PWS Demolition Phase 8 - 5 March 2021.pdf

PERFORMANCE WORK STATEMENT (PWS)

for

XLWU 21-8601

DEMOLITION OF FACILITIES PHASE VIII

Tyndall AFB, FL 5 March 2021

1. INTRODUCTION

This Performance Work Statement (PWS) for Phase VIII of Tyndall AFB’s demolition process sets forth the requirements for the demolition of facilities that were damaged by the hurricane and are in the way of future construction, as well as the demolition of non-Earth items that conflict with the rebuild effort.

2. SCOPE OF WORK

2.1 Scope and Applicable Documents

The work to be performed under this contract shall be performed in strict compliance to this Performance Work Statement and its attached documentation (Appendices A through P). Any part of these documents that require clarity in the contractor’s opinion must be officially communicated to the Government via a request for information. Only official communication through 325 CONS shall be considered part of the scope, pre and post award.

2.1.1. Permits and Codes

Every facility shall require a safety plan, abatement and demo plan (these can be combined into one document but must contain all components detailed below), a Form 103, a 10-day FDEP notification, a waste manifest, a signed agreement with privatized utility, and a storm water pollution prevention plan, at a minimum. Details on each of these items are described within.

Contractor shall submit all required federal, state, local, and environmental permits; all costs associated with permits will be paid for by the contractor. All costs associated with any environmental sampling will be paid for by the contractor. It is the contractor’s responsibility to verify with all necessary regulatory agencies if any permits are required.

All construction work that is specified under this contract shall comply with applicable federal, state, local, and Tyndall statutes/standards. Compliance with the Environmental Protection Association; Occupational Safety and Health Administration (OSHA); Facilities Guide Specification (UFGS) Codes; American Society for Testing and Materials (ASTM); National Fire Protection Association (NFPA); National Electrical Code (NEC), Florida Department of Environmental Protection (FDEP) and Florida Administrative Code (FAC) is also required.

It is the Contractor’s responsibility to identify and comply with all applicable requirements for building demolition, debris removal, and disposal.

All work must comply with OSHA 29 Code of Federal Regulations (CFR) 1926; specifically, an Engineering Survey per 1926.850(a), Preparatory Operations, shall be required. It is the responsibility of the contractor to fulfill its obligation under 29 CFR 1910.120, Hazardous Waste Operations and Emergency Response, and address the health and safety of its employees associated with construction activities relative to this project.

2.2 Description of Work

As part of the proposed effort on this contract, the Contractor shall accomplish the tasks described below and meet all specifications required in order to complete the project. Contractor’s bid shall include quantities and pricing for the specific CLINs described below. General conditions, overhead, and profit shall be priced into each CLIN.

Scope encompasses three core efforts: (1) Demolition of facilities and their supporting foundation and infrastructure, (2) Clearing of asphalt or concrete pavement and other non-Earth materials within future MILCON sites, and (3) Demolition of abandoned utilities.

Appendix A contains the list of facilities to be demolished. Where discrepancies exist and more buildings than described on Appendix A are accidentally included in other appendices, Appendix A takes precedence. Appendix B contains a map of these facilities, outlined in red, and the outlines of areas under which non-Earth items must be removed to support future construction, in blue.

Appendices C and D contains maps of utilities that are currently active and abandoned, respectively, to the best knowledge of the Government; contractor must verify.

Facilities will be prioritized and scheduled based on dates provided by the Government, based on occupancy of facilities, equipment remaining in buildings, and future construction timelines. Dates in Appendix A are subject to change. Strict coordination with Government is required.

Superintendent or Project Manager must work directly with Contracting Officer (CO), CO Representative (COR), and Government project manager (PM) to ensure proper scheduling. See section 8.3 for more scheduling info. Based on the dates shown in Appendix A, you can see how the ‘clearing of sites’ for the second effort would follow a similar pattern of priority, just closer to construction NTP as Government is trying to mitigate storm water hazards between site turn over to the maximum extent possible. Multiple operational sites/crews are permissible for all three efforts but section 4.1 applies.

For the first effort, contractor shall read and comply with all notes in Appendix A for facility demolition. Available photos have been enclosed as Appendix E. Available drawings have been enclosed as Appendix F. Appendix G contains the base information catalogue about pumps and fire suppression. It is contractor responsibility to verify accuracy of these appendices. Appendix H contains surveys for hazardous materials and soils. All buildings in Appendix A marked ‘yes’ under “surveyed” shall be included in Appendix H; if discrepancies are found or surveys are not included, contractor shall ask about missing information on the RFIs during solicitation. Individual requirements specified in 2.2.1 and in Appendix A are to be completed and included in each building CLIN. Bids shall be priced per building, with each building having a separate cost for superstructure and substructure so that if changes are required post-award, Government has a reference for how much each portion of the effort cost, Attachment 1. Superstructure is defined as the part of a facility above its foundations; any work which is required to demo the bldg./facility itself shall be included in this cost, including abatement if necessary, disposal of hazardous waste, and all other above ground efforts marked in section 2.2.1 below. The substructure is defined as the underground demolition required in section 2.2.1 below, including the removal of foundations and utilities within 10 ft of the footprint. Note that in Appendix A, some buildings are already marked as “retain slab” and that is the expectation once construction starts, but both portions should still be bid for government flexibility. Bids shall not include equipment found at site visit for salvage as Government property will be removed up until the date of demolition

For the second effort, following demolition of facilities, contractor will clear sites outlined in aerial map in Appendix B; they are denoted in blue hatch. The blue buffers shown are 95% accurate but are subject to change, however the scope will not exceed the quantity described. Work will include demolition of all non-Earth items, including but not limited to asphalt or concrete pavement, abandoned utility lines, sidewalks, curbs, curb stops, and medians, found within boundaries shown.

Non earth items which are not pavement but will be taken away in this second effort will be removed as lump sums from this CLIN. Utilities removed under this effort will be charged against the utility CLINs described below. Pavement will be demoed down to base course (gravel) layer.

Appendix I contains the Tyndall pavement report for current type and conditions; Appendix Q contains the TAFB Pavement Survey Report and Zone 4 Geotechnical Reports which show thickness. Following demo, ground will be temporarily stabilized via hay, geotext, a couple inches of fill, or other measures to keep the site from eroding away, while maintain silt fencing. Different sites will require different methods of stabilization Site will be stabilized and maintained until turned over to the MILCON contractor. In some areas, as long as scheduling lines up, no stabilization will be required at all, except for silt fencing to protect the barrier. Two CLINs shall be priced as not to exceed 1,000,000 SF of asphalt and 1,000,000 SF of concrete; a unit price (per SF) for each shall also be provided. Another CLIN shall be included as not to exceed 25,000 compact CY of fill with the unit cost included. Contractor shall be responsible for keeping track of quantity completed and will submit with progress reports each week for by the COR. COR will monitor stabilization efforts. Demolition of airfield concrete will not be required. Contractor shall bill these CLINs for the actual quantity of material demo’d/removed. Contractor shall notify the Contracting Officer when either of these CLINS are billed at 75% of the not to exceed amount.

For the third effort, contractor will remove the rest of the abandoned lines removed during the first and second efforts back to their nearest active point as well as existing abandoned lines shown in map in the path of demolition. There shall be three CLINS priced as not to exceed 25,000 LF of water/sewer lines, 25,000 LF of electric/comm lines, and 12,500 LF of gas lines. Prior to the utility removal under this effort, the contractor will request the depth and size for each utility being removed through the AF 103 process. Once provided, the contractor will submit a proposal for the removal of the utilities to the CO for approval. The funding for this effort will come from the respective not to exceed CLIN. The Government will be de-scoping at end of contract whatever amount remains below this maximum. Contractor shall be responsible for keeping track of quantity completed and will submit with progress reports each week. Contractor shall not complete demolition of any storm drainage systems. Contractor shall bill these CLINs for the actual amount of work performed. Contractor shall notify the Contracting Officer when either of these CLINS are billed at 75% of the not to exceed amount.

For example, this contract requires the demolition of B246. On the first effort, the building, ancillary facility items like dumpster guards and signage, debris within 25 ft, sidewalks and driveways leading directly to the facility, the slab and foundations and utilities within 10 ft of the footprint shall all be removed. The lines going to B246 will be abandoned for its demo. During the second effort, these lines will be removed where they fall in blue-outlined sites. For the third effort, it will be removed back to the point of disconnection. If the disconnected line connects to another disconnected line, either shown on the map or found in the ground during the process, it will be brought up to the COR and then most likely removed as well.

Work to be performed shall be in accordance with programmatic EA completed to support Tyndall rebuild and 813s approved by environmental. These documents explicitly describe certain requirements for certain buildings to be safe and in compliance. This package is Appendix J.

2.2.1 Procedures

The facilities will require complete demolition and site restoration. Strict coordination will be needed between the contractor and 325 CES to ensure the facilities are cleared for complete demolition. Government turn over for each building and site will be at different times and dictated by the CO, COR, and PM.

Contractor will abate asbestos containing material prior to demolition. A 10-day notification form must be submitted to the Florida Department of Environmental Protection. Copies of the 10-day notifications shall be provided to the 325 CES Asbestos Program Manager. Abatement contractor must be licensed in the state of Florida; see 2.2.3 for more info.

Work to be completed includes the following:

a. Mobilization and demobilization of all labor, materials, and equipment required to complete the work described in this PWS. Mobilization and demobilization will include the initial delivery / final removal of equipment and materials to/from Tyndall AFB needed to perform the work and the relocating of equipment and materials between sites/facilities on base.

b. Safe removal of HAZMAT, equipment, regulated materials (ORMs) and materials identified by the Government prior to demolition. Once all HAZMAT and identified materials are removed from the facility, the building will be deemed clear by Government representative for complete demolition. All material not identified by the Government shall be considered part of the demolition.

c. Removal of refrigerant (FREON); contractor shall salvage or properly dispose.

d. Contractor shall inspect buildings for electronic waste one week prior to demo start and if any is found must contact the Comm Focal Point at 850-283-4896.

e. Disconnection and capping of building utilities; see section 8 for further instruction. This includes coordination with and payment to privatized utility (UP) companies. Contractor shall sign Memorandum of Agreement in Appendix K, and Connection Charge Agreements, the details of which will be worked out between your company and the UP companies during contract.

f. Abatement of asbestos containing materials, lead based paint, and other regulated materials; further instruction below.

g. Unless otherwise noted, demolition of the whole building is to be performed with no concern for any building element, component, or material type being demolished followed by removal of building structures and building debris material (Metal, CMU Block, Wood, etc.). Demolition and removal can be accomplished with large pieces of construction equipment that break up the structure, loaded into trucks and hauled to disposal site. As noted in the appendix, demolition will include items that support the facility, such as an underground tank.

h. Unless otherwise noted, demolition of below grade slab/concrete foundation including but not limited to foundation walls, grade beams, and slab on grade. Sidewalks and driveways leading directly to the facility must also be removed. As required in Appendix J, demolition of ground disturbing activities in areas required by SHPO must be monitored by an archaeologist certified in the state of FL.

i. If concrete is to be recycled testing is required to ensure it is free of asbestos containing material (ACM) and other contaminants by passing a Full Toxicity Characteristic Leaching Procedure (TCLP). If concrete is tested and it is contaminant free it may be recycled by the contractor. The tonnage of concrete recycled shall be reported to 325 CES/CEIEC.

j. Demolition of all non-Earth within 10 ft of the edge of the building footprint, including but not limited to: pavement and utility lines.

k. Removal of natural and man-made debris within 25 ft of edge of demolished area, including but not limited to: stumps, downed trees, roots, root-balls, other damaged vegetative material, and facility remnants. Contractor shall price for thirty total cubic yards of debris, divided evenly amongst all superstructure CLINs.

l. Removal of facility-related items within 100 ft of edge of demolished area, including but not limited to: dumpster pads, bollards, and signage. Contractor shall assume every facility has one stainless steel, 3 ft x 5 ft sign with steel supports. Dumpster barriers shall not exceed ten cubic yards in total and other facility related items shall not exceed thirty cubic yards.

m. Sorting of scrap metal for recycling and hauling to approved site. Proceeds from recycled metal will go back to the Government; more info below.

n. Hauling of all types of materials to approved sites.

o. Certain buildings lie in contaminated sites as designated by the Environmental Restoration

Program in Appendix J. Contractor shall abide by the guidelines listed in section 2.2.7 on ERP sites, and maintain a safe work environment for employees and base personnel.

p. Once the demolition of all facilities, infrastructure, slab, foundations, and related assets is complete, the sites will be restored in place using the existing soil displaced by demo.

Whatever excess soil remains when contracted grade is reached must be properly characterized with a Hazardous Waste Determination. Excess soil can be disposed or recycled. If recycled it must be certified clean; otherwise, the excess soil must be disposed of in accordance with all federal and state disposal requirements. If on a contaminated site, the Hazardous Waste Determination requires a TCLP. If not on a contaminated site, the Hazardous Waste Determination may be knowledge-based using surveys in Government possession, or testing where surveys do not exist. Further sampling may be required depending on the requirements of the facility where the soil will be disposed. Soil displaced by each site demo must remain and be reused on site/in situ/in place and cannot be relocated or reused without certifying clean. HazWaste Determinations will be compiled and submitted.

q. Maintaining proper procedures, including but not limited to:

• Groundwater monitoring wells are present near the project areas. Construction activities shall avoid damaging or disturbing any monitoring wells and signage that may be located in the construction area. Construction activities shall protect wells from the introduction of contaminants (mud/dirt or PVC glue introduced/caps or plugs removed/risers compromised). 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.

Monitoring Wells are shown in Appendix L.

• 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

Resource conservation and Recovery Act (RCRA) metals by Method 6020 Petroleum Residual Organics (by FL-PRO)

• Analytical results will be compared to the Florida Department of Environmental Protection (FDEP) residential Soil Cleanup Target Levels to determine acceptability of the proposed material as clean fill.

• 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 IAW Tyndall’s Hazardous Waste Management Plan.

• 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.

r. Restoration of site and establishment of turf/sod.

• Restore site in accordance with UFGS.

• 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.

• Backfill shall be a clean sandy soil, certified SW or SP-type

• 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.

• Level site for proper drainage

• Sod or drillseed with Pensacola or Argentine Bahia grass on the flightline, general bahia grass and hydroseeding is permitted on the support side

• Grass must be established for site to be considered complete; there will be no areas of bare Earth remaining

q. Finished grade level will be subject to approval by the government.

2.2.2 Stormwater Pollution Prevention

A Construction Generic Permit (CGP)/Notice of Intent (NOI) under the FDEP’s NPDES stormwater program will be required where soil disturbance exceeds 1 acre. This is separate from the Environmental Resource Permit (ERP) required under PART IV, Chapter 373, F.S., a stormwater discharge permit required under Chapter 62-25, FAC, or any local Government’s stormwater discharge permit for construction activity. Where the removal of utility lines crosses regulated surface water (open ditches/swales) a General Permit will be required under 62-330.453 of the FAC. All permit applications must be reviewed by CEIEC and signed by the 325th CES Commander prior to submittal.

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

The contractor shall provide a Stormwater Pollution Prevention Plan (SWPPP) in accordance with the FDEP/EPA standards, particularly UFC 3-201-01 and ERL14-1. The FDEP has generated a template to be used at (https://floridadep.gov/sites/default/files/ConstructionSWPPP.pdf).

Work specific Best Management Practices (BMPs) shall be implemented prior to construction activities and maintained at all times during construction to prevent siltation and turbid discharges.

Identify and cover Stormwater structures using protection devices before performing any work.

The BMP’s are to be installed along the perimeter of all work areas to prevent the displacement of fill material outside the work area into surface waters, stormwater inlets, etc. Immediately after completion of the final grading of the land surface, all slopes, land surfaces, and filled areas shall be stabilized using approved sod, seeding, degradable mats, staked hay bales, staked filter cloth, barriers, turbidity screens, or a combination of similar stabilizing materials to prevent erosion. The erosion control measures shall remain in place and be maintained until all authorized work is completed and the work areas are stabilized and verified by USAF personnel.

https://floridadep.gov/sites/default/files/ConstructionSWPPP.pdf

There shall be no storage or stockpiling of tools, materials (i.e. lumber, pilings, debris) within wetlands, ditches, swales, or elsewhere within waters of the state. All stormwater conveyance structures shall remain in operable condition and shall not be allowed to deteriorate or otherwise contribute to a water quality violation. Construction activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards.

2.2.3 Asbestos Containing Material (ACM) and Lead Based Paint (LBP) Debris All facilities will be abated if possible (safe to enter) by the contractor. If areas cannot be accessed for abatement within the facility the areas unable to be abated will be classified as ACM/LBP contaminated and sent to an authorized landfill. LBP waste shall be managed IAW Hazardous Waste disposal procedures, see 2.2.4. Available surveys are included in Appendix H. Some facilities which do not have surveys shall be surveyed and, abated if necessary, by the contractor, and this cost shall be included in the superstructure CLIN for the facility. This is denoted in Appendix A, column G. The facilities which do not require surveys have their requirements listed.

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 a State of Florida Licensed Abatement Contractor onsite during the abatement of asbestos containing material. 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 shall 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 shall 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 Archaeological Monitoring

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.

2.2.5 Hazardous Waste

The Contractor shall identify, characterize, store and dispose of any hazardous waste generated during work in strict accordance with Federal, State and Air Force guidelines found in the Code of Federal Regulations and Florida’s Administrative Code.

The contractor shall comply with all provisions of 40 CFR 260 through 281 regarding the determination, generation, storage, and disposal of hazardous waste. The contractor shall stop all work in the event 325 CES/CEIE identifies noncompliance with federal and state regulations and shall correct any discrepancies immediately within 2 hours of notification. All hazardous waste shall be labeled and an inventory management system will be initiated to ensure timely removal and proper disposal. Hazardous wastes will not be accumulated in excess of 55 gallons “at or near” the point in which the waste is generated. No on-base disposal will be allowed. All drums will be labeled with a hazardous waste label. The label shall include the proper DOT shipping name, UN or NA, EPA waste number, generator information, and accumulation start date. The label shall be placed on the side of the drum. All drums used to store hazardous waste shall be non-leaking and safe to handle. Contractor shall be responsible for over packing drums that are rusted, dented, or leaking. Drums and/or over-packs shall be provided by the contractor. All drums shall be "new" DOT approved containers.

Hazardous waste transportation and disposal shall be coordinated through 325 CES/CEIE. The contractor shall be responsible for transportation and disposal of all hazardous waste at an EPA approved treatment, storage, disposal facility (TSDF). The transportation and disposal facilities shall be approved by 325 CES/CEIE prior to their use. Profiles and Manifests shall be signed only by 325 CES/CEIE. Drums shall be disposed of within 90 days of placing the first drop in the container.

2.2.6 Solid Waste

The contractor is responsible for the disposal of solid waste generated for this project and must be managed in accordance with AFI 32-7002 and the Tyndall AFB Installation Solid Waste Management Plan.

2.2.7 Hazardous Materials

All contractors and subcontractors must submit the TAFB Forms 81, 82, and 83, along with Safety Data Sheets (SDSs) prior to bringing chemicals onto TAFB. The Contractor shall submit TAFB Form 81 (Contractor Questionnaire) and TAFB Form 82 (Chemical Inventory) and SDSs 7-10 days prior to start of work. A hazardous materials authorization letter must be issued by the 325 CES/CEIEC prior to any chemicals being used on the installation. The contractor must submit TAFB Form 83 at the completion of the project. If the project duration is longer than 30 days, the contractor must submit the TAFB Form 83 on a monthly basis until the project is complete.

2.2.8 ERP Site Work Guidelines

Projects within ERP study areas shall be conducted within the following guidelines. To the extent these guidelines conflict with provisions contained within the contract, PWS, or approved work plans, those documents control.

1. 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.

2. Contaminated soil from excavation or construction activities may be temporarily moved within the ERP study area, as long as it is subsequently redeposited in the same excavated area. Soils shall be staged on visqueen and shall not leave that ERP study area. Best management practices shall be utilized to prevent spreading contamination into previously uncontaminated or less contaminated areas within the ERP study area. If soils are to be removed for disposal from the site, they shall be tested prior to disposal or reuse.

3. For disposal, waste soils must be tested utilizing the TCLP and the results provided to AFCEC/CZOE and the 325 CES Hazardous Waste Program Manager prior to any transportation for proper disposal at an authorized disposal facility or may be conservatively handled as hazardous waste in accordance with appropriate hazardous waste laws and regulations if approved by AFCEC/CZOE and the 325 CES Hazardous Waste Program Manager or required by the contract or statement of work. Copies of transportation and disposal documents (profiles, manifests, bills of lading) must be provided to AFCEC/CZOE and the 325 CES Hazardous Waste Program Manager. The contractor is responsible for the sampling, profiling, proper handling, and disposal of any contaminated media. Utilize the services of a qualified environmental professional for sampling and testing.

4. In order to remove soils from an ERP study area (from an area within the study area, but not known to be contaminated) and reuse those soils as fill in an area other than same excavated area from which the soils were removed, soils shall be staged in stockpiles of 400 CY, and sampled and analyzed for the same parameters identified in Section 7 below.

One composite sample of eight aliquots will be collected from each 400 CY stockpile.

Analytical results will be compared to the FDEP residential Soil Cleanup Target Levels to determine acceptability of the proposed material for reuse anywhere on base. Analytical results will be compared to the FDEP industrial Soil Cleanup Target Levels to determine acceptability of the proposed material for reuse along the flightline. Utilize the services of a qualified environmental professional for sampling and testing.

5. Documentation of any sampling and testing results, contaminated soil excavation volumes/depths/delineation, and reuse or disposal actions shall be provided in a summary report to AFCEC/CZOE and 325 CES/CEIEC.

6. 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)) that may be located in the construction area. Cost to sample, repair and/or replace damaged wells, 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.

Monitoring well abandonment or installation documentation shall be provided to AFCEC/CZOE. Placement of replacement wells will require coordination with EPA, FDEP, and AFCEC/CZOE.

7. 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. If the soils to be used for backfill are not certified clean with appropriate documentation, testing of the soils shall be required and must include at least one (1) soil sample 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.

8. Contractors must be made aware of the appropriate procedures if any contamination is encountered (i.e. suspicious odors, fuel smells, soil staining, odd soil colors, unfamiliar liquids, buried materials, etc.) at the site. If these conditions are encountered, AFCEC/CZOE and 325 CES/CEIEC must be contacted. If discovered, these soils shall be separated, stockpiled on, and covered with visqueen until properly tested/disposed.

9. If dewatering is required, the contractor must be prepared to address permitting, handling, storage, characterization, treatment, and disposal of any potentially contaminated dewatering effluent. Dewatering within a groundwater plume may be allowed as long as effluent is allowed to percolate back into the known plume areas (if available).

10. Any equipment that comes in contact with contaminated soils or groundwater shall be properly decontaminated before mobilizing off-site. Any decontaminated fluids must be collected and stored in 55-gallon drums, properly labeled and stored in the manner and not to exceed the time requirements of RCRA and applicable laws on pallets on site until sampled, tested, and disposed of at a proper disposal facility.

11. Any PFOA/PFOS waste shall be handled in accordance with Air Force Guidance Memorandum 2019-32-01 (Air Force Guidance Memorandum Establishing Aqueous Film Forming Foam [AFFF]-Related Waste Management Implementation Guidance).

2.3 Work Phase

Upon the approval by the Contracting Officer (CO), the Contractor may commence onsite demolition activities, per activity. The Contractor shall complete the work as described in the subsection below. Not all sites will be turned over at once.

3.0 SERVICE SUMMARY (SS)

The contract service requirements are summarized in performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimally acceptable levels of service required for each requirement. The Services Summary (SS) and the contractor’s Quality Control Plan provide information on contract requirements, the expected level of contractor performance and the expected method of government validation and confirmation of services provided. These thresholds are critical to mission success. Procedures as set forth in the FAR 52.212-4 (a), Contract Terms and Conditions - Commercial Items, Inspection/Acceptance, will be used to remedy all deficiencies. During the first initial 30 days of the contract, the government will allow leniencies as a learning curve for the contractor. After the 30 day period the contractor should be aware of the processes and requirements of the government.

Performance Objective (PO) PWS Para Performance Threshold Method of Surveillance

PO-1 – Demolish Facilities

2.2 Pass 100%

Inspection Fail

PO-2 – Demo Asphalt 2.2 Pass

Customer

Complaint; 100% Inspection; Periodic

Validation Fail

PO-3 – Remove Abandoned Lines

2.2 Pass 100%

Inspection Fail

3.1 Government Quality Assurance. The Government shall inspect and evaluate the Contractor’s performance to ensure services are received in accordance with requirements set forth in this contract. The COR will use the Contractor’s work schedule, or modified version thereof, to record validation results. Results of the validation then becomes the official Air Force record of the Contractor’s performance. Government surveillance of tasks not listed in the PWS or by methods other than those listed in the PWS (such as provided for by the Inspection of Services clause) may occur during the performance period of this contract. Such surveillance will be done according to standard inspection procedures or other contract provisions. Any action taken by the CO as a result of surveillance will be according to the terms of this contract.

3.2 When an observation indicates defective performance, the COR will require the contract manager or representative at the site to initial the observation. The initialing of the observation does not necessarily constitute concurrence with the observation, only acknowledgment that he or she has been made aware of the defective performance. When a performance threshold has not been met or Contractor performance has not been accomplished, the COR will initiate and provide the CO a CAR for issuance to the contactor. The Contractor shall respond to the CAR IAW instructions provided and return it to the CO within 10 calendar days of receipt.

3.3 Contracting Officer’s Authority

No person other than a Contracting Officer shall have authority to modify the terms of this agreement. The Contracting Officer is the only person authorized to approve changes in any of the requirements under this agreement and not withstanding any provisions contained elsewhere in this agreement, the said authority remains solely with the Contracting Officer. The Contractor will not take direction from anyone other than the Contracting Officer or his/her designated representative. In the event the contractor affects any such changes at the direction of any person other than the Contracting Officer, the change will be considered to have been made without authority and no adjustment will be made in the contract price to cover any change in costs incurred as a result thereof.

3.4 Contracting Officer Representative (COR)

CORs are representatives of the CO and will participate in the administration of this contract. After award of the contract, the Contractor will be provided a letter identifying the COR and setting forth their duties and authorities. The COR is not authorized to change any of the terms and conditions of the contract.

3.5 Quality Control

In compliance with the applicable contract clauses FAR 52.246-4 thru FAR 52.246-5, entitled, “Inspection of Services (Fixed Price and Cost-Reimbursement),” or FAR 52.212-4(a) Commercial Terms and Conditions Inspection/Acceptance, develop and maintain an effective quality control program to ensure services are performed IAW this PWS, applicable laws and regulations and IAW best commercial practices.

3.6 Quality Control Plan (QCP)

The Contractor shall be required to submit a QCP within 30 days after contract award. The CO will notify the Contractor of acceptance or required modifications to the plan. The Contractor shall make appropriate modifications and obtain acceptance of the plan by the CO within 15 days.

The Contractor’s QCP shall contain, at a minimum, the following descriptive items:

a. The inspection system to cover all services. Description shall include specifics as to the areas to be inspected on a scheduled and unscheduled basis, frequency of inspections, and the title and organizational placement of the inspector(s).

b. The methods to be used for identifying and preventing defects in the quality of services performed.

c. How the records will be kept. Records must document all inspections and corrective or preventive actions taken.

3.7 Contractor’s Performance

The Government assesses the Contractor’s performance on an on- going basis, both positive and negative, and provides a record on a given contract during a specified period of time.

4.0 GENERAL REQUIREMENTS

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.

4.1 On Site Field Oversight by Qualified Personnel

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.

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. Each site must have at minimum a dedicated safety official; this person may dual hat for quality control or superintendent but must be mandating safety compliance the entire time. Superintendents may supervise a maximum of three simultaneous sites in the same general area (flightline, support west, support east, etc). A superintendent should not be supervising one site in the 6000 area, one on the flightline, and one on the support at the same time.

4.2 Air Force Property

Air Force equipment/material property will be removed by the Government or by others prior to start of demolition contract. It is the responsibility of the contractor to certify with 325 CES that all equipment to be reclaimed by the Government has been removed before demolition begins.

Some equipment may need to be removed by 325 CS and sufficient time must be given to their office for removal of items; conformance to schedule is necessary to ensure this process is efficient.

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. It is the contractor’s responsibility to certify refrigerant has been removed before demolition. Contractor shall work with COR to submit a work order for government to do so at least one week prior to start.

4.3 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. All proceeds from the recycling of scrap metal generated from this project shall be returned to the 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

4.4 Contractor Responsibility

4.4.1 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.

4.4.2 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.

4.4.3 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.

4.4.4 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.

4.5 Exercises

The Tyndall AFB Fire Department will conduct training exercises in select buildings after abatement, and before demolition. After a schedule is submitted by the contractor to the Government, the PM will allow the fire department to pick a maximum of five buildings to conduct exercises in based on that schedule, but strict coordination between the contractor, 325 CES, and 325 CONS will be required to enable this efficiently.

4.6 Reporting of Demolition

After contract award and throughout the task, Contractor shall coordinate with the 325 CES Real Property Office for advice and assistance in completing documentation for demolished facilities and supporting infrastructure. Demolitions must be reported to the Government as required in UFC 1-300-08 using a DD Form 1354 and other applicable documentation.

5.0 GOVERNMENT FURNISHED ITEMS

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

5.1 AF Form 103

The Contractor will confer with 325 CES Customer Service to fully complete the Base Civil Engineering Work Clearance Request (AF Form 103), and to comply with the form once it has been signed. 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, Mediacom, GCEC, etc.). FM-103 Dig Permit has all contact information.

The Dig Permit takes 7-10 days to complete and sign and may result in efforts that Government entities must complete prior to demo which should be factored in to dates currently shown in Appendix A but for final approval to demo sites…