N6945020F2124 HAZMAT Pad.pdf

6 . ISSUE D BY CODE

N6945020D0033

1 . CO N TRA CT/P U RCH . O RD E R/

A G RE E M E N T N O .

N 69450

2 . D E L IVE RY O RD E R/ CA L L N O .

N6945020F2124

21P AGE 1 OF

5 . P RIO RITY

CODE

8 . DEL IVERY FOB

DEST INAT IONX

OT HE R

(See Sch edule if o t h er)

OR D ER FOR SUPPLIES OR SER VICES

3 . D A TE O F O RD E R/CA L L

2020 Jun 26

4 . RE Q ./ P U RCH . RE Q U E ST N O .

AC QR 5788256

SEE IT EM 6

N AVF AC SOU TH EAST

PW D KEY W EST

BLD G A-629, PO BOX 9018

KEY W EST F L 33040-9018

7 . ADM INIST E RE D BY (if o th er th a n 6 )

( YYYYM M M D D )

1 0 . D E L IVE R TO FO B P O IN T BY (D ate)

( YYYYM M M D D )

TOOTLE C ON STR U C TION , LLC

1712 SU N W OOD D R

LON GW OOD F L 32779-2791

CODE 5WFC69 . CONT RACT OR FACIL IT Y

SEE SCHEDULE

1 2 . D ISCO U N T TE RM S

M A RK IF BU SIN E SS IS1 1 .

X

X

SM A L L

SM A L L

D ISA D VA N TA G E D

X W O M E N -O W N E D

1 3 . M AIL INVOICE S T O T HE ADDRESS IN BLOCK

See Item 7

2 5 . T OT AL $196,119.50

PW D KEY W EST

IN SPEC TOR OF R EC OR D

PO BOX 9018, BLD G A-629

LEXIN GTON & LAN GLEY

KEY W EST F L 33040-9018

X

1 7 . ACCOUNT ING AND AP P ROP RIAT ION DAT A/ L OCAL USE

CODE

1 8 . IT E M NO. 1 9 . SCHEDUL E OF SUP P LIE S/ SERVICE S

* If q u a n t i ty a ccep ted b y th e G o ver n m en t is s a m e a s q u a n t i ty a ccep ted b elo w q u a n t i ty o r d er ed a n d en cir cle.

DE L IVE RY/1 6 .

1 4 . SHIP T O

Se e Sche dule

N 44222 N 68732

MARK ALL

P AC KAG ES AND

P AP ERS W ITH

IDENTIFIC ATIO N

NUMB ERS IN

B LO C KS 1 AND 2 .

2 3 . AM OUNT

1 5 . P AYM ENT W IL L BE M ADE BY CODE

D F AS-C LEVELAN D

ATTN : SB-39, AC C OU N TS PAY ABLE

1240 E 9TH STR EET

C LEVELAN D OH 44199

Th is d el iv ery o rd er/cal l i s i s s u ed o n an o th er G o v ern men t ag en cy o r in acco rd an ce w i th an d s u b ject to terms an d co n d i t io n s o f ab o v e n u mb ered co n tract .

T YP E CAL L

OF P URCHASE

ORDE R

SEE SCHEDULE

24. UNITED STATES OF AMERICA

TEL: 305-293-2504

EMAIL: william.r.jordan@navy.mil

CONTRACTING / ORDERING OFFICER

q u a n t i ty o r d er ed , in d ica te b y X . If d i f f er en t , en ter a ctu a l

BY: William R. Jordan

If t h is bo x is m ark ed, sup p lier m ust sign Accep t an ce an d ret urn t h e fo llo win g n um ber o f co p ies:

NAM E OF CONT RACT OR SIGNAT URE T YP E D NAM E AND T IT L E

( YYYYM M M D D )

DAT E SIGNE D

ACCE P T ANCE. T HE CONT RACT OR HE REBY ACCE P T S T HE OFFE R REP RESE NT ED BY T HE NUM BE RED P URCHASE ORDE R AS IT M AY P REVIOUSL Y HAVE BEE N OR IS NOW M ODIFIE D, SUBJE CT T O AL L OF T HE T E RM S

AND CONDIT IONS SE T FORT H, AND AGRE ES T O P ERFORM T HE SAM E.

Referen ce y o u r q u o te d ated

Fu rn is h th e fo l lo w in g o n terms s p eci fied h erein . REF :

2 0 . QUANT IT Y

ORDERE D/

ACCE P T ED*

2 1 . UNIT 2 2 . UNIT P RICE

D IFFE RE N CE S

2 6 .

INSP E CT E D RE CE IVED ACCEP T E D, AND CONFORM S T O T HE

CONT RACT EXCEP T AS NOT E D

2 7 a. QUANT IT Y IN COL UM N 2 0 HAS BE E N

( YYYYM M M D D )

c. DAT E d. P RINT E D NAM E AND T IT L E OF AUT HORIZ ED

GOVERNM E NT RE P RE SENT AT IVE

b. SIGNAT URE OF AUT HORIZ E D GOVE RNM E NT RE P RE SENT AT IVE

e. M AIL ING ADDRE SS OF AUT HORIZ ED GOVE RNM ENT REP RESE NT AT IVE

36. I ce r tify th is account is cor re ct and prope r for paym e nt.

g. E -M AIL ADDRESSf. T EL EP HONE NUM BE R

a. DAT E

( YYYYM M M D D )

b. SIGNAT URE AND T IT LE OF CE RT IFYING OFFICE R

2 8 . SHIP NO. 2 9 . DO VOUCHER NO. 3 0 .

INIT IAL S

3 2 . P AID BY 3 3 . AM OUNT VE RIFIED

CORRE CT FOR

3 5 . BIL L OF LADING NO.

3 4 . CHE CK NUM BE R

3 7 . RE CEIVED AT 3 8 . RECE IVE D BY

( YYYYM M M D D )

3 1 . P AYM E NT

COM P L ET E

P ART IAL

FINAL

P ART IAL

FINAL

DD For m 1155, DEC 2001 P RE VIOUS EDIT ION IS OBSOL ET E .

3 9 . DAT E RE CE IVED 4 0 . T OT AL

CONT AINERS

4 1 . S/R ACCOUNT NO. 4 2 . S/R VOUCHE R NO.

AD D R ESS

AN D

N AME

N6945020F2124

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES MAX

QUANTITY

UNIT UNIT PRICE MAX AMOUNT

0001 1 Project $196,119.50 $196,119.50 NTE Construct Concrete pad for HAZMAT Transfer Station A824

FFP

The contractor shall provide all design, labor, materials, supervision, and equipment necessary for installation of a concrete area (pad) for HAZMAT Transfer and Disposal area in accordance with the attached Statement of Work dated 13 April 2020 and Proposal dated 10 June 2020.

FOB: Destination

PURCHASE REQUEST NUMBER: ACQR5788256

PSC CD: Y1GD

MAX

NET AMT

$196,119.50

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

000101 $0.00

FUND ACRN AA

FFP

Funding Doc. No. N0021320RC023TT Customer ACRN: AA

MILSTRIP: N0021320RC023TT

NET AMT $0.00

ACRN AA

CIN: 000000000000000000000000000000

$196,119.50

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination N/A Destination Government 000101 N/A N/A N/A N/A

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 29-DEC-2020 1 PWD KEY WEST

INSPECTOR OF RECORD

PO BOX 9018, BLDG A-629

LEXINGTON & LANGLEY

KEY WEST FL 33040-9018

305-293-2357 FOB: Destination

N44222

000101 N/A N/A N/A N/A

Section 00700 - Contract Clauses

CLAUSES INCORPORATED BY FULL TEXT

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 29 December 2020.* The time stated for completion shall include final cleanup of the premises.

*The Contracting Officer shall specify either a number of days after the date the contractor receives the notice to proceed, or a calendar date.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $ 100.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

52.228-15 PERFORMANCE AND PAYMENT BONDS--CONSTRUCTION (OCT 2010)

(a) Definitions. As used in this clause--

Original contract price means the award price of the contract; or, for requirements contracts, the price payable for the estimated total quantity; or, for indefinite-quantity contracts, the price payable for the specified minimum quantity. Original contract price does not include the price of any options, except those options exercised at the time of contract award.

(b) Amount of required bonds. Unless the resulting contract price is $150,000 or less, the successful offeror shall furnish performance and payment bonds to the Contracting Officer as follows:

(1) Performance bonds (Standard Form 25). The penal amount of performance bonds at the time of contract award shall be 100 percent of the original contract price.

(2) Payment Bonds (Standard Form 25-A). The penal amount of payment bonds at the time of contract award shall be 100 percent of the original contract price.

(3) Additional bond protection. (i) The Government may require additional performance and payment bond protection if the contract price is increased. The increase in protection generally will equal 100 percent of the increase in contract price.

(ii) The Government may secure the additional protection by directing the Contractor to increase the penal amount of the existing bond or to obtain an additional bond.

(c) Furnishing executed bonds. The Contractor shall furnish all executed bonds, including any necessary reinsurance agreements, to the Contracting Officer, within the time period specified in the Bid Guarantee provision of the solicitation, or otherwise specified by the Contracting Officer, but in any event, before starting work.

(d) Surety or other security for bonds. The bonds shall be in the form of firm commitment, supported by corporate sureties whose names appear on the list contained in Treasury Department Circular 570, individual sureties, or by other acceptable security such as postal money order, certified check, cashier's check, irrevocable letter of credit, or, in accordance with Treasury Department regulations, certain bonds or notes of the United States. Treasury Circular 570 is published in the Federal Register or may be obtained from the U.S. Department of the Treasury, Financial Management Service, Surety Bond Branch, 3700 East West Highway, Room 6F01, Hyattsville, MD 20782. Or via the internet at http://www.fms.treas.gov/c570/.

(e) Notice of subcontractor waiver of protection (40 U.S.C. 3133(c)). Any waiver of the right to sue on the payment bond is void unless it is in writing, signed by the person whose right is waived, and executed after such person has first furnished labor or material for use in the performance of the contract.

252.204-7018 PROHIBITION ON THE ACQUISITION OF COVERED DEFENSE TELECOMMUNICATIONS

EQUIPMENT OR SERVICES (DEC 2019)

(a) Definitions. As used in this clause--

Covered defense telecommunications equipment or services means--

(1) Telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation, or any subsidiary or affiliate of such entities;

(2) Telecommunications services provided by such entities or using such equipment; or

(3) Telecommunications equipment or services produced or provided by an entity that the Secretary of Defense reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country.

Covered foreign country means--

(1) The People's Republic of China; or

(2) The Russian Federation.

Covered missions means--

(1) The nuclear deterrence mission of DoD, including with respect to nuclear command, control, and communications, integrated tactical warning and attack assessment, and continuity of Government; or

(2) The homeland defense mission of DoD, including with respect to ballistic missile defense.

Critical technology means--

(1) Defense articles or defense services included on the United States Munitions List set forth in the International Traffic in Arms Regulations under subchapter M of chapter I of title 22, Code of Federal Regulations;

(2) Items included on the Commerce Control List set forth in Supplement No. 1 to part 774 of the Export Administration Regulations under subchapter C of chapter VII of title 15, Code of Federal Regulations, and controlled--

(i) Pursuant to multilateral regimes, including for reasons relating to national security, chemical and biological weapons proliferation, nuclear nonproliferation, or missile technology; or

(ii) For reasons relating to regional stability or surreptitious listening;

(3) Specially designed and prepared nuclear equipment, parts and components, materials, software, and technology covered by part 810 of title 10, Code of Federal Regulations (relating to assistance to foreign atomic energy activities);

(4) Nuclear facilities, equipment, and material covered by part 110 of title 10, Code of Federal Regulations (relating to export and import of nuclear equipment and material);

(5) Select agents and toxins covered by part 331 of title 7, Code of Federal Regulations, part 121 of title 9 of such Code, or part 73 of title 42 of such Code; or

(6) Emerging and foundational technologies controlled pursuant to section 1758 of the Export Control Reform Act of 2018 (50 U.S.C. 4817).

Substantial or essential component means any component necessary for the proper function or performance of a piece of equipment, system, or service.

(b) Prohibition. In accordance with section 1656 of the National Defense Authorization Act for Fiscal Year 2018 (Pub. L. 115-91), the contractor shall not provide to the Government any equipment, system, or service to carry out covered missions that uses covered defense telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system, unless the covered defense telecommunication equipment or services are covered by a waiver described in Defense Federal Acquisition Regulation Supplement 204.2104.

(c) Procedures. The Contractor shall review the list of excluded parties in the System for Award Management (SAM) at https://www.sam.gov for entities that are excluded when providing any equipment, system, or service, to carry out covered missions, that uses covered defense telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system, unless a waiver is granted.

(d) Reporting.

(1) In the event the Contractor identifies covered defense telecommunications equipment or services used as a substantial or essential component of any system, or as critical technology as part of any system, during contract performance, the Contractor shall report at https://dibnet.dod.mil the information in paragraph (d)(2) of this clause.

(2) The Contractor shall report the following information pursuant to paragraph (d)(1) of this clause:

(i) Within one business day from the date of such identification or notification: The contract number; the order number(s), if applicable; supplier name; brand; model number (original equipment manufacturer number, manufacturer part number, or wholesaler number); item description; and any readily available information about mitigation actions undertaken or recommended.

(ii) Within 10 business days of submitting the information in paragraph (d)(2)(i) of this clause: Any further available information about mitigation actions undertaken or recommended. In addition, the Contractor shall describe the efforts it undertook to prevent use or submission of a covered defense telecommunications equipment or services, and any additional efforts that will be incorporated to prevent future use or submission of covered telecommunications equipment or services.

(e) Subcontracts. The Contractor shall insert the substance of this clause, including this paragraph (e), in all subcontracts and other contractual instruments, including subcontracts for the acquisition of commercial items.

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (DEC 2018)

(a) Definitions. As used in this clause—

“Department of Defense Activity Address Code (DoDAAC)” is a six position code that uniquely identifies a unit, activity, or organization.

“Document type” means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

“Local processing office (LPO)” is the office responsible for payment certification when payment certification is done external to the entitlement system.

“Payment request” and “receiving report” are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232- 7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall—

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the “Web Based Training” link on the WAWF home page at https://wawf.eb.mil/.

(e) WAWF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items—

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

Navy Construction/Facilities Management Invoice NAVCON

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial item financing, submit a commercial item financing request.

(2) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF

Pay Official DoDAAC N68732

Issue By DoDAAC N69450

Admin DoDAAC** N69450

Inspect By DoDAAC N44222

Ship To Code N44222

Ship From Code ____

Mark For Code ____

Service Approver (DoDAAC) ____

Service Acceptor (DoDAAC) ____

Accept at Other DoDAAC ____

LPO DoDAAC N44222

DCAA Auditor DoDAAC ____

Other DoDAAC(s) N44222

(4) Payment request. The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) Receiving report. The Contractor shall ensure a receiving report meets the requirements of DFARS Appendix F.

(g) WAWF point of contact.

(1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity’s WAWF point of contact.

Dattilo, Anton M CIV CPMS (US) <anton.dattilo@navy.mil>

(2) Contact the WAWF helpdesk at 866-618-5988, if assistance is needed.

Section 00800 - Special Contract Requirements

STATEMENT OF WORK

STATEMENT OF WORK Final

DATE: April 13, 2020

A. PROJECT INFORMATION:

PROJECT NAME: Construction of Concrete Pad for Storage, Staging and Access to A-824

PROJECT LOCATION: Boca Chica Buildings A-824

WORK ORDER NUMBER:

NAVY PROJECT ENGINEER: Sandra Brown

Phone No: 305-293-2083

E-mail: sandra.brown5@navy.mil

B. GENERAL PROJECT DESCRIPTION:

The government has the need for the design and installation of a concrete area for access to building A-824, storage and staging of multiple dumpsters, including a 20yd dumpster placement area with remaining access for vehicle and transfer space. This approximate 3,240 square foot area needs to be raised to avoid flooding at high tides and proper sloping for drainage and access. The area of construction is located within an Installation Restoration Site with existing land use controls (LUCs). Potential chemicals of concern (COCs) remain in soil, sediment, sediment and surface water at the site. The potential COCs for Human Health include arsenic, antimony, beryllium and Aroclor 1260. Soil debris generated at the site will be required to be disposed directly at a Class I landfill. It will be the responsibility of the contractor to coordinate with the disposal facility any required testing needed for proper disposal of soils. Soil testing with results must be completed prior to any commencement of work and provided to government construction manager for review. Due to the potential COCs at the site, workers shall be properly OSHA trained (e.g. HAZWOPER and/or other applicable OSHA requirements).

A more detailed description of the project requirements is stated below in the “Specific Project Description Statement of Work (SOW) Section G.”

C. ATTACHMENTS:

Site photos of existing location and approximate footprint of concrete pad and construction area.

D. PROJECT SCHEDULE:

Completed 180 days from award.

E. PROJECT DELIVERABLES – Design:

NOTE: All measurements given in this document are approximate and are in no way to be construed by the contractor as absolute. The contractor shall be responsible for his own field investigation and measurements. The government will assume no responsibility for the contractor failing to make his or her own measurements. All discrepancies at the site found by the contractor shall be brought to the attention of the government prior to commencing.

1. Preconstruction submittals

a. Proposed Products.

b. Environmental Protection plan.

c. Work Plan: Construction schedule and work hours.

d. Health and safety plan.

e. Quality control plan.

f. HAZWOPER training verification.

g. Soil testing and results.

2. Design Data

a. Design of concrete pad to hold minimum 20 cu yd disposal dumpster area.

b. Design review requirements - Submit 75% design and Final 100% design.

c. Site layout of design with elevations.

3. Product Data:

a. Material submittals and cut sheets.

4. Test Reports:

a. Concrete Slump testing reports.

5. Closeout Submittals:

a. Soil testing and results.

b. Disposal Transmittal Documents.

c. Final As-Built Record Drawings.

Format. Compile all deliverables into a single complete report in both paper copy and as an Adobe Acrobat File (.PDF file type) “searchable” text document. The PDF shall be free from any document permissions and/or restrictions. The bulk of the main body of the report shall be letter size (8.5” by 11”) format, while graphical sheets may be letter, legal or tabloid-size format.

Electronic Copies. Provide two identical Compact Disks (CDs), each with a complete consolidated electronic copy of the report. The PDF document shall contain all non-electronic entities such as signatures and seals.

General - A Pre-final Submittal containing all of the deliverables listed above shall be submitted to NAVFAC-SE. This submittal will be reviewed by NAVFAC-SE to ensure compliance with all requirements listed above.

Design review requirements- Submit 75% design and Final 100% design

F. LOCATION:

NAS Key West- Boca Chica A-824

G. SPECIFIC PROJECT DESCRIPTION Statement of Work (SOW):

1. Project – General Overview Building A-824 handles the transfer of HAZMAT material. It is in need of an area for proper vehicle access and the placement of a 20 cu yd. dumpster and multiple smaller dumpsters that does not flood during high tide and is environmentally friendly. The government is seeking a “design-build” proposal for the installation of an approximate 3,240 sq. ft. concrete area that will accommodate a 20 cu yd. dumpster, multiple smaller dumpsters and allow ingress and egress of forklifts and trucks utilized for transfer. Two (2) bollards are desired behind the 20 cu yd.

dumpster and concrete curbs on the 1 wooded sides of the area. Grade with #57 stone, 2 sides as needed. Soil testing and results must be done prior to any work commencing.

2. Design Requirements This is a design build project. The contractor shall design in accordance with the basic requirements as stated below.

a) Design to current Florida Building Code, ASCE 7-10.

b) Slab: Concrete 5000 psi minimum, broom swept finish, expansion joints, must be crowned so that drainage flows evenly in all directions away from the front of the building.

c) Concrete ramp into the building, 2” minimum clearance for gate closure.

d) Forklift accessible design.

e) Truck access for dumpster removal.

f) Concrete curbs on the East “wooded” inaccessible side.

g) 2 bollards placed to prevent 20 cu yd. dumpster to fall over edge.

3. HAZMAT Requirements

The work site is located within a designated Installation Restoration Site (SWMU 7) with existing land use controls (LUCs). Potential chemicals of concern (COCs) remain in soil, sediment, sediment and surface water at the site. The principle potential COCs for Human Health identified at the site include arsenic, antimony, beryllium and Aroclor 1260. It will be the contractor’s responsibility to coordinate with the disposal facility regarding any specific testing/characterization/test methods required for proper soil disposal. Any soil testing required will be conducted at the construction site prior to any work commencing using a certified laboratory. Results will determine acceptability by final disposal site. Personal protection equipment (PPE) level and work plan conditions shall be based on the site COCs and, as applicable, on any additional data gathered from testing. All custody documents will be provided for soil disposal, laboratory test(s) results, etc. upon completion and prior to close out. The following documents are the government reports on site conditions:

(1)https://www.navfac.navy.mil/niris/SOUTHEAST/KEY_WEST_NAS/N00213_000363.pdf and (2)https://www.navfac.navy.mil/niris/SOUTHEAST/KEY_WEST_NAS/N00213_001594.pdf.

The contractor shall provide construction site methods of safe practice in accordance with the Department of the Navy Environmental Restoration Program (NERP) Manual, dtd 2018 (https://www.navfac.navy.mil/content/dam/navfac/Specialty Centers/Engineering and Expeditionary Warfare Center/Environmental/Restoration/er_pdfs/gpr/don-ev-man-nerp- 201801A.pdf). Chapter 17 of the NERP manual deals with Health and Safety and maybe a useful guidance or reference section.

a) Site soil testing/results prior to commencement of work for disposal determination and/or additional worker safety requirements as applicable.

b) OSHA training based on potential site hazards (e.g. HAZWOPER/PPE. Etc.).

c) Proper PPE for workers determined for site conditions.

d) Custodial documentation for soil disposal, laboratory test(s) results, etc. upon completion and prior to close out.

H. GENERAL REQUIREMENTS:

1. SUSTAINABLE DESIGN

In accordance with Executive Order 13834, Efficient Federal Operations, Implementation Instructions for Executive Order 13834, NAVFAC Engineering & construction bulletin (ECB) 2008-01 2004-02 and other pertinent directives, integrate sustainable principles into the design, development and construction of the project. Reduce the total cost of ownership of the facility using a whole building, life-cycle approach.

Provide integrated sustainable design strategies and features to minimize the energy consumption of the facilities; conserve resources; minimize adverse effects to the environment; and improve occupant productivity, health, and comfort.

2. ENERGY CONSERVATION

All energy consuming equipment or systems procured shall meet energy requirements of the latest version of ASHRAE Standard 189.1 (a.k.a. lgCC), 90.1, 62.1, 55, and comply with EPA Act 2005, DODI 4170.11, EISA 2007, OPNAV 4100.5E, and NDAA 2010.

3. APPLICABLE CODES AND STANDARDS:

The design and construction shall be in accordance with established construction practices, and the latest revision/edition of the following referenced codes and standards. The term "Latest Revision/Edition" is defined as the version as of the project award date. References are available at www.wbdg.org/ndbm/.

The advisory provisions of all codes and standards shall be mandatory, as though the word “shall” had been substituted for “should” wherever it appears. Reference to the “authority having jurisdiction” shall be construed to mean “Contracting Officer”. Comply with the required and advisory portions of the current edition of the standard at the time of contract award. UFC 1-200-references to other UFCs and Codes that are to be used for all sections in this contract.

1. Unified Facilities Criteria (UFC) 1-200-01, General Building Requirements

2. UFC 1-300-09N, Design Procedures

3. American Gas Association (AGA).

4. Associated Air Balance Council (AABC)

5. National Environmental Balancing Bureau (NEEB)

6. International Mechanical Code (IMC).

7. American Society of Heating, Refrigeration, & Air Conditioning Engineers (ASHRAE)

8. Standards

9. Sheet Metal and Air Conditioning Contractors National Association (SMACNA)

Guidelines.

10. International Plumbing Code (IPC).

11. Illuminating Engineering Society North America (IESNA) Handbook

12. National Electrical Manufacturers Association (NEMA).

13. Electronic Industries Alliance (EIA)

14. Telecommunications Industry Association (TIA)

15. Architectural Woodwork Institute.

16. American Aluminum Manufacturers Association (AAMA)

17. NRCA, Roofing and Waterproofing Manual

18. American Hardware Association (AHA).

19. Building Hardware Manufacturers Association (BHMA).

20. Federal, State, County, and local environmental regulations.

21. American Society of Testing and Materials (ASTM)

22. American Water Works Association (AWWA)

23. National Fire Protection Association (NFPA) Codes and Standards

24. IEEE C2, National Electrical Safety Code

25. NEC national electrical code

26. Mil-standard MIL-STD-188-124B (and Mil-HDBK-419a)

27. NAVFAC SE ITERIM DESIGN GUIDANCE

28. Grounding and lightning protection systems

29. All federal codes and requirements working in wetlands

30. All federal codes and requirements working disposal of material

31. NOx requirements ANSI 372

32. National Fuel Gas code ANSI Z223.1

33. UL 142,2085

34. UFC article 97 for impact and projection resistance

35. Florida Administrative Code 62-762 (above ground storage tanks)

36. All other UFC applicable codes

4. GOVERNMENT REVIEW TIME FOR SUBMITTALS

Allow review period, beginning with receipt by approving authority that includes at least 21 calendar days for submittals for Contracting Officer approval, excluding all holidays and the period from December 15th to January 2nd. The period of review for submittals with Contracting Officer approval begins when Government receives submittal from QC organization. Period of review for each re-submittal is the same as for initial submittal.

5. EXAMINATION OF PREMISES:

Prior to submitting proposals, contractors are expected to inspect the project site and satisfy themselves as to the general and local conditions that may affect the cost of performance of the work to the extent that such information is reasonably obtainable.

The Contracting Officer will announce a specific date and time when contractors will be allowed to visit the project site. Contractors shall be accompanied by Government personnel.

All inquiries shall be in writing and shall be submitted to the assigned Contract Specialist at the NAVFAC SE, PWD, Naval Air Station, and Key West, Florida.

6. STATION REGULATIONS:

The Contractor, employees and Sub-contractor(s) shall become familiar with any and obey all Station Regulations, including fire, traffic and security regulations. All Contractor personnel shall keep within the limits of the work (and avenues of ingress egress) and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractors and Sub-contractor’s equipment shall be conspicuously marked for identification.

Since a portion of this project will be within the “flight line” the contractor will have to have escorts.

7. SECURITY REQUIREMENTS:

All individuals working at the Naval Air Station Complex and associated Annexes shall obtain an individual Identification Card issued by the Naval Air Station Pass and ID Office. (This does not apply to individuals making deliveries.) Each individual shall present two original forms of identification: photo ID, such as State Driver’s License, or Pass Port; and Original Social Security Card. The firm shall provide Employment Eligibility Verification in accordance with Homeland Security requirements. Pass and ID Forms and additional instructions will be issued to the Contractor upon award of the Contract.

In addition to individual Identifications, vehicle permits shall be obtained for non-rental vehicles. Vehicle Permits require documentary proof of liability insurance coverage and all pertinent identification/description such as manufacture’s Model, Body type and engine number.

8. IDENTIFICATION BADGE AND INSTALLATION ACCESS

All contractors, suppliers and vendors must have a Defense Biometric Identification System (DBIDS) credential for base access. Obtain access to the installation by participating in the DBIDS. Costs for obtaining passes through the DBIDS are the responsibility of the Contractor. One-day passes, issued through the Base Pass and Identification Office will be furnished without charge. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/portal/site/uscis by searching or selecting Employment Verification (Form I-9). Immediately report instances of lost or stolen badges to the Contracting Officer.

a. DBIDS Program: Defense Biometric Identification System (DBIDS) increases installation security and communications by receiving frequent database updates on changes to personnel/credential status, law enforcement warrants, lost/stolen cards, and force protection conditions. The system provides a continuous vetting anytime the DBIDS card is scanned at an installation entry point. If you currently have a Navy Commercial Access Control System (NCACS) card, the following is required to get a DBIDS credential:

- Present your NCACS Card and a completed copy of the SECNAV FORM 5512/1 to the base Visitor Control Center representative.

- The VCC will pull up your information in the computer, ensuring all information is current and correct.

- Once your information is validated, a temporary DBIDS credential is provided.

- Your temporary credential will have an expiration date, prior to which you will need to obtain your permanent DBIDS credential (~ 180 days).

- For each additional U.S. Navy installation to which you need access, the first time you visit you only need to bring your DBIDS credential and statement of purpose for base access when arriving at the Visitor Control Center.

- The representative will enter base access authorization and then you may proceed to work.

All other information can be found on the website: https://cnic.navy.mil/om/dbids.html

b. One-Day Passes: The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

9. PHOTOGRAPHY:

Taking of photographs will not be permitted within the Complex unless first approved by the Contracting Officer.

10. SAFETY AND HEALTH REQUIREMENTS:

The provisions of the Department of the Army, Corps of Engineers’ “Safety and Health Requirements Manual” EM 385-1-1 (current edition) shall apply to the work under this Contract. A copy of this Manual may be examined at the NAVFAC SE, PWD, Naval Air Station, Key West, FL. Copies of this publication may be obtained upon application, accompanied by money order, coupon or cash to the Superintendent of Documents, Government printing Office, Washington, D. C. 20401. This Manual is also available on line at: http://www.usace.army.mil/publications/eng-manuals/em385-1-1/toc.htm.

References: The publications listed below form a part of this specification. Use current version of referenced requirements at the time of contract solicitation. The publications are referred to within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z359.1, Safety Requirements for Personal Fall Arrest System, Subsystems and Components ANSI A10.32, Fall Protection systems for Construction and Demolition Operations ANSI Z88.2, Respiratory Protection ANSI Z358.1, Emergency Eyewash and Shower Equipment

ASME INTERNATIONAL (ASME)

ASME B30.22, Articulating Boom Cranes ASME B30.3, Construction Tower Cranes

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety -- Safety and Health Requirements

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards 29 CFR 1926 Safety and Health Regulations for Construction

11. CLEANUP:

The Contractor shall at all times keep the work area free from accumulations of waste materials.

Combustibles and waste materials, rubbish and other items shall be removed from the work site each workday. Before completing the work, the Contractor shall remove from the work area and premises any tools, equipment, and materials that are not the property of the Government, etc.

Upon completing all work, the Contractor shall leave the work area in a clean, neat, and orderly condition satisfactory to the Contracting Officer.

12. DISPOSAL:

All generated/construction waste shall be removed off Government property and disposed of in accordance with all local, State and Federal regulations at the Contractor’s expense. Soil debris generated at the site will be required to be disposed directly at a Class I landfill. It will be the responsibility of the contractor to coordinate with the disposal facility any required testing needed for proper disposal of soils.

13. COOPERATION WITH OTHER CONTRACTORS:

Attention is invited to the fact that other Contractors may be engaged in similar and supporting work requiring close cooperation. The Contractor shall cooperate and schedule his work to avoid conflict with and interruption of the work of others insofar as practical. In the case of conflicts with other Contractors that cannot be resolved satisfactorily, the matter shall be referred to the Contracting Officer for decision, and such decision shall be final, subject to right of appeal in accordance with the terms of this contract.

14. UNFORESEEN MAJOR REPAIRS:

Should deteriorated material of a major nature be uncovered in the course of the work, it shall be brought to the attention of the Contracting Officer. All repairs shall be made only as directed in writing, by the Contracting officer. Any additional work that may increase the original cost of this contract must be approved and funded prior to executing of same.

15. EXISTING WORK:

Operations affecting existing work shall be executed with care so as not to damage work in place; and all work damaged by such operations shall be rectified or be replaced without additional cost to the Government and be satisfactory to the Contracting officer. Care shall be taken when removing all existing equipment, fasteners and be protected with the intension to Re-use existing services.

16. AVAILABILITY OF UTILITIES:

All reasonable amounts of electric and water service will be made available to the Contractor by the Government from the nearest suitable and available connection. The contractor is fully responsible for all material and labor costs associated with the utility connection. Contractor shall provide the required Port-a-John for the project.

17. INTERRUPTION OF UTILITIES SERVICES:

Permission to interrupt any Activity roads and/or utility services such as water, sanitary sewer, telephone and electric shall be requested in writing a minimum of twenty-one (21) calendar days prior to the desired date of interruption. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays.

18. SUPERVISION:

The Contractor shall have a Superintendent fluent in English on the job site during all working hours. The superintendent shall have a minimum of 10 years’ experience working in construction. Approval of on-site Superintendent is required prior to start of construction. Provide resumes describing their experience with references and qualifications to the Contracting Officer for approval. Minimum SSHO Requirements are 3 years work on similar projects, completion of the 30-hour OSHA construction safety class within the last 3 years and competent person training for work of this project.

The Superintendent shall perform the SSHO, Quality Control (QC) Manager and also the Safety Officer.

Superintendent shall also be responsible for updating the schedule.

19. WORK HOURS

The contractor shall work between the hours of 7:30am and 3:30pm. Monday-Friday.

20. LAYDOWN STORAGE AREA

The Government will provide a Laydown area for the contractor. The area shall be properly maintained and organized at all times. Exact area shall be determined at a later date. Contractor shall submit request 30 days prior to mobilization.

21. NFAS - SUBPART 42.15-CONTRACTOR PERFORMANCE INFORMATION

42.1503 Procedures.

42.1503-100 Preparation and use of contractor performance evaluation reports.

(a) All contracts/contract actions that meet Contractor Performance Assessment Reporting System

(CPARS) reporting requirements shall include the following statement in the solicitation:

“Contractor’s performance will be evaluated using the respective contractor performance evaluation report entry system located on the website http://www.cpars.gov/ . Prior to commencement of work the contractor is required to provide the government with the name, phone number and e-mail address of the “Contractor’s Representative” that will be responsible for receipt and review of draft performance evaluations prepared by the government in the appropriate system. It is the contractor’s responsibility to keep this contact information current.”

(end)

Pre Proposal Inqueries & Responses

1. Please confirm that project's onsite QCM can simultaneously serve as the SHHO and that a 2nd site manager will serve as the project's lead superintendent.

The RFP states "triple hat" (QCM, SHHO, Superintendent) to be one person. The government will allow the contract to quote "double hat" (QCM and SHHO) and a 2nd site manager as Superintendent.

2. Please confirm one round of 100% pre-final design is acceptable for government review.

Yes, The government will accept the 100% pre-final design.

3. Please advise as to the largest and/or heaviest type of vehicle and equipment that will be operating on new concrete pad.

The largest vehicle is a trach truck per the plate of the truck it is 66,000 lbs empty. Add approx. 6 tons weight (Total = 78,000 lbs)

(end)

ACCOUNTING AND APPROPRIATION DATA

AA: 1701804 52FM 320 00520 056521 2D STP5CH

COST CODE: 21320RC023TT

AMOUNT: $196,119.50

ACRN CLIN/SLIN CIN AMOUNT

AA 000101 000000000000000000000000000000 $196,119.50

WAGE DETERMINATION

General Decision Number: FL20200022 05/15/2020 Superseded General Decision Number: FL20190022 State: Florida Construction Type: Building County: Monroe County in Florida.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts .

Modification Number Publication Date 0 01/03/2020 1 05/15/2020

ELEC0349-003 09/02/2019

Rates Fringes

ELECTRICIAN...................... $ 35.36 12.77

ENGI0487-004 07/01/2013

Rates Fringes OPERATOR: Crane All Cranes Over 15 Ton Capacity. $ 29.00 8.80 Yard Crane, Hydraulic Crane, Capacity 15 Ton and Under $ 22.00 8.80

IRON0272-004 10/01/2019

Rates Fringes

IRONWORKER, STRUCTURAL AND

REINFORCING...................... $ 25.49 11.99

PAIN0365-004 08/01/2019

Rates Fringes PAINTER: Brush Only............. $ 20.21 11.28

* SFFL0821-001 01/01/2020

Rates Fringes SPRINKLER FITTER (Fire Sprinklers) $ 29.18 19.75

SHEE0032-003 12/01/2013

Rates Fringes SHEETMETAL WORKER (HVAC Duct Installation).................... $ 23.50 12.18

SUFL2009-059 05/22/2009

Rates Fringes

CARPENTER........................ $ 15.08 5.07

CEMENT MASON/CONCRETE FINISHER $ 12.45 0.00

FENCE ERECTOR.................... $ 9.94 0.00

LABORER: Common or General $ 8.62 0.00

LABORER: Pipe layer.............. $ 10.45 0.00

OPERATOR: Backhoe/Excavator. $ 16.98 0.00

OPERATOR: Paver (Asphalt, Aggregate, and Concrete). $ 9.58 0.00

OPERATOR: Pump.................. $ 11.00 0.00

PAINTER: Roller and Spray $ 11.21 0.00

PLUMBER.......................... $ 12.27 3.33

ROOFER: Built Up, Composition, Hot Tar and Single Ply $ 14.33 0.00

SHEET METAL WORKER, Excludes HVAC Duct Installation........... $ 14.41 3.61

TRUCK DRIVER, Includes Dump and 10 Yard Haul Away............ $ 8.00 0.15

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If the EO covers this contract, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH- 0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for…