or Sample

1. PWS Sec. 2.0, 4.1 Demolition, utility work, hot work, other permits, and licenses

2. Spec Sec. 01 32 01 Schedule

3. PWS Sec 3.1.5 Site Specific Demolition Work Plan

4. PWS Sec 5.1 Project Work Schedule

5. Spec Sec. 1 57 23 / PWS

Sec.

3.1.8

Storm Water Prevention & Protection Plan (SWPPP)

6. Spec Sec. 1 57 23 Environmental Protection Plan

7. Spec Sec. 01 57 19 / PWS 4.1.1

Waste Management and Diversion Plan

8. PWS 1.3, 3.1 Site Access/Egress and Security Plan

9. Spec Sec. 02 82 00, PWS

2.0, 3.1, 3.1.5, 3.2.2 Asbestos Abatement Work Plan

10. Spec Sec. 02 82 00, PWS 3.1, 3.2.2

Asbestos Transportation and Disposal Plan

11. Throughout PWS EM 385- 1-1

Competent Person Qualifications

12. PWS 3.1, 3.2.2 Hazardous Materials Removal and Disposal Plan

13. Spec Sec. 02 82 00 Contractors Asbestos License Information

14. Spec Sec. 02 82 00 Asbestos Waste Hauler

15. Spec Sec. 02 82 00, PWS

3.1/3.3.2 Asbestos Landfill Information

16. Spec Sec. 02 82 00 Asbestos Abatement Contractor Insurance

17. Throughout PWS Final Air Monitoring Tests/Results

18. Spec Sec. 1 45 00 / PWS

3.1.6 and EM 385-1-1

APP and Activity Hazard Analysis

19. Spec Sec. 1 45 00 / PWS.

3.1.7 and EM 385-1-1

Contractor Quality Control (QCP) Plan

20. See appendices As built locations

21. Throughout PWS Create list for review / Submit Project Reports

5.2.3 Document and Submittal List.

Submittals and Final Reports: Submittals are required for all materials to be utilized and/or installed and shall be in compliance with the specifications of this contract. All submittals shall be approved prior to commencement of work. Submittals shall include but not be limited to the following:

a) All submittals will require (1) electronic copy, minimum drawing size to be 11X17

b) As-built drawings: 1 set EA: D size and half size, and AutoCAD 2020 files

6.0 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, USACE Sacramento District. 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 ACO or COR prior to any contact with regulatory agencies.

7.0 INVOICING

All invoices shall be submitted via email format to USACE Utah Resident Office for technical review and payment.

Mailing address:

ATTN: Contracting Officer’s Representative (COR) U.S. Army Corps of Engineers

Utah Resident Office 7227 6th St. Bldg. 367

HAFB, UT 84056

Email to be provided post award

Receipt of Invoices: Same as above

8.0 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:

1) Any portions of the Drawings shall hold precedence followed by the PWS/QASP and then Technical specifications.

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

a) Any portion of the accepted proposal that exceeds the accepted work plan

b) Any portion of the accepted work plan that exceeds the accepted proposal

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

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

9.0 REFERENCES

9.1 Government Provided Project Documentation.

a) As-built drawings.

b) Site layout drawings.

9.2 All applicable Federal and State regulations. It shall be the contractor’s responsibility to adhere to all applicable federal and state regulations pertaining to the specific work site.

10.0 QUALITY ASSURANCE SURVEILLANCE PLAN (QASP)

10.1 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 does 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.

10.2 Government Quality Assurance: The Contracting Officer (KO) has overall responsibility for overseeing the Contractor’s performance. The COR shall monitor day-to-day contract compliance and administration. The COR shall be responsible for 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-to-day 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:

a) Inspection and review of all required documents and submittals.

b) Periodic inspection of work processes or output.

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

d) Customer feedback.

10.3 Performance Evaluation: Performance of services shall be evaluated to determine whether or not it meets the performance 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. Progress inspection reports shall be submitted as required. When the performance requirement is not met, a contract discrepancy report (CDR) shall be issued to the Contractor by the Contracting Officer. 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:

a) Issue a temporary work stoppage awaiting corrective action.

b) Withdrawal of work

c) Terminate the contract.

Performance Requirements Summary

Required Service Standards Method of surveillance

Preparation and submittal of all pre-project, documents, forms, permit requests, and notifications.

Permitting documentation, requests and notifications shall be performed by Contractor prior to start of work associated with those activities

Government inspection

Mobilization / demobilization and work site setup to include protection of land and water resources.

Plant, equipment, and laboratory are mobilized and demobilized on/off site.

Periodic progress inspection

Removal, capping, rerouting of all affected utilities, as specified.

Removal and construction of utilities to be performed as stated in Plans and specifications, meet all Federal, State, and local codes, and be identified on As-Built drawings

100 % inspection

Abatement and disposal of all ACM and other hazardous materials / items.

Site restoration to be performed as stated in Plans and specifications

100 % inspection

Demolition to include removal of all specified facilities, structures, buildings, interior equipment and machinery, conveyance systems, walkways, parking areas and their associated components.

Remove all infrastructures as noted in drawings and spec., leave only those items to be left in place and protected from demolition activities.

Periodic progress and final inspection

Debris disposal and diversion to include handling, transporting, and disposal means and methods. Recycle, and reuse debris materials per industry best practices to the maximum economic extent. Effort also includes tracking, reporting, and accounting for all debris material quantities and respective disposition method.

Follow good business practices and sustainability guidelines to dispose of materials in the most Environmentally sound and economically feasible manner.

Periodic progress and final inspection

Site-restoration and final cleanup to include backfilling of basements/ trenches/excavations, cleaning, fine grading, and seeding the site.

Site restoration to be performed as stated in Plans and specifications

Periodic progress and final inspection

Reporting to include weekly, monthly, and final reports.

Follow approved procedures for reporting in the Quality Control Plan (QCP) meet the requirements in this PWS.

Schedule weekly coordination meetings

Government review

Site-Specific Demolition Work Plan to include all required sections and sub-plans.

Proposed procedures and Activity Hazard Analysis (AHA) meet the requirements in this PWS and have been approved.

Government review

Waste Management and Diversion Plan to include types and quantities of debris, means and methods of disposal, and efforts to divert debris from landfills through recycling, salvaging, reuse, and other means.

Dispose of waste materials off site and restore site. Task includes submission of Manufacturer’s Data for materials and appurtenances to ensure requirements specified in the PWS are met.

Government review

Accident Prevention Plan to include Contractor Health and Safety Plan, work site safety performance and compliance.

Accident Prevention Plan with Activity Hazard Analysis appendix, have been approved.

Government review

Contractor’s Quality Control Plan.

Proposed procedures and Quality Control Plan (QCP) meet the requirements in this PWS and have been approved.

Government review

11.0 Attachments

1) Attachment 1: Civil Demolition Drawings/ Construction Haul Route

2) Attachment 2: Architectural Demolition/As Built Drawings

3) Attachment 3: Building 1411 Lead & Asbestos Survey

4) Attachment 4: Building 1432 Lead & Asbestos Survey

5) Attachment 5: HAFB Required Airfield and MSA seed mix

6) Attachment 6: Hill Air Force Base Facility Design Standard (12JAN24)

7) Attachment 7: Technical Specifications

8) Attachment 8: Fugitive Dust Control Plan

9) Attachment 9: HAFB Abatement Requirements