PWS_Demo_Facs_Phase_III_updated_04_March_2019.pdf

PERFORMANCE WORK STATEMENT (PWS)

FOR

XLWU 19-8603

DEMO HURRICANE DAMAGED FACILITIES

PHASE III

TYNDALL AIR FORCE BASE, FL.

04 March, 2019

1.0 INTRODUCTION

The work to be performed under this contract shall be performed under the general conditions of the Performance Work Statement. All listed facilities are located on Tyndall Air Force Base

(AFB).

2.0 SCOPE OF WORK

2.1 Scope and Applicable Documents

This PWS sets forth the requirements for Demolition of Hurricane Damaged Facilities Phase III, Tyndall AFB, Florida.

2.2 Description of Work

As part of the proposed effort on this contract, the Contractor shall implement the following tasks and meet the specifications for the completion of this project. The Contractor’s proposal shall include quantities and pricing for each line item needed as part of this PWS. Aerial Map & Photos have been enclosed as Appendix A. List of facilities for Phase II demolition is provided below.

Facility # Local Designation SF

Year Built

26 ACFT Shelter (Garage Door Closures Only) 6300 1974 83 ACFT WASHRACK (Structure Only) 11050 1961

TEMPORARY FW STORAGE/PILOT GYM (OG)

FIRE DEPT EXTINGUISHER SHOP 13423 1943

168 ACFT WASHRACK (Structure Only) 10747 1991

205 T-38 CONT MX/ TRANS ALERT 12447 1955

248 STORAGE 400 1981

310 NDI LAB 4000 1972

334 LRS PALLET STORAGE 3000 2013

371 PAVILION @ BLDG 370 382 2007

375 LRS MOBILITY STORAGE 11144 1986

419 CES STORAGE 600 1978

421 CE ADMIN / SHOP CE COMPLEX 37897 1969

422 FREON RECOVERY 614 1972

427 SFS MOBILITY WAREHOUSE 6300 1992

451 CE MATERIALS STORAGE 1482 1978

453 HIGH VOLTAGE SHOP 3008 1943

470 USACE 7345 1943

529 STORAGE 224 1943

532 AAFES FAST FOOD 3120 1943

580 MXS ADMIN/OPS 10086 1943

OVERHEAD PROTECTION FOR AIREY GATE

HOUSE 3685 2017

645 PATIO (CONS) 776 1990

651 PAVILION BEHIND BLDG 649 400 2006

726 COVERED SHELTER 880 1992

731 PAVILION - EOD 480 1984

735 GATE HOUSE - LOUISIANA SOUTH 48 1989

802 LATRINE - ACADEMY FIELD 600 1984

POST OFFICE/BITC/DRUG DEMAND

TESTING/ALTERNATE COMMAND POST 8960 1943

1045 PAVILION NORTH OF B1046 440 1993

1131 MWR STORAGE FEDERAL FIELD 1530 1998

1246 FIRING RANGE RESTROOM 320 1997

1259 FIRING RANGE (to include Latrine) 17360 1960

1260 FORESTRY 4019 1966

1333 PATIO (LODGING OFFICE) 520 1990

1404 MENTAL HEALTH CLINIC 7005 1972

1467 TEMP CUSTODIAL/BASE STORAGE 4000 1986

1479 EMERGEN BLDG BASE LMR 300 1993

1618 ROTC OBSTACLE COURSE 0 1998

1707 WASTEWATER SHOP 800 1994

1820 PAVILION @ 1800 AREA 270 2001

2691 DIVE CLUB 1555 1990

2698 RESTROOM 130 2016

2699 YACHT CLUB 4604 1973

3218 CONCESSION/LATRINE 200 1960

5020 PAVILIONS BONITA BAY 4293 1983

5025 DRONE BOAT MX SHOP 3268 1971

5026 DRONE BOATS MAINT/STORAGE SHOP 720 1993

2.2.1 General Description of Project

The facilities will require complete demolition and site restoration. Contractor shall submit required environmental permits. Contractor will test and abate all facilities as required to ensure the debris is disposed of properly. All facilities require a 10 day state notification to be completed by the contractor to include the status of Asbestos or Lead Base Paint abatement if required. Note* Coordination of testing and 10 day notice should go through Base Environmental. Work to be completed includes the following:

a. Whole building demolition for B26 (Garage door structures only), B83 (Structure only concrete foundation remains), B168 (Structure only concrete foundation remains), B248, B371(Structure only concrete foundation remains), B419, , B453, B470, B529, B631, B645, B651, B726, B731, B735, B802, B822, B1045, B1246, B1259, B1260, B1333, B1404, B1467, B1479, B1618, B1707, B1820, B2691, B2698, B2699, B3218, B5020.

Demolition of the whole building with no concern for any building element, component, or material type being demolished. Removal of building structures and building debris material (Metal, CMU Block, Wood, etc.). Demolition can be accomplished with large pieces of construction equipment that break up the structure, load it into trucks and haul to disposal site. Metal to be recycled, funding from recycled metal will go back to the government.

b. Partial demolition for (B131, B205, B310, B334, B375, B421, B422, B427, B451, B532, B580, B1131, B3218, B5025, B5026): Contractor will test and abate all facilities as required to ensure the debris is disposed of properly. All facilities require a 10 day state notification to be completed by the contractor to include the status of Asbestos or Lead Base Paint abatement if required. Note* Coordination of testing and 10 day notice should go through Base Environmental. Partial demolition to be performed to allow the contractor to safely remove HAZMAT, equipment and material identified by the government during pre-demolition meeting prior to completing demolition. Strict coordination will be needed between the contractor and 325 CES to ensure the facilities are cleared for complete demolition. Once all hazmat and identified materials are removed from the facility, by the Facility Manager/Contractor the building will be deemed clear by government representative for complete demolished and removed per above statement (2.2.1 a.). All material not identified by the GOV will be considered part of the demolition.

c. Demolition of below grade slab/concrete foundation: Include foundation walls, grade beams, and slab on grade. Include sidewalks leading directly to the facility. Concrete slab/foundations only can be treated as class 4 construction waste. If concrete is going to be recycled it must be tested prior to recycling.

The below listed facilities require soil testing due to the surrounding area:

B26 - N/E corner is Installation Restoration Program (IRP) Site SS515. Shallow groundwater has State of FL exceedances of Isopropylbenzene and naphthalene.

B83 - is on IRP Site SS015. Soil beneath the wash rack has exceedances of petroleum hydrocarbons. Shallow groundwater has exceedances of aluminum, iron, B131 - is on IRP Site SS026. Soils in close proximity have exceedances of polycyclic aromatic hydrocarbons (PAHs). Shallow groundwater has exceedances of aluminum, iron, and volatile organic compounds (VOCs) – 1,2,4-trimethylbenzene, benzene, toluene, xylenes.

B168 - is on IRP Site SS015. Soil beneath the wash rack has exceedances of petroleum hydrocarbons. Shallow groundwater has exceedances of aluminum, iron B205 - straddles the boundaries of IRP Sites SS026 and OW217. Shallow groundwater is possibly impacted with aluminum, iron, and lead.

B529 - Is on IRP site SS026. Shallow groundwater has potential impacts of benzene, trichloroethylene, aluminum, iron, and manganese.

B532 - Is on IRP Site SS026. Soil has exceedances of PAHs and petroleum hydrocarbons. Shallow groundwater has exceedances of PAHs, aluminum, iron, and arsenic B580 - Is on IRP Site SS026. Shallow groundwater has possible exceedances of pesticides (dieldrin, and DDD) and xylenes B1260 - Is on IRP Site SR170. Shallow soils are impacted with arsenic, antimony, lead, and PAHs.

B1333 - Shallow groundwater is impacted by arsenic from the Gulf Power Substation.

• Groundwater monitoring wells are present near the project areas. Construction activities shall avoid damaging or disturbing any monitoring wells and shall protect wells from the introduction of contaminants (mud/dirt or PVC glue introduced/caps or plugs removed/risers compromised)) and signage that may be located in the construction area. Cost to sample, repair and/or replace damaged wells and signs, as a result of construction, shall be incurred by the construction project. If wells must be eliminated, they shall be abandoned properly (and/or replacements installed) and surveyed by a Florida licensed water well driller.

• Soils shall remain near the point of excavation. If soil must be removed off-site, it shall be tested for contaminants prior to removal for reuse or disposal. Consult with AFCEC/CZO and 325 CES Hazardous Waste Program Manager prior to testing. Waste materials must be tested for contaminants and the results provided to AFCEC/CZO and the 325 CES Hazardous Waste Program Manager prior to any transportation for proper disposal at an authorized disposal facility. Copies of transportation and disposal documents (profiles, manifests, bills of lading) must be provided to AFCEC/CZO and the 325 CES Hazardous Waste Program Manager. The contractor is responsible for the sampling, proper handling, and disposal of any contaminated media. Utilize the services of a qualified environmental professional for sampling and testing.

• Any soils brought on-site and used for backfill shall be properly tested or certified clean (with appropriate documentation) to ensure that no contaminants are being applied on-site. The source of backfill shall be natural or virgin material (other than the operation of a borrow pit facility) and shall be in an area which has not previously been used for commercial or industrial activities. One soil sample will be collected from the borrow source and analyzed for the following parameters:

Volatile Organic Compounds (VOCs) per Method 8260 Semi-volatile Organic Compounds (SVOCs) [Base/Neutrals (e.g., PAHs, Pesticides, PCBs) and Acid Extractables (e.g., Phenols)] per Methods 8270/8081/8082

RCRA metals by Method 6020 Petroleum Residual Organics (by FL-PRO)

• Analytical results will be compared to the FDEP residential Soil Cleanup Target Levels to determine acceptability of the proposed material as clean fill.

• For any building slab/concrete, consult with the 325 CES Hazardous Waste Program Manager prior to removal for disposal or reuse to determine if testing is required.

• If dewatering is required, the contractor must be prepared to address permitting, handling, storage, characterization, treatment, and disposal of the potentially contaminated dewatering effluent. Prior to dewatering, consult with AFCEC/CZO and 325 CES/CEIEC.

• Any equipment that comes in contact with contaminated soils or groundwater shall be properly decontaminated before mobilizing to other contaminated or clean sites. Any decontaminated fluids must be collected and stored in 55-gallon drums, properly labeled and stored on pallets on site until sampled, tested, and disposed of at a proper disposal facility.

• Contractors must be made aware of the appropriate procedures if any contamination is encountered (i.e. suspicious odors, odd soil colors, unfamiliar liquids, buried materials, etc.) at the site. If these conditions are encountered, AFCEC/CZO and 325 CES/CEIEC must be contacted.

d. Disconnection and capping of building utilities (water, sewer, gas, electrical) are the contractor’s responsibility to coordinate with Government and local utility companies.

Transformer and lighting poles are privately owned (GCEC) so will not be part of scope.

e. Sorting scrap metal for recycling and haul to approve site.

f. Hauling of demo material and scrape metal to approved site.

• It is the responsibility of the contractor to fulfill its obligation under 29 CFR 1910.120, Occupational Safety and Health Administration Standards, Hazardous Waste Operations and Emergency Response, and address the health and safety of its employees associated with construction activities relative to this project.

g. Site restoration/establishment of turf and/or sod.

- If required the source of backfill shall be natural or virgin material (other than the operation of a borrow pit facility) and shall be in an area which has not previously been used for commercial or industrial activities. One soil sample will be collected from the borrow source and analyzed for the following parameters: Volatile Organic Compounds (VOCs) per Method 8260, Semi-volatile Organic Compounds (SVOCs) [Base/Neutrals (e.g., PAHs, Pesticides, PCBs) and Acid Extractables (e.g., Phenols)] per Methods 8270/8081/8082, RCRA metals by Method 6020, Petroleum Residual Organics (by FL-PRO), Analytical results will be compared to the FDEP residential Soil Cleanup Target Levels to determine acceptability of the proposed material as clean fill.

- Compact the backfill to a firmness approximately equal to that of the soil next to the trench in location outside the plane described by one (vertical) to two (horizontal) slope downward from the roadway shoulder point or the gutter line in accordance with Standard Plans, Index 120-001 or 120-002. Apply 125-9.2.1 when compacting side-drain pipe backfill under driveways serving a property that is not single residential lot.

2.2.2 Verification of Existing Conditions and Site Survey

The Contractor shall be solely responsible for verification and validation of existing conditions, coordination of existing conditions in parallel with proposed requirements, and above and below-grade condition assessment. Listed facilities were constructed as reinforced concrete building.

Building debris, due to hurricane damaged, are combination of concrete, wood, roofing material, metal, and miscellaneous building material.

2.2.3 Asbestos Containing Material (ACM) and Lead Based Paint (LBP) Debris The following facilities should be treated as ACM/LBP, tested and abated if possible (safe to enter) by the contractor. B131, B205, B248, B310, B375, B419, B421, B451, B453, B470, B529, B532, B580, B802, B822, B1259 LED, B1404, and B2699. If the facility cannot be abated the entire facility will be classified as ACM/LBP contaminated and sent to an authorized landfill with no recycling.

Air toxics regulations under the Clean Air Act specify work practices for asbestos to be followed during demolitions and renovations of all facilities, including, but not limited to, structures, installations, and buildings (excluding residential buildings that have four or fewer dwelling units). The regulations require a thorough inspection where the demolition or renovation operation will occur. The regulations require the owner or the operator of the renovation or demolition operation to notify the appropriate delegated entity (often a state agency) before any demolition, or before any renovations of buildings that contain a certain threshold amount of regulated asbestos-containing material. The rule requires work practice standards that control asbestos emissions. Work practices often involve removing all asbestos-containing materials, adequately wetting all regulated asbestos-containing materials, sealing the material in leak tight containers and disposing of the asbestos-containing waste material as expediently as practicable, as the regulation explains in greater detail.

These work practice standards are designed to minimize the release of asbestos fibers during building demolition or renovation, waste packaging, transportation and disposal.

The Asbestos NESHAP requires specific work practices to control the release of asbestos fibers.

To help ensure that the work practice standards of the Asbestos NESHAP are followed during a demolition or renovation operation, the asbestos NESHAP requires at least one onsite representative trained in the regulatory provisions and the means of compliance. This trained individual needs to receive refresher training every two years, including: applicability of the rule;

notifications; material identification; control procedures for removal; adequate wetting; local exhaust ventilation; negative pressure enclosures; glove-bag procedures; High Efficiency Particulate Air (HEPA) filters; waste disposal work practices; reporting and recordkeeping; and, asbestos hazards and worker protection.

1. Before disturbing piles of building debris, make sure that the piles have been “adequately wetted.” To “adequately wet" building debris means to sufficiently mix or penetrate the material with water to prevent the release of particulates. Wetting will reduce the possibility of releasing asbestos fibers along with other harmful particulates. If visible emissions are observed, then the material has not been adequately wetted.

2. Efforts should be made to minimize crushing or grinding building debris. Such volume reduction activities have the potential to release asbestos fibers that would have otherwise remained intact.

3. Building debris should not be open burned under any circumstances, including in open piles or in air curtain incinerators. The burning of building debris could release asbestos fibers as well as generate a variety of pollutants depending on the materials burned.

4. Building debris must be disposed of in authorized landfill. A copy of the Landfill Permit and a shipping manifest showing material disposed of at that site will be required for each building to be turned into Contracting Officer and Base Environmental.

2.2.4 Hazardous Waste

Certain mechanical equipment containing flammable liquids or ozone-depleting refrigerants, electric lighting elements, communication equipment components, previously stored hazardous materials (oil, antifreeze, paint, etc.) and other building elements may contain hazardous waste that must be removed as hazardous waste before the building can be demolished. These items should be identified 10 working days before the start of the demolition by the contractor. The contractor will be responsible for removing the hazardous material and staging on site. If containers are compromised the contractor will dispose of as hazardous waste containers.

The Government (Alutiiq) shall reclaim the refrigerant from any existing chillers, store in approved containers for future use elsewhere or as designated by Contracting Officer.

2.3 Work Phase

Upon the approval of the Contracting Officer (CO), the Contractor may commence onsite demolition activities. The Contractor shall complete the work as described in the subsection below.

2.3.1 On-Site Field Oversight

The Contractor shall provide the manpower, equipment, material, services, and transportation necessary to ensure oversight services throughout accomplishment of this contract. It is the responsibility of the Contractor to establish and maintain open communications between the CO and Contracting Officer’s Representative (COR) with accomplishment of this contract.

3.0 GENERAL REQUIREMENTS

3.1 Qualified Personnel

The Contractor shall ensure that only qualified, competent personnel carry out the tasks outlined in this PWS. Competent is defined as registered professional or, where registration is not applicable, trained, and/or certified in their respective field. Exceptions are administrative and support personnel who participate in document publication.

3.2 Air Force Property

Air Force equipment/material property will be removed by the Government or by others prior to start of demolition contract.

3.2.1 Scrap Metal Recycling

The contractor shall sort/collect scrap metal for recycling prior to haul-off. The contractor shall utilize the current Base Recycling contract. The contractor shall deliver the scrap metal material to the Base Recycling Contracted location. Contractor would turn in the invoices to Contracting Officer for the reporting requirement of Base Recycling Program.

Base Recycling Contract Location: Emerald Coast Recycling/DBA Lewis Metals

2312 Industrial Drive Panama City, Florida 32405 Office Phone: 850 769-1336

3.3 Demolition Requirements

3.3.1 The All construction work that is specified under this contract shall comply with applicable federal, state, and local statutes/standards; Air Force Standards, military instructions, manuals, handbooks, regulations, guidance, and policy letters; Tyndall Air Force Base Safety, Environmental Protection Regulations and Codes; Unified Facilities Guide Specification (UFGS) Codes; American Society for Testing and Materials (ASTM); National Fire Protection Association (NFPA); National Electrical Code (NEC), International Building Code (IBC), and International Mechanical Code (IMC). It is the Contractor’s responsibility to identify and comply with all applicable requirements for building demolition, debris removal and disposal.

3.3.1.1 A 10 day notification for all facilities is required to be turned into the FDEP prior any work being started.

3.3.1.2 Storm water drains should be secured during demolition to ensure no contaminants are introduced to the storm water runoff. After construction is completed surrounding area should be graded to accommodate the drains. Sod and silt fencing should be installed to limit any runoff from loose soil.

3.3.2 Any damage to grounds, infrastructure, utilities, communication network, etc., that are not part of this demolition shall be restored to pre-existing conditions at no cost to the Government.

3.3.3 Requirements include efficient management of this contract including accurate, on-time submittals of contract deliverables and timely identification and solution of impediments to successful project execution. The Contractor shall be responsible for all subcontracted work, resolution of issues and successful execution of this contract.

3.3.4 This work includes furnishing all labor, materials, transportation, tools, equipment, and supervision needed to satisfy this requirement. All work shall be accomplished in strict accordance with the requirements and specifications and subject to the terms and conditions of the contract and this PWS. The Contractor shall field verify pre-existing conditions.

3.3.5 The Contractor shall provide archaeological monitoring for all ground-disturbing activities, including, but not limited to, removal of below grade slab/concrete foundation, sidewalks and other associated pavement, and underground utilities. The archaeological monitor must meet professional standards, as defined by the Secretary of the Interior and the State of Florida, and all work shall be conducted to meet these standards. The Contractor shall provide a letter report and associated state forms, as defined by Module 3 of the Florida Division of Historic Resources guidance, to 325 CES after completion of the monitoring. Any artifacts, archaeological deposits, or cultural resources materials collected by the Contractor as part of the monitoring are the property of the U.S. Air Force, and shall be submitted to 325 CES at completion of the project. Collected materials shall be prepared for curation to meet standards, as defined by the Eglin AFB repository and 36 CFR 79.

All ground-disturbing work shall cease and 325 CES shall be contacted if human remains, archaeological deposits, or paleontological remains are encountered at any point during the project.

3.3.6 The Contractor shall invite the COR representative, Base Civil Engineer (BCE) representatives, CO and any other organizations interested in advance, to participate in all acceptance inspections. The COR will coordinate the final acceptance inspection with the Contractor.

3.3.7 Mandatory changes are identified by the COR and issued to the Contractor by the CO, when actual conditions found onsite are not compatible with the contract documents;

obvious technical errors or omissions in the contract documents are the responsibility of the Contractor and shall be corrected at their expense.

4.0 GOVERNMENT FURNISHED ITEMS

The following is a list of specific items of support that the Base CE will provide:

4.1 AF FORM 103

The Base CE will assist the Contractor with efforts to fully complete the Base Civil Engineering Work Clearance Request (AF Form 103). It is the responsibility of the Contractor to route the form to each department for signature. It is the Contractor’s responsibility to have a complete approved AF Form 103 prior to beginning any construction activities including clearing, grubbing, exploratory geophysical work, etc. Contractor is responsible for coordinating utility disconnections with Base and Privatized Companies (TECO Gas, Media Comm, GCEC, ect.).

FM-103 Dig permit has all contact information.

4.2 Kickoff Meeting

The Base CE will host a Kickoff meeting to advise and coordinate on local procedures, safety and security requirements, and project coordination activities.

4.3 Base Requirements

4.3.1 The following is a list of specific items of support that 325 CES will provide:

4.3.1.1 325 CES will identify a location on the jobsite, or in a Base Contractor staging area, where the Contractor may deliver non-hazardous materials within the installation.

4.3.1.2. 325 CES will provide the Contractor access to existing engineering plans, drawings, diagrams, aerial photographs, digitized map files, etc., to facilitate evaluation of the site(s), as needed or requested. Contractor shall be required to make his own field investigations to verify dimensions and other information shown on government furnished reference drawings. The Government cannot verify the accuracy of the drawings.

4.3.1.3. 325 CES will provide a water source were available, most locations have a Fire Hydrant to use as an available source. (NOTE to use the hydrant the contractor will need a fire hose, backflow preventer and valve to turn line off/on after backflow preventer). If water is not available contractor will need to provide a source to deliver water (truck/trailer).

Truck/trailer may be filled from a hydrant on base.

4.3.2 325 CES will advise the Contractor of the location and processes to obtain the following as needed:

a. Information on base fire prevention hot work permits required.

b. Access to any utilities (electrical, water, sewer, phone, etc.).

c. Security escorts for work in restricted areas.

d. A set of keys to locks as necessary.

e. Forms to track Hazardous Materials (HAZMATs) brought onto the base.

f. Form 103 Dig Permit/work clearance.

4.3.3 Contracting Officer will advise the Contractor of the location and processes to obtain

Personnel identification badges, vehicle passes, and/or entry permits.

5.0 FINAL INSPECTION

The Contractor shall conduct a final inspection with base personnel and publish the findings in a final inspection report. At the final inspection, the Contractor shall present a completed DD Form 1354, Transfer and Acceptance of Real Property to the BCE or other appropriate organization for signature and acceptance, if required.

6.0 PERIOD OF PERFORMANCE – 120 DAYS

6.1. Tyndall AFB observes the following Federal Legal Holidays;

New Years Day 1 Jan Martin Luther King Birthday Third Monday in Jan Presidents Day Third Monday in Feb

Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in Sep Columbus Day Second Monday in Oct Veterans Day Second Monday in Nov Thanksgiving Day Fourth Thursday in Nov Christmas Day 25 Dec

6.2 The normal duty hours of the facility are from 6:00 AM to 5:00 PM, Monday thru Friday excluding Federal Holidays. All work shall be performed during normal duty hours. All other hours to include weekend and holidays shall be requested through the CO for approval. This request shall be submitted no less than three (3) workdays prior to the time requested.

7.0 CONTRACT ADMINISTRATION / POINTS OF CONTACT

Contracting Officer (CO), the term used herein, does not include any representative not acting within the scope of his/her authority. Notwithstanding any of the provisions of this contract, the CO shall be the only individual authorized to in any way amend or modify the terms of this contract.

7.1. The Contracting Officer will be assigned upon contract award.

7.2. The Contracting Officer Representative will be assigned upon contract award.

7.3. Table of Deliverables: Project deliverables shall be as shown in the following table.

8.0 UTILITY CONSIDERATIONS

8.1 Permanently cap water services near a valve or connection point nearest the water main.

8.2 Permanently cap gas line near a valve or tee and depth required by code to minimize accidental breakage.

8.3 Permanently cap sewer services at the nearest manhole or gravity main. Cap any force mains or small individual pump stations, if applicable. According to Government records, there are no septic tanks or leaching fields attached to these facilities.

8.4 Permanently disconnect electrical service and remove all cables at the nearest transformer.

8.5 Coordinate utility outages and disconnect all utilities servicing the facility. Mediacom, Mid-Atlantic Broadband and Fairpoint Communications are not owned, operated or leased by the Government and coordination with these agencies is the responsibility of the contractor.

8.6 Dispose of all debris off of Tyndall AFB property at a State of Florida approved disposal site.