Mississippi Project - Solicitation No. DOL-ETA-20-R-00008.pdf

PROJECT TITLE: CONSTRUCTION – MISCELLANEOUS BUILDING REPAIRS at the MISSISSIPPI JOB

CORPS CENTER, CRYSTAL SPRINGS, MISSISSIPPI

The project is to provide construction services for the Miscellaneous Building Repairs at the Mississippi Job Corps Center, Crystal Springs, MS. The work includes services for construction for the repairs in several buildings noted below at the Mississippi Job Corps Center. The work includes, but is not limited to, repair and restoration of specific items and areas in the following buildings:

• Education Building 14,

• Gymnasium Building 17,

• Construction Trades Building 27,

• Cafeteria Building 67

Mississippi Job Corps Center

400 Harmony Road Crystal Springs, MS 39059

- This requirement has been set-aside for a competitive Service Disabled Veteran Owned Small Business (SDVOSB)

- The estimated Construction Cost is between $250,000 and $500,000

- Please Reference Section C for the Statement of Work.

- Contractor shall submit one copy of the proposal via email to ramso.bryan@dol.gov by the solicitation due date. Paper copy submittals are not required for this solicitation. Include the solicitation number in the subject line of the email. Original bid bonds must be received by the proposal due date or the proposal will be considered nonresponsive. Bid bonds shall be sent to the address in Block 7 to the attention of Bryan Ramso.

- Please see Section L for further offeror instructions.

X

1. SOLICITATION NO. 2. TYPE OF SOLICITATION 3. DATE ISSUED PAGE OF PAGES

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

7. ISSUED BY

CODE

8. ADDRESS OFFER TO

A. NAME B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

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

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS? (If "YES," indicate within how many calendar days after award in Item 12B.)

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

STANDARD FORM 1442 (REV. 4-85) STANDARD FORM 1442

Prescribed by GSA YFAR (48 CFR) 52.236-1(d) NSN 7540-01-155-3212

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

SOLICITATION SOLICITATION

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

9. FOR INFORMATION

CALL: Bryan Ramso, Contract Specialist (202) 693-3618

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

SEALED BID (IFB)

NEGOTIATED (RFP)

11. The Contractor shall begin performance within ____10______ calendar days and complete it within ___134___ calendar days after receiving award, notice to proceed. This performance period is X mandatory, negotiable. (See _____________________________.)

YES NO

A. Sealed offers in original and __One (1)__copies to perform the work required are due at the place specified in Item 8 by _2:00 PM Eastern Time (hour) local time _____________________ (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, the date and time offers are due

B. An offer guarantee is, is not required.

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

D. Offers providing less than ___120 ______ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NOTICE: SET-ASIDE for SDVOSB Competitive

1630DC-20-R-00008

03-03-2020 1 of 94

U.S. Department of Labor, ETA/OCM SEE SECTION L Division of Job Corps Procurement 200 Constitution Avenue, NW Room N-4643 Washington DC 20210

52.211-10

X Ten (10) Days

04/14/2020 mailto:ramso.bryan@dol.gov

See Block 7

14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO.

16. REMITTANCE ADDRESS

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of the solicitation, if this offer is accepted by the Government in writing within 90 calendar days after the date offers are due.

AMOUNTS CLIN 0001 …………………………………………………………………………….….$ _______________

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

19. ACKNOWLEDGMENT OF AMENDMENTS

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER 20B. SIGNATURE 20C. OFFER DATE

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO 10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c) ( )

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

28. NEGOTIATED AGREEMENT 29. AWARD Your Contractor agrees offer on this solicitation, is hereby accepted as to the items listed. This to furnish and deliver all items or perform all work, requisitions identified award consummates the contract. which consists of (a) the Government on this form and any continuation sheets for the consideration stated in solicitation and your offer, and (b) this contract award. No further cont-this contract. The rights and obligations of the parties to this contract ractual document is necessary.

shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER

TO SIGN

30B. SIGNATURE 30C. DATE 31B. UNITED STATES OF AMERICA

BY

OFFER

AWARD

STANDARD FORM 1442(REV. 4-85)BACK

(Include ZIP Code) (Include area code)

(Include only if different than Item 14)

(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.)

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

(Type or print)

(4 copies unless otherwise specified)

(Type or print) MARIA J. PIZARRO, CPCM CFCM Contracting Officer

Division of Job Corps Procurement

(Type or print)

(Contractor is required to sign this document and return _______ copies to issuing office.)

(Contractor is not required to sign this document.)

(Must be fully completed by offeror)

(To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

ETA

U.S. Department of Labor ETA Payment Office 200 Constitution Avenue NW, Suite N-4702 Washington, DC 20210

1630DC-20-R-00008

Table of Contents

PART I - THE SCHEDULE ............................................................................................................................... A-1

SECTION A - SOLICITATION/CONTRACT FORM .................................................................................... A-1

SF 1442 SOLICITATION, OFFER, AND AWARDNOTICE: Total SET-ASIDE (Construction, Alteration, or Repair) ................................................................................................................................... A-1

SECTION B - SUPPLIES OR SERVICES AND PRICE/COSTS .................................................................. B-1

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK ......................................... C-1

[For this Solicitation, there are NO clauses in this Section] .................................................................................. C-1

SECTION D - PACKAGING AND MARKING ............................................................................................... D-1

SECTION E - INSPECTION AND ACCEPTANCE ....................................................................................... E-1

E.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE .................................. E-1 E.2 INSPECTION AND ACCEPTANCE ............................................................................................................ E-1

SECTION F - DELIVERIES OR PERFORMANCE ....................................................................................... F-1

F.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE ................................... F-1

F.2 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

ALTERNATE I (APR 1984) ........................................................................................................................ F-1 F.3 52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEPT 2000) .................................................. F-1 F.4 PERIOD OF PERFORMANCE ..................................................................................................................... F-2 F.5 PLACE OF PERFORMANCE ........................................................................................................................ F-2

SECTION G - CONTRACT ADMINISTRATION DATA .............................................................................. G-1

G.1 PRE-CONSTRUCTION CONFERENCE ..................................................................................................... G-1 G.2 PERIODIC PROJECT MEETINGS .............................................................................................................. G-1 G.3 SUBCONTRACTS ........................................................................................................................................ G-1 G.4 SHOP DRAWINGS ....................................................................................................................................... G-1 G.5 OPERATIONS, STORAGE AREAS AND SECURITY .............................................................................. G-2 G.6 PROJECT SAFETY ....................................................................................................................................... G-3 G.7 DISPOSAL OF REFUSE ............................................................................................................................... G-3 G.8 SCHEDULE OF PROGRESS ........................................................................................................................ G-3 G.9 PAYMENTS TO CONTRACTOR ................................................................................................................ G-4 G.10 METHOD OF PAYMENT .......................................................................................................................... G-4 G.11 FURNISHING INFORMATION AND RECORDS .................................................................................... G-4 G.12 WORKERS’ COMPENSATION LAWS .................................................................................................... G-5 G.13 REQUIRED INSURANCE .......................................................................................................................... G-5 G.14 EQUITABLE ADJUSTMENTS .................................................................................................................. G-6 G.15 WEATHER DELAYS (EXCUSABLE DELAY) ........................................................................................ G-8 G.16 TEST RESULTS .......................................................................................................................................... G-8 G.17 SUBSTANTIAL COMPLETION ................................................................................................................ G-8 G.18 CONTRACT CLOSEOUT .......................................................................................................................... G-9 G.19 PRECEDENCE OF PLANS, SPECIFICATIONS, AND CLAUSES ......................................................... G-9 G.20 INVOICE PREPARATION AND SUBMISSION .................................................................................... G-10

SECTION H - SPECIAL CONTRACT REQUIREMENTS ........................................................................... H-1

H.1 COMMENCEMENT OF WORK .................................................................................................................. H-1 H.2 SUBCONTRACTING RESPONSIBILITIES ............................................................................................... H-1 H.3 ENVIRONMENTAL COMPLIANCE .......................................................................................................... H-1 H.4 INSTALLATION RULES AND REGULATIONS ...................................................................................... H-1 H.5 SPECIAL UTILITY PROVISION ................................................................................................................ H-1 H.6 DESIGNATION OF GOVERNMENT INSPECTOR ................................................................................... H-1 H.7 ACCOUNTING AND AUDITING SERVICES ........................................................................................... H-1 H.8 SUBMISSION OF CORRESPONDENCE .................................................................................................... H-2 H.9 OTHER CONTRACTORS ............................................................................................................................ H-2 H.10 DISPOSITION OF MATERIAL ................................................................................................................. H-2 H.11 HAZARDOUS OCCUPATION ORDERS .................................................................................................. H-2 H.12 DATA COLLECTION FOR THE DEPARTMENT OF LABOR ............................................................... H-2 H.13 RIGHTS AND OBLIGATIONS .................................................................................................................. H-3 H.14 INITIATION OF LIQUIDATED DAMAGES ............................................................................................ H-3 H.15 MODIFICATIONS AND CHANGE ORDERS .......................................................................................... H-3 H.16 PERMITS ..................................................................................................................................................... H-4 H.17 OVERTIME WORK .................................................................................................................................... H-4 H.18 2020-01 CONTRACTOR PERSONNEL TELEWORK ............................................................................. H-4

PART II - CONTRACT CLAUSES ................................................................................................................... I-1

SECTION I - CONTRACT CLAUSES ............................................................................................................ I-1

I.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE .....................................I-1 I.2 INFORMATION REGARDING RESPONSIBILTY OF MATTERS (FEB 2012) ..........................................I-4

I.3 52.204-10 REPORTING EXECUTIVE COMPENSATION AND FIRST-TIER SUBCONTRCT

AWARDS (OCT 2018) ..................................................................................................................................I-5 I.4 52.219-28 POST-AWARD SMALL BUSINESS PROGRAM REREPRESENTATION (JUL 2013) ...........I-7

I.5 52.222-40 NOTIFICATION OF EMPLOYEE RIGHTS UNDER THE NATIONAL LABOR RELATIONS

ACT (DEC 2010) (DEVIATION) ..................................................................................................................I-8 I.6 52.222-54 EMPLOYMENT ELIGIBILITY VERIFICATION (OCT 2015) ..................................................I-10

I.7 52.223-2 AFFIRMATIVE PROCUREMENT OF BIOBASED PRODUCTS UNDER SERVICE AND

CONSTRUCTION CONTRACTS (SEPT 2013) ........................................................................................I-12

I.8 52.223-3 HAZARDOUS MATERIAL IDENTIFICAITON AND MATERIAL

SAFETY DATA (JAN 1997) .......................................................................................................................I-12 I.9 52.225-9 BUY AMERICAN - CONSTRUCTION MATERIALS (MAY 2014) .........................................I-13

I.10 52.225-10 NOTICE OF BUY AMERICAN REQUIREMENT - CONSTRUCTION

MATERIALS (MAY 2014) ........................................................................................................................I-16 I.11 52.227-4 PATENT INDEMNITY—CONSTRUCTION CONTRACTS (DEC 2007) ALT I (DEC 2007).I-17 I.12 52.228-15 PERFORMANCE AND PAYMENT BONDS--CONSTRUCTION (OCT 2010) ....................I-17 I.13 52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS (JAN 2017) ...........................I-18 I.14 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION (FEB 1997) ........................I-24 I.15 52.246-21 WARRANTY OF CONSTRUCTION (MAR 1994) .................................................................I-25 I.16 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998) ..................................................I-26

PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS .................................... J-1

SECTION J - LIST OF ATTACHMENTS ........................................................................................................ J-1

J.1 WAGE DETERMINATION ............................................................................................................................ J-1 J.1 JCH 814 ............................................................................................................................................................ J-1

SECTION K – REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS OF

OFFERORS OR RESPONDENTS ........................................................................................................... K-1

K.1 NOTICE LISTING SOLICITATION PROVISIONS INCORPORATED BY REFERENCE ..................... K-1 K.2 52.203-2 CERTIFICATE OF INDEPENDENT PRICE DETERMINATION (APR 1985) ......................... K-1 K.3 52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (JAN 2020) ................................... K-2 K.4 52.209-5 CERTIFICATION REGARDING RESPONSIBILITY MATTERS (OCT 2015) ......................... K-4 K.5 52.219-1 SMALL BUSINESS PROGRAM REPRESENTATIONS (OCT 2014) ........................................ K-5 K.6 SIGNATURE BLOCK .................................................................................................................................. K-8

SECTION L – INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR

RESPONDENTS ........................................................................................................................................ L-1

L.1 NOTICE LISTING SOLICITATION PROVISIONS INCORPORATED BY REFERENCE ...................... L-1

L.2 52.215-20 REQUIREMENTS FORCERTIFIED COSTOR PRICING DATA AND DATA

OTHER THAN CERTIFIED COST OR PRICING DATA (OCT 2010) ................................................ L-1 L.3 52.216-1 TYPE OF CONTRACT (APR 1984) ............................................................................................. L-2

L.4 52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999) ................................................. L-2 L.5 52.233-2 SERVICE OF PROTEST (SEP 2006) ............................................................................................. L-3 L.6 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) ALTERNATE 1 (FEB 1995) .............................. L-4 L.7 52.236-28 PREPARATION OF PROPOSALS—CONSTRUCTION (OCT 1997) ...................................... L-4 L.8 52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998) .................... L-4 L.9 52.252-3 ALTERATIONS IN SOLICITATIONS (APR1984) ....................................................................... L-4 L.10 GENERAL PROPOSAL PREPARATION INSTRUCTIONS ................................................................... L-4

SECTION M – EVALUATION FACTORS FOR AWARD ........................................................................... M-1

1630DC-20-R-00008 Section B Supplies or Services and Price/Costs

B-1

PART I - THE SCHEDULE

SECTION B - SUPPLIES OR SERVICES AND PRICE/COSTS

PRICE/COST SCHEDULE

CLIN SUPPLIES/

SERVICES

QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 LS --------- $

Firm Fixed Price

The Contractor shall provide all supervision, personnel, equipment, transportation, material, and other items and services necessary to perform the Construction Services – Miscellaneous Building Repairs at the Mississippi Job Corps Center.

TOTAL **$

**Enter amount on Page 2 of SF 1442, Block 17.

B.2 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 particular 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 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 particular 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.

1630DC-20-R-00008 Section C Description/Specifications

C-1

CONSTRUCTION SCOPE OF WORK

FOR

MISCELLANEOUS BUILDING REPAIRS

AT THE

MISSISSIPPI JOB CORPS CENTER

CRYSTAL SPRINGS, MISSISSIPPI

U.S. DEPARTMENT OF LABOR

PROJECT NO. 4008

February 2020 DESIGN-BUILD SOW

C-2

TABLE OF CONTENTS

I. GENERAL .......................................................................................................................... C-3 II. DESIGN REQUIREMENTS/SPECIFIC INSTRUCTIONS .............................................. C-3

A. LEGALLY MANDATED STANDARDS ..................................................................... C-3

1. Code of Federal Regulations ..................................................................................... C-3

2. National and State Building Codes ........................................................................... C-3

3. Permits and Licenses................................................................................................. C-4

B. JOB CORPS GUIDELINES ........................................................................................... C-4

1. Sustainable Design and Green Building Requirements ............................................ C-4

2. Environmentally Preferable Products ....................................................................... C-4

3. Asbetos-Containing Materials .................................................................................. C-4

4. Existing Facility Investigative Survey ...................................................................... C-4

C. OTHER STANDARDS.................................................................................................. C-4

1. Center Operations ..................................................................................................... C-4

2. Contractor Responsibilites ........................................................................................ C-5

3. Submittal Requirements for Review ......................................................................... C-5

4. Web Based Project Management System ................................................................. C-5

5. Site Visits – Construction Observation – Construction Progress Meetings ............. C-6

6. As-Built Drawings .................................................................................................... C-6

7. Availability of Existing Documents.......................................................................... C-6

III. USE OF THE SITE ............................................................................................................. C-7 IV. EXTENT OF WORK .......................................................................................................... C-7

A. GENERAL BUILDING REQUIREMENTS .................................................................. C-7

1. Architectural ............................................................................................................. C-7

2. Cafeteria Building 67 ................................................................................................ C-7

3. Well Wall and Site Survey ........................................................................................ C-8

4. Site Utilitlies ............................................................................................................. C-8

B. ROOF SYSTEMS REPAIR WORK .............................................................................. C-8

1. Gymnasium Building 17 an dConstgruction Trades Building 27 ............................. C-8

C. SKYLIGHT GYPSUM WALL DEILING WELL – INTERIOR REPAIR WORK .... C-10

D. WINDOW REUSE WITHJ NEW FLASHING – EXTERIOR AND INTERIOR

REPAIR WORK ........................................................................................................... C-12 V. CONSTRUCTION REQUIREMENTS/SPECIFIC INSTRUCTIONS .............................. C-17

A. SPECIFIC INSTRUCTIONS........................................................................................ C-17

1. Quality Requirements - Testing and Inspection...................................................... C-17

2. Temporary Facilities and Controls.......................................................................... C-18

3. Adherence to Scope of Work .................................................................................. C-19

4. Incidental Cutting and Patching .............................................................................. C-19

5. Coordination of Work ............................................................................................. C-20

VI. SKETCHES ....................................................................................................................... C-21 A. LOCATION MAP ........................................................................................................ C-21 B. VICINITY MAP ........................................................................................................... C-22 C. SITE PLAN ................................................................................................................... C-23

VII. PROJECT SCHEDULE .................................................................................................... C-24

C-3

CONSTRUCTION SCOPE OF WORK

MISCELLANEOUS BUILDING REPAIRS

AT THE

MISSISSIPPI JOB CORPS CENTER

I. GENERAL

The work includes services for construction for the repairs in several buildings noted below at the Mississippi Job Corps Center. The work includes, but is not limited to, repair and restoration of specific items and areas in the following buildings:

• Education Building 14,

• Gymnasium Building 17,

• Construction Trades Building 27,

• Cafeteria Building 67

The extent of work detail is described in Parts IV & V of this Scope of Work (SOW).

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-based paint in the buildings where work is to be performed. If lead-based paint is discovered during the work the contractor shall immediately cease work activities in the location suspect materials are identified, immediately notify the Contracting Officer, and await direction.

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

The Contractor’s responsibility for safety related requirements extends to all impacted areas and access ways affected by the work. In addition, Contractor shall provide all necessary Interim Life Safety requirements pertaining to clear accessible temporary means of egress, maintaining fire extinguishers, etc. during all renovation/ construction activity phases.

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

C-4 ordinances. Deviations and interpretations shall be subject to the approval of the Contracting Officer.

3. Permits and Licenses

The Mississippi Job Corps Center is a federally leased facility, whose Lessor is the City of Crystal Springs, Mississippi.

The Contractor shall research, and be responsible for obtaining and paying for all regulatory, permitting and licensing requirements required to perform this work in Crystal Springs, Mississippi 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. Sustainable Design and Green Building Requirements

The Contractor shall provide materials and equipment that comply with the Job Corps Sustainability Guideline for Project Limited Scope “Green Sheet”. This document is available for download at:

http://www.solicitationattachments.com/jch/green_sheet_20171205.pdf.

2. Environmentally Preferable Products

The Contractor shall evaluate options for the use of environmentally preferable products and environmentally preferable building design.

3. Asbestos-Containing Materials.

For bidding purposes, the contractor shall assume that there is no asbestos-containing materials in the buildings where work is to be performed. If asbestos-containing materials are discovered during the work the contractor shall immediately cease work activities in the location suspect materials are identified, immediately notify the Contracting Officer, and await direction.

4. Existing Facility Investigative Survey

As-built plans are not available for the Gym & Vocational Buildings; however, plans are available for the Cafeteria – Bldg. No. 67 and Education Building – Bldg. No. 14 and are available for information and download at: http://www.solicitationattachments.com/msrenov.

C. OTHER STANDARDS

1. Center Operations http://www.solicitationattachments.com/jch/green_sheet_20171205.pdf

C-5

The center shall remain in operation throughout the construction phase. The Contractor shall, as part of this contract, coordinate with DOL’s Engineering Support Contractor (ESC) and develop a plan that will minimize disruption of center operations during construction.

Contractor shall be responsible for the means and methods to coordinate the skylight fascia and flooring repair and replacement work at both cafeteria main dining and guest dining areas as required without affecting kitchen activities. The work areas associated with the Cafeteria work shall be properly isolated and protected from the food preparation areas in both the Cafeteria and Culinary Arts kitchens during construction renovation activities.

2. Contractor’s Responsibilities

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 the work to provide a complete project.

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 for Review

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

• Product data and shop drawings for all materials and equipment to be incorporated into the work.

• Quarry tile expansion, control, and movement joint layout drawings showing locations of all joint installations and details,

• Safety Data Sheets for materials as applicable.

The Contractor shall allow a 14 calendar day submittal review and comment period for all submittals.

4. Web Based Project Management System

The DOL 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 DOL and other designated project stakeholders. Submittal Exchange will be provided at DOL’s expense and the Contractor will be required to attend a one-hour on-line training session before use.

C-6

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: Project Data and Shop Drawing Submittals, Construction Submittals, RFI’s, ASI's, Construction Schedule Updates, HPSB, Meeting Minutes, Monthly Executive Reports, Construction Photos, Construction Videos, Coordination Drawings, Reports, Deficiency Notices/Notice of Non-Compliance, Tests & Inspections, Warranties, Closeout, Punch Lists, Commissioning, and Operations and Maintenance Manuals.

Construction Schedules, Schedule of Values, Proposal Requests, Potential Change Orders (PCOs), Applications for Payment, and Substantial Completion Requests shall not be posted to Submittal Exchange. These documents shall be submitted hard-copy or via email to DOL for review and approval.

5. Site Visits-Construction Observation – Construction Progress Meetings

The Contractor shall prepare a monthly construction progress report. The report shall include an updated CPM schedule, a minimum of 10 electronic photos of all aspects of the project and a list of open issues with the responsible person and target date for resolution identified. The Department of Labor’s Contracting Officer’s Representative (COR) or designated Engineering Support Contractor (ESC) representative may visit the site at least once a month. During this visit, the Contractor’s payment application will be quantified and verified by the COR or delegated ESC representative.

Once construction commences, in coordination with DOL, the Contractor shall organize, prepare agenda, and conduct weekly construction progress meetings, record and prepare meeting minutes, and distribute to team members and attendees within 3 days after the meeting. These weekly progress meetings shall include representatives from the Contractor, the Engineering Support Contractor (ESC), DOL and others as determined by DOL.

Meetings may be held at the construction site in conjunction with ESC site visits and/or attended by conference call. The ESC will provide the teleconference platform.

6. As-Built Drawings

Construction drawings of some buildings involved are noted above and available via web-link. The contractor is required to familiarize himself with the existing conditions affecting the work 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.

7. Availability of Existing Documents

Site verification of the existing conditions is required. Existing Construction Documents of

C-7 some buildings are available as noted above via web-link. The Contractor will be responsible for verification of all the dimensions and existing system types and conditions.

III. USE OF THE SITE

Access to the site will be through the existing service access road that connects Harmony Road to the Service entrance gate located at northwest corner of JCC campus. The Contractor shall make arrangements with the Center for access to ensure center security is maintained during the project.

The Contractor shall also maintain this road during construction, and repair the road as necessary at the completion of the project.

Temporary parking and staging laydown area to be located in the rear of the Education Building 14 and Cafeteria Building 67. The Contractor shall maintain these areas during construction, and repair as necessary at the completion of the project. (Refer to Section VI – Site Plan).

Prior to commencement of construction, a video tape of this access road and staging areas shall be taken by the Contractor and provide to DOL for record purposes of any damage to this road prior to use by the General Contractor.

IV. EXTENT OF WORK

A. GENERAL BUILDING REQUIREMENTS

1. Architectural

The work includes construction services for roof repair work at Gymnasium Building 17 and the Construction Trades Building 27. The Education Building 14 requires existing window removal and re-installation with new wall flashing installation around the windows, masonry wall cap and flashing, metal panel flashing, and interior gypsum wall repairs. The Cafeteria Building 67 shall require miscellaneous interior repair work at the Cafeteria and Culinary Arts areas which include the replacement of quarry tile in the Dining Corridor (Room 103), Lobby (Room 102), Corridor (Room 118), Queue (Room 104) and Serving Area (Room 108).

Refer to floor plan below and the following link for existing building floor plan information:

http://www.solicitationattachments.com/msrenov.

2. Cafeteria Building 67

Remove and install commercial grade factory sealed 4”x4” quarry tile flooring and quarry tile cove base to match the existing color and thickness in the Dining Corridor (Room 103), Lobby (Room 102), Corridor (Room 118), Queue (Room 104) and Serving Area (Room 108).

Refer to attached floor plan for locations. Remove all existing thin set adhesive and mortar from the existing concrete slabs. Flash patch the concrete slab where required to provide a level quality finish for the new tile installation. Install new grout shall to match the existing grout color and seal the new grout with a commercial grade penetrating sealer after installation. New quarry tile shall be set in a thin set adhesive in accordance with the floor tile manufacturer’s recommendations. Remove all demolition materials and properly dispose of off-site. Install expansion, control, and movement joints in accordance with the TCNA Handbook for Ceramic, Glass, and Stone Tile Installation.

http://www.solicitationattachments.com/msrenov

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3. Well Wall and Site Survey

Repair the existing damaged skylight gypsum board well walls and gypsum board ceiling return at the Cafeteria Dining and Culinary Arts skylight areas. Prepare existing and new wall surfaces. Prime and repaint all surfaces with 2 finish coats of low VOC latex flat finish paint.

• Contractor to prepare and paint all gypsum and masonry walls, masonry columns, and gypsum board ceilings in the Dining Room and Corridor (Room 103), Lobby (Room 102), Corridor (Room 118), Cafeteria queuing (Room 104) and Serving Area (Room 108) and Culinary Arts Dining Room (Room 121). Prime and repaint all surfaces with 2 finish coats of low VOC latex flat finish paint. Contractor to repair all masonry cracks with backer rod as required and latex expandable caulking. The contractor shall cover and protect all existing wall and ceiling mounted devices, fixtures, and sprinkler heads during painting operations. Remove all protective coverings when work is completed.

Figure 1 – Cafeteria & Culinary Arts Bldg. 67 – Replace Quarry Tile Floor Area

4. Temporary parking and staging laydown area to be located in the rear of the Education Building 14 and Cafeteria Building 67. Construction traffic shall enter the Center on the west service drive entrance area accessed from Harmony Road on north side of JCC campus.

B. ROOF SYSTEMS REPAIR WORK

1. Gymnasium Building 17 and Construction Trades Building 27 are single-level, structural steel pre-engineered buildings constructed in 1980. The roof is an exposed fastener gable metal roof system. The roof is original to the building’s construction. The work entails the cleaning, preparation and application of a white elastomeric silicone based roof coating to the existing metal roof on both Building 17 and Building 27. Included in the work is the replacement of all exposed fasteners with new fasteners.

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2. Primer and coating materials shall be from a same source manufacturer. The manufacturer shall recommend all secondary materials to ensure compatibility and warranty adherence.

3. Pre-Installation Conference: Prior to commencement of the work, the Contractor shall conduct a meeting at the site with a representative of the DOL, the coating manufacturer, the roof coating contractor, Center Director or designated staff, and other parties associated with the work. The purpose of the meeting is to review methods and procedures, substrate conditions, scheduling and safety.

1. Gymnasium Bldg. 17 – Roof 2. Construction Trades Bldg. 27 – Roof

PRODUCTS:

White elastomeric silicone roof coating for metal panel roofs.

MANUFACTURERS:

1. GACO Western

2. NUTECH Paints

3. Or approved equal

EXAMINATION:

Prior to the application of the roof coating the Contractor shall verify that the substrate is ready to receive work; surface is clean, dry and free of substances that could affect bond.

PREPARATION:

1. Replace Fasteners: Replace all metal deck fasteners. Replacement fasteners shall be “hot dipped galvanized” with a “hex” head and a neoprene washer.

2. No traffic shall be permitted on the coated surface for a minimum of 3 days.

3. All rooftop equipment shall be turned off and protected to prevent damages and fumes from entering the building.

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4. All surfaces damaged during the application shall be restored by the contractor at no expense to the owner.

FIELD QUALITY CONTROL:

1. Substrate: Proceed with the work as specified only after the substrate construction, preparation, and detail work has been completed.

2. Equipment: All equipment used during the operations shall be located so as not to adversely affect the daily operations or endanger occupants, structure or materials on- site.

3. Inspections: The manufacturer’s technical representation shall perform a minimum of two inspections during the course of work. One inspection shall be performed during preparation and priming and one inspection at completion. The manufacturer’s technical representative is required to submit a written inspection report for to DOL within seven calendar days after each inspection.

4. Coating Thickness: The finished dry film thickness will measure a minimum amount required by the Manufacturer to achieve the desired warranty for the system.

5. Defects: There shall be no blisters, pinholes, voids or panel defects of any kind.

6. Variations: Any variations from specified procedures or limits found by the contractor or representatives of the manufacturer or the owner shall be immediately corrected by the contractor.

C. SKYLIGHT GYPSUM WALL CEILING WELL - INTERIOR REPAIR WORK

1. Provide proper safety precaution measures in and adjacent to Cafeteria and Culinary Arts dining area during skylights high wall well repair work by closing off with a construction barriers containing construction dust and construction debris.

1. Large Skylight (Interior) 2. Small Skylight (Interior)

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2. Interior Repair Work

a. Replace damaged quarry tile delamination conditions in-kind full length and width of Cafeteria Lobby, Restroom Corridor, Queue and Dining area Corridors, and serving area where applicable. Quarry tile floor area repair area is approximately 2,180 sf.

b. Provide adequate quarry tile control/ expansion/ movement joints at columns, alcoves, corner wall conditions, door and cased openings per the Tile Council of North America, Inc. recommendations. Expansion joints approximately 532 linear feet.

c. Additional movement joint details are recommended in areas where excessive moisture, traffic flow and/ or direct sunlight is expected and may cause greater amounts of differential expansion. Additional movement/ expansion joints near main dining area approximately 180 linear feet.

d. Prepare, patch, sand smooth and paint all gypsum wallboard and CMU cracked wall conditions at the Cafeteria and Culinary Arts gypsum skylight well wall conditions, dining area corridor, serving/ dish wash areas, janitor closet and corridors that separate the Food Servery/Dining Area, and Dining Area including frame partitions separating the large and small dining areas. Install backer rod and latex caulking in the masonry cracks as required prior to painting. Use interior grade, low VOC paint. Walls and skylight well walls. For bidding purposes, the areas are approximately 1,156 sf and 2,028 sf respectively.

1. Lobby Beyond Dining Corr. 2. Queue Area

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3. Dining Corr. Beyond Lobby 4. Cracked CMU

D. WINDOW REUSE WITH NEW FLASHING – EXTERIOR AND INTERIOR REPAIR WORK

1. Education Building 14, constructed in 2000, is a single story, loadbearing CMU masonry and insulated metal siding building of approximately 14,700 square feet.

2. Water penetration in four (4) Offices and a Secretarial Bay along the northwest exterior front wall shows signs of interior finish damage to the drywall and wood sills. Where observed, the water penetration appears to be related to flashing in the proximity of the window jambs, window sills, and at the base of the walls.

3. The exterior wall has a brick veneer masonry rowlock sill which appears to leak into the interior of the building at window locations. Where observed, the window sill flashing and caulking details have failed.

4. The exterior metal panel wall system above the brick veneer is not flashed correctly and the caulking has deteriorated allowing water to penetrate the building above and below the window unit’s head, sill and jamb conditions.

5. Area of concern is the Administration Office area located in Education Building southwest wing.

a. Remove all interior drywall, window sills and sub-sill, vinyl base, batt insulation, and duplex outlet cover plates on the interior face of the exterior walls in five (5) offices located in the southwest office suite area along the front exterior wall.

b. Remove all duplex outlets and electrical wiring back to the electric load center/circuit breaker.

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c. At the completion of the interior demolition, notification to the Department of Labor (DOL) is required to allow visual inspection to evaluate any unforeseen conditions of concern that have been identified by the Contractor.

d. All concerns shall be submitted to DOL in writing and the Contractor shall allow

DOL fourteen (14) calendar days to respond to addressing the identified issues.

e. During this time of the interior exposure of the south office area window walls, mold remediation measures shall be required (refer to Remediation in Schools and Commercial Buildings Publication (EPA 402), to include, but not limited to EPA recommendations per Mold-K-01-001 dated September 2008 or latest edition).

f. Clean-up Steps 1 – 4 shall be as follows:

• Step 1: Wet vacuum (in the case of porous material, some mold spores/fragments will remain in the material but will not grow if the material is completely dried). Steam cleaning may be an alternative for carpets and some upholstered furniture.

• Step 2: Damp-wipe surfaces with plain water or with water and detergent solution (except wood – use wood floor cleaner); scrub as needed.

• Step 3: High-efficiency particulate air (HEPA) vacuum after the material has been thoroughly dried. Dispose of the contents of the HEPA vacuum in well-sealed plastic bags.

• Step: Discard – remove water damaged materials and seal in plastic bags while inside of containment, if present. Dispose of as normal waste. HEPA vacuum area after it is dried.

g. After fourteen (14) days of the DOL inspection, the Contractor shall commence repairs to the exterior wall by removing the metal wall panels and inspecting the metal all panel assembly system including wall flashing, J-Channel installation flashing and counter flashing.

h. Remove the five (5) existing aluminum windows and frames and replace the flashing/counter flashing at the window sills, heads, and jambs, at each window. Prior to resetting windows, install flashing beneath each window with water dams at each end and at the rear of the window.

i. During the work associated with the removal of the metal panels, window systems, flashings, and all related repairs, the contractor shall ensure that the building remains in a watertight condition. All window rough openings shall be closed with ¾” plywood panels.

j. Inspect the rowlock sill cap at each window location and at the entire length of the wall prior to replacement. Replace the sill cap at the entire length of the wall with continuous sections not less than ten (10) feet long. The sill cap is to turn up the sheathing a minimum of six (6) inches. The cap shall match the same material design and color matching the detail at the remainder of the building.

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k. Provide and install new continuous base window sill flashing end-dam replacement condition at all window conditions with window…