A2-16_PWS_AATTC_Pavilion.pdf

139 AIRLIFT WING

MISSOURI AIR NATIONAL GUARD

705 MEMORIAL DRIVE

ST. JOSEPH, MISSOURI

PERFORMANCE WORK STATEMENT

PROJECT NUMBER ULYB162014

Construct AATTC Pavilion

FOR

139TH AIRLIFT WING CONTRACTING OFFICE

MISSOURI AIR NATIONAL GUARD

ST. JOSEPH, MISSOURI

PREPARED BY

139 CES/CEE

31 May 2019

Project Coordination:

User: _______________________ Fire Department: _______________________

Safety Officer: _______________________ Security Police: _______________________ ATFP Officer: _______________________

Environmental Officer: _______________________ Bio Environmental: _______________________

Communications Officer: _______________________ Airfield Manager: _______________________

Real Property Manager: _______________________ Base Electrical: _______________________

Base Structures: _______________________ Base Facility Manager: _______________________

Base Civil Engineer: _______________________

ULYB162014 Construct AATTC Pavilion

Summary of Work:

The contractor shall provide the necessary, personnel, equipment, transportation, and materials required to construct a 38’ x 22’ pavilion with concrete flooring, split face block columns, wood trusses with standing seam metal roof and electrical outlets and lighting. Additional concrete patio area with two government provided/contractor installed expanded metal tables inset in concrete. Two options consist of 6’ wide sidewalks along existing running track. All work performed under this Performance Work Statement (PWS) shall be conducted in accordance with all applicable state and federal laws and regulations, ANG policies and regulations, and this PWS as outlined below.

Project Scope:

1. Demo: Approximately 3,000 SF of ground cover vegetation shall be stripped from the construction site to a depth of 4”. Stripping’s may be left on site. Coordinate with the project manager on dumping location.

2. Foundation: Pavilion has eight (8) columns that require a 2’x2’x3’ deep footing. Footing shall be reinforced with #4 rebar cage. Provide four (4) ½”x 12” anchor bolts per column set in concrete. Elevation for the top of each column foundation shall be equal to the bench mark noted on the drawing. Footings shall run parallel with the existing sidewalk.

See drawing for details.

a. Picnic Tables: Two (2) government provided picnic tables with seating will require contractor installation. See detail drawing for foundation design and location. Set tables with seating at 18” above finished floor.

Column Foundation

Concrete Foundation for Government Furnished Tables

3. Concrete Pavement: Concrete flat work is approximately 1500 SF of 4” thick, 4000 psi concrete with 6x6-8/8 wwf reinforcement. Provide 4” of compacted rock base under all concrete work. All areas outside of the actual pavilion footprint shall be floated, edged with broom finish. Match existing concrete finish. Area within the pavilion footprint shall be edged and trowel finished. Pavilion floor shall be raised in the middle no more than 1-½” from the perimeter to allow positive drainage. All concrete shall be saw cut 1- ½” deep as shown on the drawing. Butt joints with existing concrete surfaces shall be doweled with #4 rebar every 3’, install an expansion joint and joint sealant. Butt joints with asphalt track will require the asphalt to be cut square and joint sealant applied once concrete has cured. Pavilion concrete floor shall be level around the perimeter and level with the column foundations. Provide expansion joint material and sealant around each column to separate from the floor. Concrete connecting to existing sidewalk shall be level with the sidewalk. All concrete outside the pavilion footprint shall slope away from the pavilion for positive drainage. Slope shall not exceed a 2% unless approved by the contracting office representative.

a. Site Entrance: Access to the site with all equipment and materials shall be through the existing fence line. A section of fencing in the southwest corner shall be taken down and stored for reuse. The contractor is responsible for opening up sufficient space for all deliveries and construction vehicles for this project. No vehicles shall be on the existing pavements inside the fenced area.

The contractor shall be extremely careful of the existing rubberized running track and no materials, equipment or vehicles should ever be on the track. The contractor will be responsible for any damage to the running track or existing pavements. Contractor will reinstall the fencing, regrade any sod, and seed as needed.

4. Pavilion: Construct a 22’ x 38’ pavilion.

a. Columns: Provide eight (8) 4” O.D. steel pipe, .318” nominal wall thickness support columns with a 3/8”x10”x10” steel plate welded to the bottom with a 5/8” hole drilled in each corner matched to anchor bolt pattern in the foundation. The top of the post gets a “U” shaped bracket of 1/4” steel (see detail) welded to the top of the 4” column post. Mechanically attach the columns to the footings and set plumb and level. Use four (4) galvanized ½”x5 1/2” carriage bolts with nut and washer to through bolt the parallam beam to the steel bracket.

b. Split Block: Lay 8”x8”x16” split face block in a 2’x2’ column to a height of

9’, to include a solid cap block to seal the top. Block shall be standard gray color with uncolored mortar mix.

c. Structure: Install two (2) 3 ½”W x 11 7/8”T x 36’8”L Parallam beams rated for exterior use. Set beams in welded brackets at the top of each column and use four (4) ½” x 5 1/2” galvanized carriage bolts to sandwich the beam with the bracket and secure the nuts and washers. Set and secure with deck screws wooden scissor trusses at 2’ o.c. with a full gable truss at each end. Nail 4’x8’x5/8” plywood horizontally across the trusses and sheet the exterior side of the gables. Trusses should have an 18” overhang past the column face on all sides. Attach a 2x6 dimensional lumber to the trusses for a fascia.

Construction shall be in compliance with all industry standards and practices.

d. Roof System: Install a standing seam metal roof system manufactured by a Metal Roofing Alliance member using 24 gauge metal with factory finished bronze color and 16” spacing on standing seams. Provide manufacturer recommended underlayment. Provide matching trim, fascia wrap, soffit, gutters and downspouts. Provide 5” gutters and downspouts with matching finish to roof system. Secure downspouts with two straps per downspout.

Soffit shall have a vented soffit every 4’. Provide three (3) matching 12” square vents for south side of roof. Install roof system per manufacturer’s recommendation and obtain a 20 year leak proof warranty. Gable siding shall be a steel vertical or horizontal panels with finish matching the roof.

e. Finishes: Finished ceiling will be 2”x6” T&G SPF select, V-joint face decking lumber running horizontally with hidden nailing. Use decking material to enclose the space above each column to ceiling and to side the inside of each gable. Decking shall run from peak to parallam beam. Decking shall be stained and two full coats of exterior grade clear semi-gloss finish applied to the decking. All finishes shall be evenly applied and all other surfaces shall be protected from overlap or spilling.

Elevation

Detail

5. Electric: Three (3) 20Amp, 120v circuits shall be provided for the pavilion from the existing power panel on site. Provide breakers, 12 gage wire and three (3) 1” conduits from power panel to pavilion. Conduits shall be bored under the existing sidewalk with one coming up into the northwest column for routing the three circuits. The spare two conduits shall be turned up on the outside of the concrete slab and capped for future use.

Provide an exterior single gang duplex outlet at each column as shown on the drawing set at 48”H. Divide outlets equally into two circuits. Outlets shall be grounded, GFCI protected with a weather proof cover. Install six (6) 44 watt, 4900 delivered lumens LED exterior grade square canopy lighting fixture with lens. Fixture has an output equivalent to a 100-watt pulse start metal halide or approved equal. Two (2) of the canopy lighting will be on overnight and shall be controlled by a separate switch and photocell. Surface mount light fixtures as shown on the drawings. Operate remaining four (4) canopy lights from a single weather proof switch. Locate light switches together in double gang box.

Provide an LED 18watt, 1351 Lumens, 300W halogen equal wall mounted flood light with photocell on the east exterior side of the pavilion at the peak of the gable. Flood light shall be operated by a single weatherproof switch. All fixtures shall be bronze color.

Light switches and outlets shall be brown with stainless steel or brown cover plates.

Site Layout

6. Drainage System: All eight (8) downspouts shall terminate into 6” PVC, schedule 40, drain pipe set 1’ above finished concrete with a transition cap funneling downspouts into pipe. The 6” PVC will go underground to a 90 degree sweep and flow out according to the attached drawing. All piping shall be glued and laid with positive flow outward at no less than a 2% fall. All piping shall daylight at existing ditch or near fence line.

7. Site Work: Rock area, finish grade with contractor provided top soil, compacted within 4” to the top of concrete. Provide 4” metal edging as shown on the drawings level with top of concrete. Lay heavy duty landscaping fabric down and cover with 4” of “Crusher Run” road rock. Rake the rock smooth and level and transition to existing rock along the fence lines. Provide topsoil along east concrete as needed to transition from new concrete to existing grass. Provide fescue mix grass seed to new topsoil and rake in.

8. Option #1: Install a 6’ wide sidewalk along the west end of the track, approximately

1788 SF as shown on the drawing. Concrete shall meet base bid specifications with a broom finish and metal mesh reinforcement. Slope sidewalk away from track 1 ½” fall.

Asphalt track shall be cut along the edge and joint sealant used along the joint. Finish grade topsoil on outside of sidewalk to the top of the concrete and seed per base bid.

9. Option #2: Install a 6’ wide sidewalk along the south side of the track, approximately 2087 SF as shown on the drawing. Concrete shall meet base bid specifications with a broom finish and metal mesh reinforcement. Slope sidewalk away from track 1 ½” fall.

Asphalt track shall be cut along the edge and joint sealant used along the joint. Finish grade topsoil on outside of sidewalk to the top of the concrete and seed per base bid.

General Notes:

1) Project Location: North Development Running Track Compound, 139th Airlift at Rosecrans

Memorial Airport on 705 Memorial Drive (Airport Rd) in St Joseph, Missouri.

2) Performance Period: 90 calendar days from NTP

3) Hours of Operation: 0630 - 1630 Tuesday through Friday except on Government Holidays.

When a holiday falls on a Monday, the previous Friday is considered a scheduled day off.

4) Scheduling: The contractor shall coordinate the work schedule with and get approval from the Project Manager.

5) Use of Base Utilities: Base electric shall be available for use by the contractor and sub-contractors in performance of this project only. All other utilities shall not be available for contractor and sub-contractor use.

6) Hazardous Materials: The contractor planning to use hazardous material (HM) for the project shall register with the base Hazardous Material Pharmacy (HMP) prior to start of work in order to support the installation’s compliance with Executive Order 12856, Federal Compliance with Right-to-Know Laws and Pollution Prevention Requirements. All HM required to support the contract shall be reported to the HMP using the Contractor HM Identification Form. The HM Identification Form will be a submittal requirement and must be submitted and approved before work can begin. (See Attachment)

7) Fire Protection: Open flame devices or any welding are not permitted except when a permit has been applied for and received. Permits may be applied for by submitting an AF form 592 to Building 302, Fire House, 24 hours prior to using any open flame devices or welding devices. Contractor shall provide his own fire protection to include fire extinguishers.

8) Digging Permits: Any digging shall require a digging permit. The digging permit shall be obtained through the Base Civil Engineering Office (BCE) or the Project Manager.

9) Contractor’s Equipment & Supplies: Store all Contractor tools, equipment and supplies in a location approved by the government project manager, on or off base property.

Government shall not be held responsible for missing or damaged contractor owned equipment or materials.

10) Differing Site Conditions: Bring any unforeseen project conditions to the attention of the

Contracting Officer immediately. Differing site conditions, which may alter the scope of work, shall be approved by the CO prior to such work being performed.

11) AT/FP Provisions: IAW ANGI 10‐245, Antiterrorism, DoD contractors shall be provided

AT information as required by DFAR, Section 252.225‐7043. All contractor employees, to include subcontractor employees, requiring access to 139th Airlift Wing installations, facilities and controlled access areas shall be offered AT Level I awareness training upon receiving the bid for work/service. Level I ‐ AT Awareness Training shall be offered to all DoD contractor employees in the terms and conditions of the contract. AT Awareness Training may be accomplished by either a Level I ‐ qualified instructor, or by completing the “Force Protection” computer based training (CBT) course on the Advanced Distributed Learning System (ADLS) or the Defense Technical Information Center (DTIC). Individuals without access to NIPR, no possession of a CAC card, nor enrolled in DEERS can access the training at the following website: http://jko.jten.mil/courses/atl1/launch.html. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, upon completion of training.

Base Access: For either the site visit or submission of proposals, all personnel requesting access to 139th AW shall possess a valid State or Government picture identification card.

Furthermore, individuals presenting identification cards from a state that is non-compliant with the REAL ID Act will require additional documentation to gain unescorted base access.

Additional documentation include a valid U.S. or foreign government issued passport, an employment authorization document that contains a photograph, or identification cards issued by federal state or local government agencies that include a photo and biographic information. A full list of REAL ID Act compliant and non-complaint states can be found at https://www.dhs.gov/current-status-states-territories. Personnel requesting vehicle access to 139th AW shall provide a valid driver's license, current vehicle registration, and valid vehicle insurance. Access and general protection/security policy and procedures. This standard language is for contractor employees with an area of performance within an Air Force controlled installation, facility, or area. 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). IAW 31‐113, Installation Perimeter Access Control, all contractors will be identity proofed; vetted to determine their fitness; and issued access credentials prior to being allowed access. Contractor and all associated sub‐contractors employees shall provide all information required for background checks to meet installation access requirements. Police checks require approximately two weeks to process and at to be accomplished through 139AW Security Forces only. Before working on base all workers shall complete a police record check (attachment 3) and if approved will receive an Air force form 75 that will be carried at all times while working on Base. The contractor will be responsible for showing a valid govt issued ID from a state that is REAL ID compliant to receive the AF form 75. The contractor will be responsible for showing a valid govt issued ID and the AF form 75 when arriving at the gate. All workers associated with this project shall read and abide by Security’s requirements for working on base property (Attachment 4). The contractor shall be responsible for security of his work site to include equipment until accepted by the government. The contractor must restrict all workers to the immediate work area on base. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204‐9, Personal Identity Verification of Contractor Personnel) as directed by DOD, and local policy. In addition to the changes otherwise authorized by the changes clause of this contract, Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security actions or processes. 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's 31‐101, 113 and 10‐245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The Visitors Center will be notified at least 14 days in advance of the project start date of all contractors who will need access credentials. This listing will be provided by the government representative and must include the signed Police Records Check form (Attachment 3).

Collection of installation access media. IAW AFMAN 31‐113 Issued access credentials are retrieved and returned to the issuing office when the relationship that served as justification changes or is terminated. The language used shall be "Contractors must return all local access credentials to the issuing office when the contract is completed or when a contractor employee no longer requires access to the installation (e.g., quits or the contract is terminated). If a local access credential is not returned, the Installation Commander may consider debarment." If a contractor refuses to return an access item media, immediate notification to Security Forces will occur. If debarment occurs, promptly notify the applicable contracting officer and/or civilian personnel office.

AFOSI Eagle Eyes Program. All general contractors will be briefed on the AFOSI Eagle Eyes program at the Pre Construction meeting. This program stresses the "See Something, Say Something" concept. Point of contact information is provided at the meeting.

12) Material Submittals: The contractor shall submit to the CO for approval all items listed in the specifications booklet on an AF Form 66 within 10 calendar days of the notice to proceed - or - provide a copy of the AF Form 66 indicating when each material submittal shall be submitted for approval. Ensure that any disapproved material submittal will not impact the approved project execution schedule, as disapproved submittal shall not be considered grounds for a time extension. Allow for a minimum of 14 calendar days and maximum of 30 calendar days for the Government’s processing of material submittals. The contractor shall not order, deliver or install any materials without CO’s material approval.

Remove any materials on site, which have not been properly approved.

13) Damage to Government Property: Any damage caused by the contractor or subcontractor to any government property while the contractor is on base shall be replaced or repaired to the satisfaction of the government by the contractor at no cost to the government.

14) Trash, Refuse & Debris: The contractor shall not use any government disposal bins, dumpsters or trash receptacles for any reason at any time. The contractor shall provide appropriate disposal bins/trash receptacles. Approval of disposal bins/trash receptacles location(s) shall be coordinated through government project manager. The contractor shall not allow debris to leave the work area due to potential damage to aircraft engines.

Contractor shall coordinate with the base. All debris or trash shall be disposed of off base. All demolition debris shall be disposed of at a permitted landfill, with landfill authorization, unless other arrangements have been coordinated through the EMO. Provide proof of landfill disposal from the landfill that accepts the materials. This may be accomplished by providing the government project manager with landfill receipts; waste manifests, or weight tickets from the landfill that accepts the construction debris.

15) Communications Cabling: Any communication cabling and/or pathways and/or equipment shall not be altered without prior written approval of the 139th communications flight.

Contactor must ensure any installed equipment, ductwork, piping, electrical etc., does not obstruct future access to existing communication cabling and pathways. Any cost associated with CF approved alterations will be the responsibility of the contractor. Under no circumstances will the contractor void the Governments current inside plant certification and warranty.

16) Contractor Manpower Reporting (CMR): The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for ARMY 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/.

Unit Identification Code (UIC) for the requiring activity: FFTPF0 Issuing Office DoDAAC: W912NS

17) Sustainable Procurement Requirements: Steel roofing shall contain a minimum of 16% of postconsumer content and 25-30% of total recovered materials content. Concrete mix shall comply with the minimum standard for ASTM C 595 for fly ash or GGBF slag replacement for cement.

19) Information Assurance Contractor Training and Certification (JAN 2008)

a) The Contractor shall ensure that personnel accessing information systems have the proper and current information assurance certification to perform information assurance functions in accordance with DoD 8570.01-M, Information Assurance Workforce Improvement Program. The Contractor shall meet the applicable information assurance certification requirements, including—

i) DoD-approved information assurance workforce certifications appropriate for each category and level as listed in the current version of DoD 8570.01-M; and

ii) Appropriate operating system certification for information assurance technical positions as required by DoD 8570.01-M.

http://www.ecmra.mil/

b) Upon request by the Government, the Contractor shall provide documentation supporting the information assurance certification status of personnel performing information assurance functions.

c) Contractor personnel who do not have proper and current certifications shall be denied access to DoD information systems for the purpose of performing information assurance functions.

20) Inadvertent Archeological Finds: In case of an inadvertent discovery of a cultural or archaeological resource, the following applicable actions will be taken immediately:

d) Workers will cease all excavation activity, ensure the site is secured, and contact Base Civil Engineering at 816-236-3318.

e) The Environmental Office (EMO) will ensure that activities have ceased at the discovery site and that the site has been secured from human and natural forces.

f) The Environmental Office will notify any applicable tribal governments and State Historic Preservation Office (SHPO) of the discovery. SHPO will determine if the State Archaeologist should be contacted.

g) The Environmental Office will notify the Base Judge Advocate General (JAG), Installation Commander, NGB/A7CV and the base Public Affairs Officer (PAO).

h) If the Environmental Manager (EM) has reason to believe that Native American human remains, funerary or sacred objects have been discovered, the EM will provide immediate telephone notification of the discovery, along with written notification by certified mail, to the Department of the Interior’s Departmental Consulting archaeologist (DCA) at the following:

Archaeological Assistance Division National Park Service Washington, D.C.20013-7127 Telephone: 202-343-4101

END SECTION

Attachment 1

Contractor Hazardous Material Identification Form

Date: ________ Part I

This part is to be completed by Contractor prior to start date, and shall be maintained on the job site.

Contractor Company: __________ Proposed work term: ________to_________ Contractor Point of Contact: ____________ Phone number: ___________

HM to be used:

MFG./Product

M.S.D.S Attached

Quantity used

Disposal Procedures Used/Unused material removed from ANG installation

Note: This form is for a one-month period and is to be submitted to the hazardous material pharmacy (HMP). All HM (hazardous material) used thereafter will be identified to Contacting Officer's Technical Representative for approval by the HMP. See Part II for Contractor close out procedures. HMP phone number is (816) 236-3573.

HMP Approval Signatures:

BEE (Base Environmental Officer) ___________________

ENV (Environmental Manager) ___________________

Safety Officer ___________________

Attachment 2 Contractor HM Identification Form

(Close Out Procedures)

Part II

Attach this part to Part I The Contractor shall accompany the Environmental Manager on the closeout inspection to ensure all used/unused HM was removed from the installation.

Date: ________

Closeout Signatures:

ENV (Environmental Manager) _________________________

Contracting Officer's Technical Representative _________________________

Contractor _________________________

SCHEDULE OF MATERIAL SUBMITTALS PROJECT NUMBER

ULYB162014

PROJECT TITLE:

Construct AATTC Pavilion

SOLICITATION/CONTRACT NO:

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

NO. OF COPIES REQUIRED

ITEM OR DESCRIPTION

OF ITEM, CONTRACT

REFERENCE, TPE OF

SUBMITTAL

C ol or

S el ec tio n

PR

O

PO

SE

D P

LA

N

REQUIRED

SUBMISSION

DATE

DATE RECEIVED

IN

CONTRACTING

DATE TO CIVIL

ENGINEERING

RETURN

SUSPENSE

DATE

FOLLOW-UP

DATE CONTRACTOR

NOTIFIED

CONTRACTOR

RESUBMITTAL

FINAL

APPROVAL

REMARKS

APPROVED DISAPPROVED

01 Roofing System 10 days from NTP

02 Trusses 10 days

03 Parallam Beam 10 days

04 Steel Posts and Brackets

10 days

05 Concrete Mix 10 days

06 Lighting Fixtures 10 days

07 Outlets/Switches/Weat herproof cover plates

10 days

08 Stain/Finish 10 days

09 Concrete Sealant 10 days

10 T&G Decking 10 days

AF FORM 66