Attachment_01_-_PWS.pdf

PERFORMANCE WORK STATEMENT (PWS)

FOR

XLWU 19-8604

DEMO HURRICANE DAMAGED FACILITIES

PHASE IV

TYNDALL AIR FORCE BASE, FL.

6 August 2019

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Attachment 1 Performane Work Statement

1. INTRODUCTION

The work to be performed under this contract shall be performed under the general conditions of the Performance Work Statement.

2. SCOPE OF WORK

2.1 Scope and Applicable Documents

This PWS sets forth the requirements for Demolition of Hurricane Damaged Facilities Phase IV, Tyndall Air Force Base (AFB), Florida.

2.2 Description of Work

As part of the proposed effort on this contract, the Contractor shall accomplish 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 maps, photos, and any individual facility demolition requirements have been enclosed as Appendix A.

Individual requirements specified are to be completed in addition to all responsibilities described in this PWS. List of facilities for Phase IV demolition is provided below.

Facility Number Local Designation Estimated SF* Year Type of Demolition

166 WASHRACK STORAGE 868 1961 Complete 169 WASHRACK SUPPORT 293 1991 Complete 208 FLIGHTLINE KITCHEN 3000 2013 Complete 225 83 FWS ADMIN 7067 1963 Partial 257 STORAGE 240 1989 Complete

SUPPLY HAZARDOUS

STORAGE 1600 1977

Partial

324 HUSH HSE OFFICE 1571 1988 Complete 421 CE ADMIN/SHOPS 37897 1969 Partial 422 FREON RECOVERY 614 1972 Partial 431 LIFE SUPPORT/SERE 2880 1994 Complete 432 1 FS OPS 12455 1954 Complete

F-22 PLANS AND

PROGRAMS 3403 1943

Complete

1352 STORAGE 6171 1963 Complete 9910 ANTENNA SUPPORT - - Debris Removal

20223

OVERHEAD PROTECTION

WEG AGE YARD - -

Debris Removal

*Estimated SF is usable space.

2.2.1 General Description of Project

The facilities will require complete demolition and site restoration. Contractor shall submit required environmental permits. Contractor will survey and 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 survey results and 10 day notification shall be provided to the 325 CES Asbestos Program Manager.

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Work to be completed includes the following:

a. Abatement of asbestos containing materials: 2.2.3 for further instruction

b. Complete or Partial building demolition:

• Complete Demolition 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, load it into trucks and haul to disposal site. Metal is to be recycled; proceeds from recycled metal will go back to the government.

• Partial building demolition 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, the building will be deemed clear by government representative for complete demolition and removal per above statement (2.2.1 a.). All material not identified by the government will be considered part of the demolition.

• Debris Removal Removal of any debris remaining on footprints of facilities almost completely destroyed by hurricane.

c. Demolition of below grade slab/concrete foundation: Include foundation walls, grade beams, and slab on grade. Include sidewalks and driveways leading directly to the facility. If concrete is to be recycled testing is required to ensure it is free of asbestos containing material (ACM) and other contaminants. If concrete is tested and results show it is contaminant free it may be recycled by the contractor. The tonnage of concrete recycled should be reported to 325 CES/CEIEC.

d. Removal of natural and man-made debris within 100 ft of edge of demolished area:

including but not limited to stumps, downed trees, roots, root-balls, other damaged vegetative material, and facility remnants.

e. Removal of facility-related items within 100 ft of edge of demolished area: including but not limited to dumpster pads, bollards, signage, and light poles.

f. 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 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

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Tyndall AFB, FL 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 moved off-site, it shall be tested for contaminants prior to removal for reuse or disposal. Consult with AFCEC/CZO and 325 CES/CEIEC (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/CEIEC. 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.

• 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.

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

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

h. Sorting of scrap metal for recycling and hauling to approve site.

i. Hauling of demo material and scrap 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.

j. Restoration of site and establishment of turf/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.

• Level site for proper drainage and sod or seed unless specified in Appendix A.

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. Building debris, due to hurricane damaged, are a combination of concrete, wood, roofing material, metal, and miscellaneous building material. The As-Built drawings available for the facilities have been compiled from government archives and included as Appendix B but all discrepancies between the drawings and actual facility are the sole responsibility of the contractor to determine and account for.

2.2.3 Asbestos Containing Material (ACM) and Lead Based Paint (LBP) Debris All facilities should be tested for ACM/LBP and abated if possible (safe to enter) by the contractor. If areas cannot be accessed for testing/abatement within the facility the areas unable to be abated will be classified as ACM/LBP contaminated and sent to an authorized landfill.

Base will provide surveys that had been completed on the facilities during previous projects that are in the CEI database.

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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 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

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

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Tyndall AFB, FL 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 insure 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.

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.

2.2.5 Solid Waste

The contractor is responsible for the disposal of solid waste generated for this project and must be managed in accordance with AFI 32-7042 and the Tyndall AFB Installation Solid Waste Management Plan.

2.2.6 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 should submit TAFB Form 81 (Contractor Questionnaire) and TAFB Form 82 (Chemical Inventory) and SDSs 7-10 days prior to start of work. 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.

2.3 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.

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3. 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 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 to any work being started.

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.

The contractor shall provide a Stormwater Pollution Prevention Plan (SWPPP) in accordance with the Florida Department of Environmental Protection (FDEP)/EPA standards, particularly UFC 3-

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201-01 and ERL14-1. The FDEP has generated a template to be used (https://floridadep.gov/sites/default/files/ConstructionSWPPP.pdf).

Work specific Best Management Practices (BMP’s) 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.

3.3.1.2

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.

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Attachment 1 https://floridadep.gov/sites/default/files/ConstructionSWPPP.pdf

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. GOVERNMENT FURNISHED ITEMS

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

4.1 AF Form 103

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.

Contractor is also responsible for maintaining markings placed and renewing permit every 30 days.

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.

4.3 325 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.

1. 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.

2. CES will provide a water source where available; most locations have a Fire Hydrant to use as an available source. 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:

• Information on base fire prevention hot work permits required.

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

• Security escorts for work in restricted areas.

• A set of keys to locks as necessary.

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

• Form 103 Dig Permit/work clearance.

4.3.3 Contracting Officer (CO) or Contracting Officer Representative (COR) will advise the Contractor of the location and processes to obtain personnel identification badges, vehicle passes, and/or entry permits.

5. 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. PERIOD OF PERFORMANCE – 120 Days

6.1 Tyndall AFB observes the following Federal Legal Holidays;

New Year 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. 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 1.

The dates in the table are hard dates not to be exceeded without CO approval. The deliverables and scheduled activities may be provided or completed early.

Table 1

Table of Deliverables

Document

Copies

Max Delivery Timeframe

C E

S

C O

N S

E le ct ro ni c

H ar d C op y

E le ct ro ni c

H ar d C op y

Standard Meetings and Reports

Meeting Minutes 1 0 1 0 3 calendar days after each meeting

Progress Schedule(AF 3064 or approved equivalent) 1 0 1 0 5 calendar days after NTP or modification to extend PoP

Progress Report (AF 3065 or approved equivalent) 1 0 1 0 Weekly

Daily Logs - Form 1477 or equiv. 1 0 1 0 Weekly

HAZMAT Forms 81 and 82 1 1 1 1 10 Days prior to job start meeting

Work Clearance Request (AF Form 103A) 1 1 1 1 10 Days prior to job start meeting

Material Approval (AF Form 3000) 1 0 1 0 At the 95% Final Design

Construction Material Testing Reports 1 0 1 0 As required

Welding/Burn Permit 1 0 1 0 Prior to commencing work

Production or Delivery Problem Report 1 1 1 1 At time of identification

DD1354 1 0 1 0

Draft when request for final inspection is submitted and Final 5 days after Final Design Approval

Work Activities

IMS and AF 3064/3065 1 0 1 0 15 Days Prior to NTP

Kickoff meeting with all stakeholders 1 0 1 0 5 Days Prior to NTP

Site Investigation Memorandum 1 0 1 0 10 Days from NTP

95% Design w/ AF Form 3000 1 0 1 0 60 Days after NTP

100% Design w/ AF Form 3000 1 0 1 0 50 Days from 95% Final Design

HAZMAT Form 83 1 0 1 0 Monthly

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Document

Copies

Max Delivery Timeframe

C E

S

C O

N S

E le ct ro ni c

H ar d C op y

E le ct ro ni c

H ar d C op y

Job Start Meeting 1 0 1 0 120 Days after NTP

Pre-Final Inspection Report 1 0 1 0 5 Days before Final Inspection

Final Inspection 1 0 1 0 10 Days after Pre-Inspection

As-Built Design Documents 1 0 1 0 5 Days After Final Inspection

As-Built Design Drawings 1* 1 1* 0 5 Days After Final Inspection

Items in red may be tailored to fast track requirement

8 UTILITY CONSIDERATIONS

8.1 Ensure water and electric have been cut and capped before demolition; CES will be executing simultaneous contract.

8.3 Permanently cap sewer services, where present, 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.

8.5 Where present, cap communication lines as well at nearest outlet.

8.6 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.

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

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