RFP 1605AE-23-R-00003 _ Miami PhysSec Upgrades 01202023.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

US Department of Labor

Job Corps Acquisition Services

200 Constitution Ave, NW N-4643

JCAS

Washington DC 20210 email to: JCASConstructionProcurement@dol.gov

Barbara Eschels 202-693-4387 x 01/20/2023

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10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

Project #4005 - Physical Security Upgrades @ Miami Job Corps Center

The work involves design and construction services for physical security upgrades to the Miami Job Corps Center that include, but are not limited to, a Security Entrance

Building addition to Building A totaling approximately 760 GSF, site perimeter fencing and precast concrete wall, and site access controls at the primary site vehicular entry locations.

The NAICS code for this procurement is 236220, with a small size business standard of $39.5M.

The magnitude of construction is $5 million to $10 million.

This procurement is being solicited as unrestricted.

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 440 calendar days and complete it within ________________ ________________ calendar days after receiving

02:00 P.M.

02/21/2023

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

US Department of Labor Job Corps Acquisition Services

200 Constitution Ave, NW N-4643

JCAS

Washington DC 20210

Emily M. Giardino

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

TABLE OF CONTENTS

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PART I - THE SCHEDULE

SECTION A – FORM

A.1 STANDARD FORM 1442

SECTION B – PRICING

B.1 PRICING

B.2 CONTRACT PRICE - CONTRACT LINE-ITEM NUMBERS (CLIN)

B.3 TYPE OF CONTRACT

B.4 COST OF MATERIALS/EQUIPMENT

B.5 GOVERNMENT FURNISHED PROPERTY/EQUIPMENT

B.6 RFP QUESTIONS AND RESPONSES

B.7 DELIVERABLE – RELEASABLE COPIES – FREEDOM OF INFORMATION ACT

SECTION C - DESCRIPTION/SPECIFICATION/WORK STATEMENT

C.1 STATEMENT OF WORK

SECTION D - PACKING AND MARKING

NO CLAUSES IN THIS SECTION

SECTION E - INSPECTION AND ACCEPTANCE

E.1 NOTICE OF LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

E.2 SUBSTANTIAL COMPLETION

E.3 USE OF EQUIPMENT BY THE GOVERNMENT

E.4 FINAL COMPLETION AND ACCEPTANCE

E.5 INSPECTION AND ACCEPTANCE

SECTION F - DELIVERIES AND PERFORMANCE

F.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

F.2 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR

1984) ALTERNATE I (APR 1984)

F.3 FAR 52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEPT 2000)

F.4 PERIOD OF PERFORMANCE

F.5 PLACE OF PERFORMANCE

F.6 SCHEDULES

F.7 EXCUSABLE DELAYS

F.8 DELIVERABLES/SUBMITTALS

F.9 PROJECT EXECUTION SCHEDULE

F.10 DOCUMENTATION OF REQUESTS FOR EXTENSIONS

F.11 SUSPENSION OF WORK - NONCOMPLIANCE WITH CONTRACT REQUIREMENTS

F.12 NOTICES TO PROCEED (NTP)

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SECTION G - CONTRACT ADMINISTRATION DATA

G.1 DOLAR 2952.201-70 CONTRACTING OFFICER'S REPRESENTATIVE (COR) (MAY 2004)

G.2 PRE-CONSTRUCTION CONFERENCE

G.3 PROJECT MEETINGS

G.4 SUBCONTRACTS

G.5 SHOP DRAWINGS

G.6 OPERATIONS, STORAGE AREAS AND SECURITY

G.7 PROJECT SAFETY

G.8 DISPOSAL OF REFUSE

G.9 DETAILED ESTIMATE FOR PROGRESS PAYMENTS

G.10 MONTHLY PROGRESS PAYMENT REQUESTS (Application for Payment)

G.11 METHOD OF PAYMENT

G.12 CERTIFICATION OF PAYMENT TO SUBCONTRACTORS

G.13 INVOICE PREPARATION AND SUBMISSION

G.14 TEST RESULTS

G.15 FINAL COMPLETION/CONTRACT CLOSEOUT

G.16 ORDER OF PRECEDENCE

G.17 REFERENCED STANDARDS

G.18 FURNISHING INFORMATION AND RECORDS

G.19 DOL 2018-03 RECORDS MANAGEMENT REQUIREMENTS (AUGUST 2018)

G.20 DOL 2018-02 DOL MANDATORY TRAINING REQUIREMENTS FOR CONTRACTOR

EMPLOYEES (AUGUST 2018)

G.21 AUTHORITY OF CONTRACTING OFFICER

SECTION H - SPECIAL CONTRACT REQUIREMENTS

H.1 COMMENCEMENT OF WORK

H.2 PROPOSAL PREPARATION COST

H.3 SUBCONTRACTING RESPONSIBILITIES

H.4 GENERAL DECISION NUMBER

H.5 ENVIRONMENTAL COMPLIANCE

H.6 NOTICE OF CONSTRUCTIVE CHANGES

H.7 CONTRACT NUMBER IDENTIFICATION

H.8 SUBMISSION OF CORRESPONDENCE

H.9 WORKERS’ COMPENSATION LAWS

H.10 INSURANCE

H.11 BOND REQUIREMENTS

H.12 SAFEGUARDING OF INFORMATION

H.13 PUBLIC RELEASE OF INFORMATION

H.14 DOCUMENTS - OWNERSHIP AND USE

H.15 DISPOSITION OF MATERIAL

H.16 RIGHTS AND OBLIGATIONS

Miami JCC, Physical Security Improvements

H.17 INITIATION OF LIQUIDATED DAMAGES

H.18 PERMITS

H.19 OVERTIME WORK

H.20 LAWS AND REGULATIONS

H.21 LANGUAGE PROFICIENCY

H.22 ASSIGNMENT

H.23 REVIEW OF DOCUMENTS AND LOCAL CONDITIONS

H.24 OTHER SERVICES NOT TO RELIEVE CONTRACTOR

H.25 OTHER CONTRACTORS

H.26 ERRONEOUS REPRESENTATIONS

H.27 AUTHORIZED REPRESENTATIVE OF THE CONTRACTING OFFICER

H.28 NOTIFICATION OF DIFFERING SITE CONDITIONS

H.29 EQUITABLE ADJUSTMENTS

H.30 PRESERVATION OF REFERENCE POINTS AND BENCHMARKS

H.31 ORGANIZATION OF DRAWINGS AND SPECIFICATIONS

H.32 SPECIAL UTILITY PROVISION

H.33 RESPONSIBILITY OF CONTRACTOR

H.34 ORGANIZATION AND DIRECTION OF THE WORK

H.35 CONSTRUCTION OPERATIONS

H.36 SUBCONTRACTORS AND SUPPLIERS

H.37 AVAILABILITY OF UTILITY SERVICES

H.38 TEMPORARY FACILITIES AND SERVICES

H.39 INSTALLATION RULES AND REGULATIONS/CONTRACTOR PERSONNEL

H.40 MATERIALS AND EQUIPMENT

H.41 IMPORTED MATERIALS, EQUIPMENT, AND PERSONNEL

H.42 HAZARDOUS OCCUPATION ORDERS

H.43 HAZARDOUS MATERIAL IDENTIFICATION

H.44 RESTRICTION ON USE OF DOL FUNDS FOR LOBBYING

H.45 SPECIAL WARRANTIES

H.46 DEFINITIONS

H.47 CONFERENCES

H.48 MODIFICATIONS AND CHANGE ORDERS

H.49 ENGLISH LANGUAGE DOCUMENTATION REQUIREMENT

H.50 TRAFFICKING PERSONS COMPLIANCE PLAN CERTIFICATION

H.51 REPORTING ACCIDENTS

H.52 ORGANIZATIONAL CONFLICT OF INTEREST

H.53 CONFLICTS OF INTEREST

H.54 KEY PERSONNEL

H.55 DOL 2020-01 CONTRACTOR PERSONNEL TELEWORK (JANUARY 2020)

Miami JCC, Physical Security Improvements

PART II - CONTRACT CLAUSES

SECTION I - CONTRACT CLAUSES

I.1 FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

I.2 FAR 52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

I.3 FAR 52.223-9 ESTIMATE OF PERCENTAGE OF RECOVERED MATERIAL CONTENT FOR EPA-

DESIGNATED ITEMS (MAY 2008)

I.4 FAR 52.225-11 BUY AMERICAN-CONSTRUCTION MATERIALS UNDER TRADE

AGREEMENTS (OCT 2022)

I.5 FAR 52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

I.6 FAR 52.236-4 PHYSICAL DATA (APR 1984)

I.7 FAR 52.252-4 ALTERATIONS IN CONTRACT (APR 1984)

PART III - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J - LIST OF ATTACHMENTS

J.1 WAGE DETERMINATION, DBW FL20230215, 1/20/2023

J.2 STANDARD FORM 1413 – STATEMENT OF ACKNOWLEDGMENT

J.3 DOL JOB CORPS PROPOSAL TEMPLATE

J.4 CRITICAL PATH METHOD (CPM) CHECKLIST

J.5 SCHEDULE OF VALUES (SOV) CHECKLIST

PART IV -- REPRESENTATIONS AND INSTRUCTIONS

SECTION K - REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS OF OFFERORS

K.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

K.2 FAR 52.203-2 CERTIFICATE OF INDEPENDENT PRICE DETERMINATION (APR 1985)

K.3 FAR 52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (MAY 2022)

K.4 FAR 52.209-5 CERTIFICATION REGARDING RESPONSIBILITY MATTERS (AUG 2020)

K.5 FAR 52.209-7 INFORMATION REGARDING RESPONSIBILITY MATTERS (OCT 2018)

K.6 FAR 52.219-1 SMALL BUSINESS PROGRAM REPRESENTATIONS (SEP 2021)

SECTION L - INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

L.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

L.2 FAR 52.211-1 AVAILABILITY OF SPECIFICATIONS LISTED IN THE GSA INDEX OF FEDERAL

SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS, FPMR PART 101-

29 (AUG 1998)

Miami JCC, Physical Security Improvements

L.3 FAR 52.211-2 AVAILABILITY OF SPECIFICATIONS, STANDARDS, AND DATA ITEM

DESCRIPTIONS LISTED IN THE ACQUISITION STREAMLINING AND STANDARDIZATION

INFORMATION SYSTEM (ASSIST) (JUL 2021)

L.4 FAR 52.211-3 AVAILABILITY OF SPECIFICATIONS NOT LISTED IN THE GSA INDEX OF

FEDERAL SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS (JUN

1988)

L.5 FAR 52.216-1 TYPE OF CONTRACT (APR 1984)

L.6 FAR 52.233-2 SERVICE OF PROTEST (SEP 2006)

L.7 FAR 52.236-27 I SITE VISIT (CONSTRUCTION) (FEB 1995) --ALTERNATE I (FEB 1995)

L.8 RFP QUESTIONS

L.9 FAR 52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

L.10 FAR 52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

L.11 CONFLICTS OF INTEREST

L.12 TWO-PHASE DESIGN-BUILD ACQUISITION

L.13 PROPOSAL PREPARATION INSTRUCTIONS

L.14 EVIDENCE OF AUTHORITY TO SIGN PROPOSAL

L.15 INCURRING COSTS

L.16 RECEIPT OF UNREADABLE ELECTRONIC PROPOSAL

SECTION M - EVALUATION FACTORS FOR AWARD

M.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

M.2 INTRODUCTION

M.3 BASIS OF AWARD

M.4 EVALUATION FACTORS

M.5 SMALL BUSINESS SUBCONTRACTING PLANS (Other than Small Businesses Only)

Part I - The Schedule

SECTION B: PRICING

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Miami JCC, Physical Security Improvements

B.1 PRICING

B.1.1 As a firm-fixed price contract, the contract price includes all labor, materials, equipment, and services necessary to accomplish the construction required by the Contract, including applicable customs duties, transportation to the site, storage, premiums for insurance and bonds required by the Contract, permits, license and inspection fees, taxes, and all other items called for by the contract or otherwise necessary for performance of the contract. The Contract Price may be adjusted only by a written Contract modification signed by the Contracting Officer

(CO).

B.1.2 The contractor shall complete all work, including furnishing all labor, material, equipment, and services as called for and required by the terms and conditions of this contract document and all attachments hereto. The maximum time allowable for performance has been identified in Section/Paragraph F.1, clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (Reference FAR 11.404(b)). The price is firm fixed price and shall include all labor, materials, equipment, services, overhead, insurance, fees, profit, and all other costs.

B.2 CONTRACT PRICE - CONTRACT LINE ITEM NUMBERS (CLIN)

PROJECT TITLE: DESIGN-BUILD – PHYSICAL SECURITY IMPROVEMENTS AT MIAMI JCC

CONTRACTOR COMPLETES CONTRACT LINE ITEM NUMBERS (CLIN):

CLINs 0001 and 0002

CLIN 0001 Design-Build the Physical Security Improvements at the Miami JCC:

The Contractor shall provide all supervision, personnel, equipment, transportation, material, and other items and services necessary to perform the Design and Construction Services for the Physical Security Improvements at the Miami Job Corps Center

Construction Services 1 JOB $____________________

CLIN 0002 Bonding (Performance and Payment Bonds):

These items are cost reimbursable items and will be reimbursed on a dollar per dollar basis (actual expenses) upon receipt of bonds and proof of payment to the surety.

Bonds Reimbursement 1 Lump Sum $____________________

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B.3 TYPE OF CONTRACT

The resulting contract will include Contract Line-Item Numbers (CLINs) that are Firm Fixed- Price, except for CLIN 0002 Bonding. No additional sums will be payable on account of any escalation in the cost of materials, equipment, services, or labor, or because of the contractor’s failure to properly estimate or accurately predict the cost or difficulty of achieving the results required by this contract. Changes in the contract price or time to complete will be made only due to changes made by the Government in the work to be performed, or by delays caused by the Government.

B.4 COST OF MATERIALS/EQUIPMENT

The cost of any materials or equipment (to include storage, transportation, rental, insurance, maintenance, and/or disposal costs) required in conjunction with the services rendered herein shall be included in the proposed firm fixed price.

B.5 GOVERNMENT FURNISHED PROPERTY/EQUIPMENT

RESERVED

B.6 RFP QUESTIONS AND RESPONSES

Request for Proposal questions are submitted via e-mail to JCASConstructionProcurement@dol.gov and will be responded to via issuance of an amendment. The Questions and Answers (Q&A) do not change the RFP. The Q&A is intended to clarify requirements and to reflect the parties understanding of the specific RFP performance requirements at time of award. The initial RFP, as amended, shall form the contract between the contracting parties. The Q&A will be reviewed and utilized during contract execution and performance to ensure the descriptive and instructive clarifications provided and used to assure understanding of the performance requirements and relied on during the RFP and bid development phase are implemented.

B.7 DELIVERABLE – RELEASABLE COPIES – FREEDOM OF INFORMATION ACT

The Freedom of Information Act (FOIA) permits withholding information under several exemptions, including Exemption 4 which protects "trade secrets and commercial or financial information obtained from a person [that is] privileged or confidential," 5 U.S.C. 552(b) (4).

Within five business days of contract award, the contractor shall provide a statement that the contract is available for full disclosure under the FOIA or provide a scanned PDF of the redacted copy of the contract identifying the specific potions the contractor believes are covered by the exemption requested. Any redactions must be fully supported under the FOIA. In the event the Government notifies the contractor that it does not agree with a proposed redaction, the mailto:JCASConstructionProcurement@dol.gov

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Miami JCC, Physical Security Improvements contractor shall have five business days to submit additional information to support the requested redaction. For subcontracts, within 5 business days of the contractor's award of any subcontract over $500,000 the contractor shall provide the Government a scanned PDF copy of the subcontract with a statement that the copy is either available for full disclosure, or identifying the specific portions believed to be covered by the exemption requested.

Redactions should be limited to those protections provided under the FOIA. Following the procedures above, the Government has the right to notify the contractor of any disagreement with proposed redaction or exemption requests.

SECTION C

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

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C.1 STATEMENT OF WORK

SCOPE OF WORK

PHYSICAL SECURITY UPGRADES

MIAMI JOB CORPS CENTER

MIAMI GARDENS, FLORIDA

I. GENERAL

The work involves design and construction services for physical security upgrades to the Miami Job Corps Center that include, but are not limited to, a Security Entrance Building addition to Building A totaling approximately 760 GSF, site perimeter fencing and precast concrete wall, and site access controls at the primary site vehicular entry locations. In addition, provisions to accommodate the future installation of voice, video security systems, and associated electrical connections is included in the design and construction.

The fencing and wall design and installation consists of precast concrete wall, steel wrought iron fencing, heavy gauge privacy screen/chain link fencing, electrically powered sliding gates and single arm gates, and associated conduit routing. The work also includes the design, permitting, and installation of a service vehicle entrance road from an existing State Road and local public space and existing parking lot modifications and repairs at the Miami Job Corps Center.

The work includes, but is not limited to, miscellaneous site improvements in the form of general landscaping, sidewalks, roads, parking, concrete island demolition and re-construction, paving, site drainage, connection to all utility lines and site/security lighting.

Restoration of disturbed areas in included in this Scope of Work. The extent of work is described in Parts IV & V of this scope of work (SOW).

The Building A Security Addition design shall comply with identified and targeted standards established by the Leadership in Energy and Environmental Design (LEED) rating system;

however, no LEED Certification is required.

“Contractor Quick Reference Checklist,” Attachment 1, is a required form that identifies a simplified but not all-inclusive list of issues that the Contractor needs to address as due diligence items during the design phase. The JCH-814 paragraphs shown provide an initial design reference; however, reference to other sources may be required to fully address the issue.

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

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Miami JCC, Physical Security Improvements

“Quality Control, Testing, and Inspection Services Requirements”, Attachment 2, outlines the minimum quality control, testing, and inspection procedures and practices which are required to ensure the completed construction meets or exceeds both the contract requirements and the Government-accepted contractor design.

II. DESIGN REQUIREMENTS/SPECIFIC INSTRUCTIONS

A. LEGALLY MANDATED STANDARDS

The Contractor shall conform to:

1. Code of Federal Regulations

a) Safety and Health ………………………………………..OSHA CFR Part 1926

For bidding purposes, the contractor shall assume that there is no lead paint present. If lead paint is discovered during the Work the contractor shall immediately notify the Contracting Officer.

b) Disability/Accessibility……………………………………28 CFR Part 36

The design must be in strict conformance with the Architectural Barriers Act Accessibility Standard (ABAAS) of 2007 from the General Services Administration. The Contractor shall conduct a thorough research of these guidelines and, without exception, comply to the fullest extent, including those guidelines pertaining to the visually and hearing impaired.

No deviations from these guidelines are allowed. However, if the Contractor, at any Design Review Submittal, demonstrates that the compliance requirements would be technically infeasible or that compliance will cause an undue burden as defined by the guidelines, the Contractor is obligated to notify the Contracting Officer, in writing, for a final decision on such requirements.

(These standards can be printed from the website at http://www.access.gpo.gov/nara/cfr/cfr-table-search.html).

c) Life Safety Code………………………………………………………NFPA-101

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

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The Contractor’s responsibility for safety related requirements extends to all impacted areas and access ways affected by the work.

2. National and State Building Codes

The Contractor shall conform to all applicable construction codes, ordinances, and regulations including the national building code used in the local area, laws and local ordinances, including the Miami Gardens Public Works Stormwater Management and soil erosion and sediment control requirements, and any requirement to account for hurricanes and heavy winds. The most recent version of the IBC shall be used for all seismic related design. Deviations and interpretations shall be subject to the approval of the Contracting Officer.

3. Permits and Licenses

The Miami Job Corps Center is a federally owned and operated facility. The Contractor shall research, and be responsible for obtaining and paying for, all regulatory, permitting and licensing requirements required to perform this work in Miami Gardens, Florida and in accordance with JCH-814, Section 1.7. No drawings or specifications shall be submitted for building permits unless express notification in writing is received from the Contracting Officer (CO).

B. JOB CORPS GUIDELINES

1. JCH-814: Planning, Design, and Construction Administration Guidelines for Architects and Engineers.

Job Corps publication JCH-814, September 2013 "Planning, Design, and Construction Administration Guidelines for Architects and Engineers," including Amendment 1 dated September 2015, is a companion document to this scope of work. This reference will from this point forward be referenced as “JCH-814.” The JCH-814 can be found at http://www.solicitationattachments.com/jch814. It presents the Contractor additional design criteria not specifically stated in the scope of work.

Where conflicts occur between the requirements of the contract and JCH-814, the requirements of the contract shall take precedence.

http://www.solicitationattachments.com/jch814

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

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Miami JCC, Physical Security Improvements

2. Security Equipment

Section VI.I. Security Equipment Schedule consists of Owner Supplied Security Equipment (pathway by Contractor), shown for coordination purposes, and Contractor Supplied and Installed Security Equipment. The pathway conduit includes both 120Vand 12V/24V conduit as described in Section IV.B.4. Electrical. Contractor shall provide pathway from security equipment location to head-in locations of IDF head-in network closets throughout the Center.

C. OTHER STANDARDS

1. Energy Conservation

Building A Security Addition work is to be designed in accordance with energy conservation opportunities and applicable federal directives. In response to energy conservation concerns, all proposed construction shall conform to the current edition of the Model Energy Code of the State of Florida and ASHRAE 90.1-2013 for all buildings except low rise residential buildings. Low rise residential buildings, three stories or fewer above grade, shall conform to the International Energy Conservation Code IECC 2012. The ASHRAE 90.1 -2013 standards or IECC 2009 for low rise residential buildings shall be used as a baseline for energy comparisons.

It is the Department’s policy to purchase energy and water consuming products which are in the upper 25% of energy and water efficiency whenever practicable and cost effective. All work must be designed to meet or exceed the requirements of the Energy Policy Act of 2005 (or latest version), which includes Sections 103, 104, 109, 131, 553; Executive Order 14008; and all other applicable federal, state, and local codes and directives. New equipment shall be Energy Star or FEMP designated products where applicable.

Building annual energy consumption calculations, methods and presentation shall conform to nationally recognized standards such as found in ASHRAE Handbooks. A calculation summary statement of the estimated annual energy consumption, expressed in BTU/GSF/YR shall be submitted with the 15%, 60% and final review submittal for the building. Building energy shall include lighting, all HVAC energy including heating, cooling, and ventilating loads, fans and pump motors energy, and domestic hot water supply energy.

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

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The Contractor shall submit an energy analysis per ASHRAE 90.1-2010 Appendix G showing that the design reduces energy consumption by at least 30% (20% for Renovations) compared to the baseline building. This analysis will be provided with the 60% design submission and will be revised as necessary with succeeding submittals.

The Contractor shall evaluate options for the use of energy and water conservation measures in building design and shall include a description of recommended options in the DESIGN NARRATIVE (see JCH-814 for narrative requirements).

2. Environmentally Preferable Products

The Contractor shall evaluate options for the use of environmentally preferable products and environmentally preferable building design and shall include a description of recommended options in the DESIGN NARRATIVE (see JCH-814 for narrative requirements).

3. Existing Facility Investigative Survey

If the work is to be performed on an existing building for which plans are not available, the Contractor shall perform an investigative survey to determine if there are hidden conditions or elements which will impact the proposed design.

Demolition may be required to expose suspected unknown elements.

a) A property boundary survey of the property will be provided to the Contractor.

The property boundary survey can be found at http://www.solicitationattachments/miamiphysicalsecurity.

Contractor to perform a site survey to determine below grade hidden conditions including “Call before you dig” www.Sunshine811.com or a private utility locator to locate and to avoid damage to existing underground utilities within the limits of construction of the site entrance, fencing, and building addition. Existing utility easements may affect location of proposed site fencing; design shall be based on easement locations and requirements. Site survey shall include, but not be limited to:

a) Site survey to determine the location of above grade elements in the immediate vicinity of proposed Security Building Addition of which would impact proposed design and code compliance.

http://www.solicitationattachments/propertyboundarysurvey http://www.sunshine811.com/

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

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b) Site survey in the proposed vicinity of newly installed Security Equipment of which would impact proposed design and code compliance. This shall include, but not be limited to, a survey of the existing parking lot and vehicle pathways.

c) Survey of “Building A” existing electrical, plumbing, fire suppression/annunciation and mechanical components of which would impact proposed design and code compliance.

d) The survey shall include existing exterior envelope of Building A to determine the existing dimensions of horizontal and vertical elements needed to determine potential impacts to the design of the new Security Building Addition.

e) The survey shall determine the extent of any hidden structural elements. The design and spacing of hidden structural elements shall be investigated.

f) Any openings in the exposed finishes created to perform the investigative survey shall be sealed and restored in all areas where there are occupants. Any opening hidden by the exposed finish¸ such as a drop-in ceiling, need only be sealed.

D. SPECIFIC INSTRUCTIONS

1. Center Operation

The center shall remain in operation throughout the construction phase. The Contractor shall, as part of this contract, coordinate with Department’s Engineering Support Contractor (ESC) and evolve a set of construction documents that will minimize disruption of center operations during construction. Center shall be responsible for temporary Security Entrance functions during construction of Building ‘A’ Security Addition. The temporary Security Entrance will have electrical and accessibility requirements that shall not be interrupted by construction. The Contractor shall be responsible for ensuring limits of construction perimeter is secure during construction.

2. Contractor’s Responsibilities

The Contractor’s design shall meet the programmatic requirements as outlined in this scope of work and in the JCH-814.

Although this scope of work may identify specific elements of construction, it is the Contractor's responsibility to provide any and all elements which are incidental to provide a fully complete and functional facility.

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

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Miami JCC, Physical Security Improvements

The Contractor is required to provide twenty (20) high quality photographs in digital and paper format to document the completed facility. Submission of the requisite photo record shall be following remediation of the Substantial Completion Punch List.

3. Submittal Requirements

The required Submissions are as follows; percentages are an approximate fraction of completed construction documents.

Schematic Design 15%

Progress Contract Documents 60%

Final Contract Documents 100% and Coordination Drawings

Issued For Construction Documents Final

All submittals shall be in accordance with JCH-814, Section 8.4.

This project will require the following submittals:

The Contractor shall provide a Schematic Design (15%) submission and a presentation within 6 weeks of receipt of the Notice to Proceed (NTP). The submission of the Schematic Design will be followed by an on-board presentation conducted by the Contractor team approximately one week after submission. The on-board presentation will be held at the Miami Job Corps Center.

The Contractor shall provide a Progress Construction Documents (60%) submission, including all corrections and design review comment responses from the 15% submission based on the schedule contained in Section VII. In order to commence construction for fencing, all fence design shall be 100% completed as a part of the 60% submission. Contractor shall commence fence construction following Department approval of the 60% submission.

The Contractor shall provide a Final Contract Documents and Coordination Drawings (100%) submission, including all corrections and the design review comment responses from the 60% submission, based on the schedule contained in Section VII.

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

1605AE-23-R-0003

Miami JCC, Physical Security Improvements

The Issued for Construction documents, to include all corrections and design review comment responses from the 100% submission, shall be submitted two (2) weeks from receipt of the Final Contract Documents and Coordination Drawings approval by the Contracting Officer.

Three copies of the updated CONTRACTOR QUICK REFERENCE checklist shall be provided with each design submission.

Submittals for Review

One week before the Schematic Design 15% presentation, the Contractor shall submit two (2) sets of drawings (2 sets full size) and project documents, as well as two (2) sets of design calculations, HPSB Compliance Checklist, and design narrative to the CO for evaluation.

For the remaining submissions the Contractor shall submit two (2) sets of drawings (2 sets full size) and project documents, as well as two (2) sets of design calculations, HPSB Compliance Checklist, and design narratives to the CO for review and acceptance. In addition, one (1) full-size set of drawings at the 60% stage shall be submitted to the Job Corps Data Center. One (1) full-size set of drawings and specifications shall be mailed directly by the Contractor to the Miami Job Corps Center at each submission stage.

Miami Job Corps Center Attn.: Jamilah Rideout 3050 NW 183rd Street Miami Gardens, FL 33056

Job Corps Data Center Attn.: Kary Daniell 4041 Bluefish Dr.

Hernando Beach, FL 34607

The Issued for Construction submission shall consist of three (3) sets of the specifications and drawings, sealed and dated by the appropriate professionals, shall be reproduced for the contract files. One set will be sent to the Center and the remainder will be sent to the CO.

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

1605AE-23-R-0003

Miami JCC, Physical Security Improvements

Three (3) Finish Boards shall be submitted at the 60% design submission by the Contractor. Two (2) Finish Boards shall be mailed by the Contractor to the CO, and one (1) Finish Board mailed by the Contractor to the Miami Job Corps Center.

Drawings shall be provided in “AutoCAD” and PDF format. Specifications shall be provided in MS Word and PDF format and shall be delivered electronically through Submittal Exchange to the Department by the Contractor in addition to the drawing/specification sets required above.

The levels of detail required for each stage of the submittals are outlined in JCH-814, Section 8.4.

The Contractor is required to maintain the schedule per the contract and must indicate to the CO ways and means to recover lost time due to delays. No additional time will be given to the Contractor unless it is determined by the CO that the delay is legitimate and unavoidable, and that the Contractor has prudently exercised all options within its authority and ability to avert such delays.

The Contractor shall, at a minimum, submit the following for approval before commencing construction:

• Schedule, CPM in Microsoft Project or Primavera P6, with electronic files

• Safety Plan

• Quality Plan

• Construction phasing and layout plan

• All shop drawings, manufacturer’s cut sheets, and material submittals for materials and equipment to be incorporated into the work.

• Safety Data Sheets for all materials and equipment as applicable.

• Miami-Dade Notice of Acceptance (NOA) for high impact hurricane windows and doors

• Miami-Dade Notice of Acceptance (NOA) for parapet wall cap design/installation

• Miami-Dade Notice of Acceptance (NOA) for glazing

• Miami-Dade Notice of Acceptance (NOA) for chain link fencing and wrought iron fencing

• Miami-Dade Notice of Acceptance (NOA) for single ply membrane roofing

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

1605AE-23-R-0003

Miami JCC, Physical Security Improvements

4. Web Based Project Management System

The Department shall provide, and requires the Contractor to use, the secure online construction management system, Submittal Exchange©, that will expedite submittal information and management exchanges between members of the Contractor’s team, the ESC, the Department and other designated project stakeholders.

Submittal Exchange will be provided at Department’s expense and the Contractor will be required to attend a one-hour on-line training session before use.

The system offers an unlimited user automatic information exchange, and electronic closeout documentation for the entire project. The program service provides a comprehensive online system for exchanging, reviewing, and archiving construction communications as well as product manufacturer training for users.

The extent of use of Submittal Exchange shall be determined by DOL and the General Contractor during the Pre-Construction Conference. The following features of Submittal Exchange may be utilized:

1. Project Data, Shop Drawings 15. Notice of Non-Compliance

2. Design Submissions 16. Testing & Inspection Reports

3. Construction Photos 17. Proposal Requests

4. Construction Submittals 18. Tests & Inspections Reports

5. Applications for Payment 19. Requests For Change

6. Construction Submittals 20. Warranties

7. Construction Videos 21. Construction Schedule Updates

8. Substantial Completion 22. Closeout Documents

9. Coordination Drawings 23. HPSB

10. RFI’s 24. Punch Lists

11. Reports 25. Meeting Minutes

12. ASI’s 26. Commissioning and O & M Manuals

13. Deficiency Notices 27. Monthly Executive Reports

14. Substantial Completion Request 28. Final Inspection Request

e. Construction Schedules, Schedule of Values, Applications for Payment. These documents shall be submitted via email to DOL for review and approval

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

1605AE-23-R-0003

Miami JCC, Physical Security Improvements

5. Building Design

The Contractor must be familiar with Miami Gardens, Florida (local) construction methods and building materials, and shall provide a design that exemplifies the optimum balance of economy, aesthetics, life safety, ease of maintenance, and speed of construction.

6. Equipment

The Contractor shall clearly differentiate equipment that is a part of the Contractor's responsibility from equipment that is the Government's responsibility.

In general, only "fixed" equipment will be part of the contract. The Department will provide the "movable" equipment. The responsibility for the procurement of equipment is discussed in the individual section for each building type in JCH-814.

Note exception to owner provided matrix, security equipment supplied “by others”.

7. Site Visits – Construction Observation – Construction Progress Meetings

Site visits and construction progress meetings will be performed in accordance with Section G. of the contract. As part of the team, the Architect/Engineer will take an active role during construction to facilitate all progress meetings; prepare and distribute meeting minutes within three (3) days of each meeting; receive, review and respond to all shop drawing submittals, RFI’s, prepare ASI’s; visit the site on a regular basis, as work progresses and provide site visit reports with observations, review all test results; record and distribute deficiency notices/notice of non-compliance as necessary. Review all warranties, operations and maintenance manuals and develop a punch list at the conclusion of every phase.

A representative of the Department of Labor’s Engineering Support Contractor (ESC) will visit the site at least once a month. During this visit, the Contractor’s payment application will be quantified and verified.

8. As-Built Drawings

As-built drawings of the buildings involved are not available. The contractor is required to familiarize himself with the existing conditions affecting the work

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

1605AE-23-R-0003

Miami JCC, Physical Security Improvements through site verification. The contractor will be responsible for verification of all dimensions, layout, and conditions in and around the construction area involved.

The contractor shall inform the Contracting Officer immediately of any unforeseen conditions which may affect the work.

9. Availability of Existing Documents

Site verification of the existing conditions is required. The Contractor will be responsible for verification of all the dimensions and existing system types and conditions.

10. Pre-Design Meeting

Within ten (10) days from the Notice to Proceed, as the preliminary step, the Department will be conducting an introductory Pre-Design workshop at the Miami Job Corps Center. The contractor’s key members of each design discipline and construction team members are required to participate. Participants will also include representatives from the Department of Labor and its Engineering Support Contractor.

This meeting is intended to familiarize the architect/engineer contractor with the objectives of the project, the programmatic requirements and other inputs and constraints stemming from center operations. Project data, budget, schedule, etc., will be further defined or clarified, if necessary.

The architect/engineer contractor shall utilize this opportunity to gather as much data as it deems necessary to aid in the preparation of the Schematic Design documents.

III. USE OF THE SITE

Access to the construction site will be from N.W. 183rd Street using the main vehicular entrance for the Center. The contractor will maintain Department owned roads during construction and repair the road, curbs and gutters, sidewalks, landscape and public space to the existing condition at the completion of the project.

The Contractor shall re-configure the main entrance to the site to allow for Center pedestrian and vehicular entrances as well and for Construction. The site shall be accessible at all times for Center operations to include staff parking and Center

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

1605AE-23-R-0003

Miami JCC, Physical Security Improvements deliveries. The contractor shall remove portions of the median as required and shall also provide a temporary construction entrance along the main entrance into the northwest parking area (established as the laydown area in Section VI. C. Site Laydown Plan).

Construction entrance shall be a minimum of 20’ wide, include wheel wash area, and maintain existing drainage requirements. Contractor shall be responsible for restricting vehicular and pedestrian access to main center entrance from NW 183rd Street during construction of Building A Security Addition. Demolition of curb and landscaping at proposed construction entrance is required to allow vehicular access into laydown area.

Demolition of curb and landscape and the median island at the entrance is required to allow turning radius for a 40’ WB truck and avoid construction limits of Building A Security Entrance. Modifications to the designated Center Parking Area is required to accommodate daily Center Operations to include staff parking and deliveries to the Center. The Center entrance and parking areas must be re-built to the original existing conditions prior to Substantial Completion.

Unless otherwise approved by the Department, the lay-down area for the Security Building Addition will be located north of Building B and west of Building A (refer to Section VI. C. Site Laydown Plan). Contractor shall furnish and install 4” of compacted mineral aggregates for a 60’w x 120’l temporary parking surfacing at the northeast portion of the campus. Aggregate shall conform to the applicable requirements of ASTM D 1241 and be free from vegetable matter and other deleterious substances. Contractor shall coat gravel with asphalt tackcoat to promote bonding. Contractor shall stripe parking lot for minimum 20 standard parking spots on gravel parking area. At a minimum, parking spaces shall be 17’-0” long and 8’-6” wide and aisles shall be 23’-0” wide. Contractor shall restore the laydown areas to its pre-work condition after completion of the project. Refer to VI.C SITE LAYDOWN PLAN for temporary parking surface location.

Prior to start of construction, Center to relocate main entrance and related security equipment from Building A to the space between Building A and Building G as indicated in Section VI. C. Site Laydown Plan. This location will be the main access point for all people accessing the Center. As such, ongoing construction shall not interrupt or impact access to the temporary security entrance or the Center’s ability to secure this entrance, including power for security equipment. Design documents and sequence of construction shall take the above into consideration.

IV. EXTENT OF WORK

A. SITE IMPROVEMENTS AND UTILITIES

1. Design Objectives

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

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Miami JCC, Physical Security Improvements

Site Security Design Objectives (Reference Site Security Schematic Site Plans - Sketches E, F, and G)

The design objective is to provide physical security barriers around the campus, including ballistic resistant grade concrete wall, anti-climb fencing, wrought iron fencing, and chain link fence, as well as associated structural footing requirements.

The design objective includes parking lot improvements to accommodate installation of new security equipment and intended flow of traffic, including, but not limited, to construction of concrete medians and bollards to protect new security equipment. The design objective is to also provide 120V and 12V/24V conduit from various buildings on campus to security equipment located on site.

2. Site Improvements

The Contractor shall provide subsurface soil exploration sufficient to determine the foundation requirements for the proposed buildings and fencing. This work shall include a report with recommendations for foundation designs from a registered Geotechnical Engineer.

Contractor shall base their bid on the following:

• A minimum of five (5) borings 25 feet deep or to refusal, whichever is less.

Borings shall be at the four corners and center of proposed building addition.

• A minimum of ten (10) borings 5 feet deep or to refusal, whichever is less.

Borings shall be every 200 LF along the length of the proposed precast concrete wall.

The exact number of borings shall be determined as a part of the design process.

The final Geotechnical Report shall be submitted at the 15% design submittal stage.

In addition, the Contractor shall include testing and observation services from the soil engineer during earthwork for building pad, foundation and paved area construction. Given the frequency of hurricanes and high wind conditions, properly sized fence post footings should be provided by the Geotechnical Report as well.

The Contractor shall remove three (3) exiting flag poles and store safely during construction of Security Building Addition. Following completion of construction, Contractor shall reinstall three (3) flag poles to existing condition.

The contractor shall restore the public road damaged during construction and repair the road, curbs and gutters, sidewalks, landscape and public space for the entrances to the existing condition at the completion of the project.

a. Perimeter Fence Demolition

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

1605AE-23-R-0003

Miami JCC, Physical Security Improvements

In preparation of new perimeter fencing, the contractor shall systematically remove and dispose off-site of approximately 1,380 LF of 6’-0” high chain link fence along the west perimeter of the Center and approximately 800 LF of 4’-0” high split rail fence. Contractor shall install new fencing and tie-ins to existing fencing prior to demolition of existing fencing to ensure Center perimeter remains secure throughout project duration. The Contractor shall demolish existing fence, attachments and associated hardware including designated gates.

All concrete footings shall be removed and the waste and debris, generated by footings removal, shall become the property of the Contractor and shall be removed from the site. The Contractor must replace all fence footing holes with topsoil and must seed the impacted areas with grass seed. The contractor is responsible for removal of any trees, tree limbs, branches, or undergrowth that is in the way of the new fence line.

b. Ballistic-Resistant Wall and Motorized Vehicle Gate

The Contractor shall provide all labor, materials, tools, equipment, engineering, and services to construct approximately 800 LF of 10’-0” high constructed ballistic resistant precast concrete wall along the south perimeter and partially along the east and west perimeter. Wall is to be pre-cast concrete Grade 8-rated by UL752 with anti-climbing devices at the top of the wall. Precast concrete wall shall be Faddis Concrete Products precast concrete wall, 5” thick,, or equal, in accordance with manufacturer’s installation and contract specifications.

Concrete wall and corresponding footings to be installed parallel to existing chain link fence along south perimeter at a distance not to impede on existing 10’-0” utility easement. Concrete wall to be installed parallel to existing chain link fence along west perimeter at a distance not to impede existing property line. The Contractor is responsible for removal of any tree limbs, branches, or undergrowth that is in the way of the new fence line.

The Contractor shall provide all labor, materials, tools, equipment, engineering, and services to construct one (1) -12’-0” wide x 10’-0” high motorized sliding gate at vehicular entrance along the south perimeter. Single slide gate opener shall be Liftmaster RSL12V, Aleko AC5700, Standard Gates GPX-SL25, or equal, as a basis for design.

c. Wrought Iron Fencing

The Contractor shall provide all labor, materials, tools, equipment, engineering, and services to construct approximately 2,300 LF of 10’-0” high constructed solid steel wrought cast-iron fencing…