B152 PWS (Final).pdf

Washington Air National Guard 1415 W El Paso Ave Fairchild AFB, Washington

PERFORMANCE WORK STATEMENT

FOR

Demo B152 GJKZ 21-2152

1 GENERAL REQUIREMENTS

1.1 PURPOSE

The purpose of this project is to demolish building 152 and perform site restoration. Demolition services shall remove footings, foundations, concrete pit, and utilities. The building was constructed in 1955 and has exceeded its lifespan. Pre-demolition asbestos materials survey and lead-TCLP testing was performed in 2018. All work shall be performed in accordance with federal, state, local laws and regulations, commercial standards, manufacturer’s recommendations, and this Performance Work Statement (PWS).

1.2 SITE VISIT

Interested bidders may attend a site visit prior to the bid due date. Interested offerors are encouraged to include any subject matter experts or sub-contractors required for this work. The site visit will be scheduled and advertised by the Contracting Officer (CO). The contractor shall verify all dimensions, elevations, and site conditions.

1.3 RESPONSE

Submit cost proposals to the CO. All responses must be in writing, using the request for proposal (RFP) form specified in the solicitation. All responses must be received by the date and time specified in the solicitation.

1.4 CODES AND REGULATIONS

A. All work shall be accomplished in accordance with the following regulatory codes:

1. AHRI Guideline K - Guideline for Containers for Recovered Non-Flammable

Fluorocarbon Refrigerants

2. ASSP A10.6 – Safety & Health Program Requirements for Demolition Operations – American National Standard for Construction and Demolition

3. EM 385-1-1 - Safety and Health Requirements Manual

1.5 WORKMANSHIP

All work shall be accomplished in a professional manner by experienced and qualified tradespersons to the complete satisfaction of the COR.

1.6 APPROVALS AND CHANGES

A. Any changes to the terms and conditions of the contract will be issued in writing by the contracting officer prior to commencement of work or incurring costs.

B. No deviation from approved plans, specifications and general notes will be permitted without written approval from the COR. Requests for deviations or substitutions must be submitted on a substitution request form available from the COR.

C. Any contractor driven change request shall be submitted through a request for information

(RFI).

1.7 WARRANTIES

All work completed under this contract shall be guaranteed by the contractor against defects in materials or workmanship for a period of one year from date of final project acceptance.

1.8 SUBMITTALS

All submittals listed below shall be submitted after award at least ten working days prior to use on site, or as noted below.

A. INITIAL SUBMITTALS

1. Submit the following items no later than the Preconstruction Meeting

a. AF 3064 (or equivalent) – Project Schedule

b. AF 3065 – Schedule of Values

2. Submit the following items at least ten working days prior to onsite work

a. Safety Plan

b. Quality Control Plan

c. Demolition Plan

d. Abatement Plan

e. Solid Waste Disposal Plan

f. Dust/Debris Control

g. Haul/Access Routes Plan

h. Notification of Demolition and Renovation Form

3. The Government shall have up to five working days to review submittals

B. PRODUCT SUBMITTALS

1. Submit DD Form 1354, Transfer and Acceptance of DoD Real Property

2. The Government shall have up to five working days to review submittals.

C. HAZARDOUS MATERIALS

1. Hazardous materials must be approved prior to start of work.

2. Submit one copy of the manufacturer’s Safety Data Sheets (SDS) for all hazardous materials used during the course of the project along with the following additional information:

a. Number of components in material if it is a kit

b. Container type

c. Unit of packaging (oz, gal, lb, qt, ea, etc.)

d. Package (can, drum, bottle, cylinder, etc.)

1.9 OPERATION AND MAINTENANCE MANUALS

RESERVED

1.10 MAINTENANCE PERSONNEL TRAINING

RESERVED

1.11 COORDINATION

A. The contractor shall coordinate all work with the COR.

B. Contact the COR five (5) working days in advance of mobilization on site and provide proper documentation to allow for processing of base access paperwork. This requirement includes deliveries of any kind.

C. Same day request and access is not always possible.

1.12 TEMPORARY FACILITIES

The contractor shall be provided reasonable access to existing electricity, water, and sewer utilities required to perform the work. Any work trailers or offices must be approved by the COR.

If additional new temporary utility connections are required, the contractor shall pay for connections and service.

1.13 CONTRACTOR MATERIAL STORAGE

The contractor shall submit a request in writing for material storage or laydown areas not immediately inside the area of work. Exterior laydown requests must include a site plan schematic showing area in reference to existing buildings.

1.14 DAMAGE

The Contractor shall be responsible for any damage caused to any existing work areas during the entire performance of this project. The Contractor shall be responsible to rectify or replace any equipment damaged without additional expense to the Government.

1.15 QUALITY CONTROL

A. A pre-construction conference will be held by the CO at a time to the commencement of work and shall be attended by the COR, the end user, and the Contractor.

B. The purpose of this conference is to completely review the job and the specifications to confirm mutual understanding of the job content and performance.

C. The Contractor is responsible for quality control. Inspections by the COR and/or government quality assurance personnel do not alleviate the contractor from their responsibility. The

Contractor shall be responsible for all applicable material testing and special inspection activities necessary to ensure the project is constructed according to code.

D. Submit timely notification of demolition projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61, Subpart M. Comply with federal, state, and local hauling and disposal regulations. Conform to the safety requirements contained in ASSP A10.6. Comply with the Environmental Protection Agency requirements specified. Use of explosives will not be permitted.

1.16 SCHEDULES

A. The Contractor shall begin work within 10 calendar days after the issuance of the Notice to

Proceed.

B. No on-site work shall start until the Contractor has an Approved Project Schedule.

C. The period of performance shall be 90 days for this contract.

D. The COR will coordinate Contractor work schedules upon award.

E. The COR will notify the Contractor if a job site is located in a secure area.

1. The Contractor shall provide written notice to the COR at least three working days prior to working in secure areas.

2. The Contractor shall provide personnel that meet the requirements to work within the secure areas without escorts.

3. The COR will provide a letter to the Contractor granting permission for work within secure areas.

a. The notice shall include working hours, location of work, and number of workers.

b. The Contractor shall keep this letter on the jobsite at all times.

1.17 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

A. Access and General Protection/Security Policy and Procedures. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy.

Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

B. For Contractors that do not require CAC but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31- 101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

C. All commercial, contractor, and sub-contractor’s vehicles are subject to random inspections each time they enter the base.

D. If badges will be issued, they will be issued by the 92d Security Forces Squadron (SFS) to the contractor through the 141 CES COR. Badges shall be issued, tracked, and collected in accordance with instructions from Security Forces.

1. The following are the requirements and procedures for the contractor:

a. Contractors working in Controlled or Restricted areas or any areas on the flightline must be issued a specific contractor identification badge or be escorted. (Parts of this project are located on the flightline)

1.18 HOURS OF WORK

A. Normal hours of operation for construction are 6:00 am through 4:30 pm Tuesday through

Friday, excluding any federally recognized holidays.

B. Requests to work outside the normal work hours must be made to the COR at least three working days in advance. The COR may reject requests at the convenience of the government. Failure to make requests at least three working days in advance may result in being denied base access or being required to leave the base.

1.19 CUTTING AND PATCHING

RESERVED

1.20 CLEAN-UP

A. The contractor shall clean up and remove from the site all rubbish. The contractor shall leave the premises in a clean, orderly and safe condition, acceptable to the COR.

B. Protect existing building or structures including exterior landscaping and interior contents from damage, dirt and dust during construction related activities.

1.21 ENVIRONMENTAL COMPLIANCE

A. Spill Notification: The contractor shall notify the COR upon spilling any quantity of hazardous materials/waste. Spill Containment Control and Countermeasures shall be provided by the contractor in accordance with 20 CFR 112.

B. Hazardous Materials Storage: Ensure all hazardous materials stored outdoors are placed in secondary containment in accordance with 40 CFR. [Reference, MATOC, 1.41 Hazardous Material Usage]

C. Hazardous Waste: All hazardous waste generated from the use of hazardous materials shall be disposed offsite. The contractor shall make the COR aware of all hazardous waste through the Hazmat disclosure process and provide all required documentation.

D. Asbestos-Containing Material (ACM): ACM is present and will require removal. Notification to Spokane Regional Clean Air Agency is required prior to the start of demolition.

[Reference, MATOC, 1.41 Hazardous Material Usage]

1.22 FACILITY SERVICE OUTAGES

If the project requires any facility utility outages, the contractor shall provide a written request at least 72 hours before planned outage period and receive approval from 141st CES COR before disconnection.

1.23 PARKING

Adequate on-site parking for contractor vehicles will be designated by the Government.

2 CONTRACTING MANPOWER REPORTING APPLICATION (CMRA)

Contracting Manpower Reporting: The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the Air Force collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the help desk at http://www.ecmra.mil/.

3 DESCRIPTION OF WORK

3.1 General Requirements

A. Prepare a Demolition Plan and submit proposed demolition and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Append tracking forms for all removed materials indicating type, quantities, condition, destination, and end use.

Coordinate with Waste Management Plan in accordance with CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Provide procedures for safe conduct of the work in accordance with EM 385-1-1. Plan shall be approved by Contracting Officer prior to work beginning.

B. Abatement Plan: For each task order requiring abatement of PCBs and/or other hazardous materials, an organized abatement plan with table of contents shall be submitted for government review that includes a clear list of all materials to be abated in accordance with hazardous material surveys; containment details; waste characterization; waste disposal information; landfill authorization; worker certification information; regulatory notifications;

and work plan for each material being abated. The work plan shall describe all techniques, methods, and special equipment to be used on the project, including schematic drawings of the work area layout(s) showing entries/exits, HEPA exhausts, decontamination units, waste load-outs, air monitoring plan, etc. The Abatement Plan shall clearly state the contractor performing the abatement has reviewed the entire scope of the project and the entire hazardous material survey and addressed the abatement of all hazardous materials identified within the survey that will be impacted. In addition, the contractor performing the abatement must be licensed in the state of Washington to perform abatement work. Prior to submission to the government, any abatement plan shall be reviewed and approved by an independent Environmental Consultant hired by the Contractor to oversee the abatement with an AHERA Supervisor or AHERA Project Designer certification. This review and approval shall be documented and included in the submittal to the government. The contractor shall submit the plan to Contracting Officer.

http://www.ecmra.mil/

C. Post Abatement Project Reports: Contractors performing abatement shall submit an abatement post project report to the Contracting Officer prior to project close-out. Reports cannot be combined and must be a stand-alone submittal. All post project reports shall contain the following as a minimum: copies of all regulatory notifications (if applicable), disposal documentation, daily abatement and site visit logs, air monitoring results (if applicable), results of all sampling and testing performed, copies of training certificates proving the training currency of employees conducting abatement work, and certifications by the above referenced independent environmental consultant hired by the contractor to oversee abatement that they have reviewed the post project report and it accurately reflects the work performed and meets regulatory requirements and the requirements specified within this paragraph. This review and approval shall be documented and included in the submittal to the government. The contractor shall submit the post project report to the Contracting Officer.

D. All construction operations shall comply with all applicable Federal, State, local, and Air Force ACM regulations.

E. Do not begin demolition until authorization is received from the Contracting Officer. The work of this section is to be performed in a manner that maximizes the value derived from the salvage and recycling of materials. Remove rubbish and debris from the project site; do not allow accumulations inside or outside the building. The work includes demolition, salvage of identified items and materials, and removal of resulting rubbish and debris.

Remove rubbish and debris from Government property daily, unless otherwise directed.

Store materials that cannot be removed daily in areas specified by the Contracting Officer.

In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

F. Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer. Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any demolition work performed under this contract. Do not overload pavements to remain.

G. Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

H. Maintain existing utilities indicated to stay in service and protect against damage during demolition operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor.

I. Prevent the spread of debris on pavements and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. Sweep pavements as often as necessary to control the spread of debris.

J. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights.

K. Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

3.2 Execution

A. Abate and demolish B152 below grade to include footings, foundations, utilities, concrete pit, furniture, and equipment.

B. Demo all supporting facilities surrounding the B152 to include concrete pads, sidewalk, walls, sheds, curbing, asphalt, rocks, landscaping, and base course.

C. Remove all rock at the site except for the utility island area. Salvage rocks and add additional rocks to the fire hydrant area and utility island. Save and placed the large landscape rocks in the utility island area.

D. Extend and match curbing along the parking lot with curb cuts and utility island as indicated on the drawing.

E. Remove air conditioning, refrigeration, and other equipment containing refrigerants without releasing chlorofluorocarbon refrigerants to the atmosphere in accordance with the Clean Air Act Amendment of 1990.

F. Remove all fire suppression system cylinders and canisters and dispose of in accordance with the paragraph entitled "Disposal of Ozone Depleting Substance (ODS)."

G. Remove all locksets from all swinging doors indicated to be removed and disposed of.

Deliver the locksets and related items to a designated location for receipt by the Contracting Officer after removal.

H. Gas and wet utilities: Storm, sanitary sewer, water gas lines etc., shall be cut and capped at the mains. Remove all existing lines from the main to the building. Do not abandoned in place. All caps on main lines shall be GPS located and annotated on the as-builts.

I. Dry Utilities: Communication, powerlines, etc., shall be disconnected at vault or transformer, wires shall be removed from conduits. The comm cables need to be spooled up and tie wrap with a moisture resistant covering affixed to the cable ends in the west and east vault.

Seal the conduit to prevent water intrusion into the vault.

J. Demo the duct bank from transformer 3T152 to B152.

K. Demo generator pad and duct bank.

L. Protection: Transformer 3T152, Comm Vault, monitor wells, manholes, catch basins, and trees shall remain and be protected against damage during demolition operations unless annotated on the drawing.

M. Site restoration shall include all areas disturbed by the demolition. The holes created from the removal of the slabs, foundations and pavements, shall be filled in and rough graded to a flat condition. Mobilization of heavy equipment is at the contractor’s discretion but should not cause damage to roads, grounds, vegetation or surrounding areas. It is the contractor’s responsibility to restore any damage caused by equipment and to finish grade to provide for positive drainage at the site. Contour the site to match the contour of the surrounding elevation. Acceptable backfill grades as classified by ASTM D2487 are GW, GP, or SW, and shall be free of organic or frozen materials and rocks with any dimension greater than three inches.

N. Provide 4 inches of off-site topsoil to meet indicated finish grade. At Fairchild AFB, sandy loam is sufficient for most turf installation purposes. Sandy loam shall consist of not more than 80% sand and 1% gravel, shall have an organic content of not less than 1.25%, and shall have a pH between 5.5 and 7.5.

O. Dryland (Non-irrigated areas that shall be prepared and seeded in late summer or early spring for seed establishment during times when rain is more frequent.)

1. Primary considerations for dryland areas are drought tolerance as well as minimal maintenance. At Fairchild AFB, the following mixture shall be used:

Seed Percent

Hard Fescue – Minimus 14 Sheeps Fescue – Covar* 14 Kentucky Bluegrass – SPF30 14 Red Fescue – Boreal 8 Snake River Wheatgrass – Secar 36

Idaho Fescue – Nespurs** 14 No noxious weeds

* or other approved cultivar ** or other approved native cultivar

2. The seeding rate shall be 0.3 lbs/1000 sf (12 lbs/acre).

P. Hydroseeding is acceptable on sloping sites and on other areas where it can be shown to be economically advantageous. Increase the seeding rate by 100% for hydroseed application. The components and rates of application include:

1. Seed (see type for rates of application).

2. Wood cellulose fiber: Apply at 2,000 lbs/ac.

3. Tacking agent: The contractor shall apply at the rate as recommended by the manufacturer.

Q. Dispose of debris, rubbish, scrap, and other nonsalvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified in the Waste Management Plan. Apply local regulations regarding hauling and disposal.

3.3 ATTACHMENTS

A. Demo B152 Drawing B. Demo Utilities Drawing C. Project Limits Drawing D. Proposed Site Drawing

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