New_Haven_Roof_Project_-_Solicitation_No._1630DC-17-R-00020.pdf

17-ETA-OJC-ANAT-0043 3642

PROJECT TITLE: DESIGN BUILD – BUILDING 1 ROOF AND ACCESSORIES REPLACEMENT

at the NEW HEAVEN JOB CORPS CENTER, NEW HAVEN, CONNECTICUT

The existing roof is a white TPO roof that is approximately 36,000 SF and is at or beyond its useful life. The work will include demolition of the existing TPO roof membrane and insulation down to the roof substrate, concrete on metal deck.

It will include the installation of a new EPDM roof system, include all new polyisocyanurate rigid insulation with cover board, which incorporates the use of rigid crickets to provide for positive drainage (minimum of ¼” per foot), to all existing roof drains. The new roof membrane will be designed as a fully adhered EPDM Energy Star rated 60 mil system.

New Haven Job Corps Center 455 Wintergreen Avenue

New Haven, CT 06515

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

- The estimated Construction Cost is between $500,000 and $1,000,000

- 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.

- 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 ___239___ 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 EST__ (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-17-R-00020

05-05-2017 1 of 104

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

06/12/2017 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.

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

AMOUNTS

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 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-17-R-00020

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

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 (JUL 2013) ...................................................................................................................................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 (AUG 2013) ....................................................I-9

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 ACT—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-16 I.12 52.228-15 PERFORMANCE AND PAYMENT BONDS--CONSTRUCTION (OCT 2010) ....................I-17 I.13 52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS (MAY 2014) .........................I-18 I.14 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION (FEB 1997) ........................I-23 I.15 52.246-21 WARRANTY OF CONSTRUCTION (MAR 1994) .................................................................I-24 I.16 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998) ..................................................I-25

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 (MAR 2012) ................................. K-2 K.4 52.209-5 CERTIFICATION REGARDING RESPONSIBILITY MATTERS (APR 2010) ......................... K-4 K.5 52.219-1 SMALL BUSINESS PROGRAM REPRESENTATIONS (APR 2012) ........................................ K-5 K.6 52.219-22 SMALL DISADVANTAGED BUSINESS STATUS (OCT 1999) ............................................. K-8 K.7 SIGNATURE BLOCK ................................................................................................................................ K-10

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 ........................................ 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-17-R-00020 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 Design and Construction Services for the Design/Build – Building 1 Roof and Accessories Replacement at the New Haven Job Corps Center.

TOTAL $

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-17-R-00020 Section C Description/Specifications

C-1

DESIGN-BUILD SCOPE OF WORK

FOR

BUILDING 1 ROOF AND ACCESSPORIES REPLACEMENT

AT THE

NEW HAVEN JOB CORPS CENTER

NEW HAVEN, CONNECTICUT

U.S. DEPARTMENT OF LABOR

PROJECT NO. 3642

June 2016 DBSOW - Roofing

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TABLE OF CONTENTS

I. GENERAL .......................................................................................................................... C-4 II. SPECIFIC REQUIREMENTS/INSTRUCTIONS .............................................................. C-4

A. LEGALLY MANDATED STANDARDS ..................................................................... C-4

1. Code of Federal Regulations ..................................................................................... C-4

2. National and State Building Codes ........................................................................... C-5

3. Permits and Licenses................................................................................................. C-5

B. JOB CORPS GUIDELINES ........................................................................................... C-5

1. JCH-814: Planning, Design, and Construction Administration Guidelines ............ C-5

C. OTHER STANDARDS.................................................................................................. C-5

1. Suistainability Design and Building Requirements .................................................. C-5

2. Energy Conservation ................................................................................................. C-5

3. Environmentaly Preferable Products ........................................................................ C-6

4. Asbetos-Containing Materials .................................................................................. C-6

5. Existing Facility Investigative Survey ...................................................................... C-6

D. SPECIFIC INSTRUCTIONS .......................................................................................... C-7

1. Center Operation ....................................................................................................... C-7

2. Contractor Responsibilites ........................................................................................ C-7

3. Pre-Bid Meeting ........................................................................................................ C-7

4. Submittal Requirements ............................................................................................ C-8

5. Building Design ........................................................................................................ C-9

6. Preconstruction Meeting ........................................................................................... C-9

7. Site Visits – Constgruction Administration/Obervation ........................................... C-9

8. Contract Document Reproduction .......................................................................... C-10

9. Availability of Existing Documents........................................................................ C-10

III. EXTENT OF SITE ............................................................................................................ C-11 A. SITE IMPROVEMENTS AND UTILITIES ............................................................... C-11

1. Design Objectives ................................................................................................... C-11 B. GENERAL BUILDING DESIGN REQUIREMENTS ............................................... C-11

1. Architectural ........................................................................................................... C-11

2. Structural ................................................................................................................. C-13

3. Mechanical .............................................................................................................. C-13

4. Electrical ................................................................................................................. C-14

5. Construction Staging Plan....................................................................................... C-14

6. Temporary Protection during Construction ............................................................ C-14

7. Installers’ Qualifications ......................................................................................... C-15 IV. CONSTRUCTION REQUIREMENTS/SPECIFIC INSTRUCTIONS ............................ C-15

A. SPECIFIC INSTRUCTIONS........................................................................................ C-15

1. Quality Requirements ............................................................................................. C-15

2. Temporary Facilities and Controls.......................................................................... C-16

3. Adherence to Scope of Work .................................................................................. C-17

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4. Incidental Cutting and Patching .............................................................................. C-17

5. Coordination of Work ............................................................................................. C-17

6. Demolished Materials ............................................................................................. C-17

V. SKETCHES ....................................................................................................................... C-18 A. LOCATION MAP ........................................................................................................ C-18 B. VICINITY MAP ........................................................................................................... C-19 C. SITE PLAN ................................................................................................................... C-20

VI. PROJECT SCHEDULE .................................................................................................... C-21 ATTACHMENT 1 CONTRACTOR QUICK REFERENCE CHECKLIST ........................... C-22 ATTACHMENT 2 ROOFING SYSTEM WARRANTY EXECUTION ................................ C-24 ATTACHMENT 3 SAMPLE ROOFING SYSTEM WARRANTY ....................................... C-27

C-4

DESIGN-BUILD SCOPE OF WORK

ROOFS and WINDOW REPLACEMENT

ON BUILDINGS 2 and 7

AT THE

BARRANQUITAS JOB CORPS CENTER

I. GENERAL

The existing roof is a white TPO roof that is approximately 36,000 SF and is at or beyond its useful life. The work will include demolition of the existing TPO roof membrane and insulation down to the roof substrate, concrete on metal deck. It will include the installation of a new EPDM roof system, include all new polyisocyanurate rigid insulation with cover board, which incorporates the use of rigid crickets to provide for positive drainage (minimum of ¼” per foot), to all existing roof drains. The new roof membrane will be designed as a fully adhered EPDM Energy Star rated 60 mil system.

The work involves services for the design and construction of the following work on Main Building 1 at the New Haven Job Corps Center:

• Approximately 23 flood lights in combinations of 1, 2 or 3 lights are to be removed and remounted in a manner such that they do not penetrate the roof top or cap. Approximately 5 of these lights are attached to 4x4 wood posts next to the roof access ladders.

• The roof ladder access ladders are rusted and will be cleaned and repainted.

• The Contractor shall engage the services of a qualified HVAC Contractor for the repair and/or replacement of numerous pieces of mechanical equipment on the roof. The HVAC Contractor will be responsible for the replacement of all roof curbs as required to maintain 8 inches height above the finished roof deck. It is the intent of this scope of work to include the in-kind (approved equal) replacement of two roof top A/C units and a minimum of 6 air exhaust/intake roof top mounted fans. The contractor is responsible for surveying the roof top mounted exhaust and intake units for operability. All units must be documented in the design as operable or not. Those proposed to be replaced will be so marked on the design as such. In the event that more than 6 units are found to be in need of replacement, the larger capacity units are to be given precedence.

• There are two existing roof hatches that have been repainted and will be replaced.

For detailed description of requirements, refer to Section III—Extent of Work, herein.

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 1926.62

b) Historic Preservation …………………………………..…….…….36 CFR Part 800

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c) Contractor Solicitation Procedure ……………………..…….…….48 CFR Part 36

d) 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.

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. Deviations and interpretations will be subject to the approval of the Contracting Officer.

3. Permits and Licenses

The New Haven Job Corps Center is a federally owned and operated facility. The Contractor shall be responsible for obtaining all regulatory and licensing requirements required to perform this work in New Haven, Connecticut.

B. JOB CORPS GUIDELINES

1. JCH-814, September 2013

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," is a companion document to this scope of work. The JCH- 814/2013 can be found at http://www.solicitationattachments.com. It presents the Contractor additional design criteria not specifically stated in the scope of work. Where conflicts occur between the contract and JCH-814/2013, the requirements of the scope of work will take precedence.

C. OTHER STANDARDS

1. Sustainability Design and Building Requirements

The design for the new roofs will, to the extent possible, be in accordance with the requirements of ASHRAE 189.1, High Performance Green Building Standard, and will comply with the criteria for the EPA’s Energy Star Program Requirements for Roof Products.

2. Energy Conservation

All new work will be designed in accordance with energy conservation opportunities and applicable federal directives. In response to energy conservation concerns, all proposed construction will conform to the current edition of the Model Energy Code of the State of Connecticut and ASHRAE 90.1-2010 for new buildings.

http://www.solicitationattachments.com/

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All work will 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 13693; and all other applicable federal and local codes and directives.

All new roofing will be Energy Star rated or meet the Energy Star specifications.

3. 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 requirements).

4. Asbestos-Containing Materials

No hazardous materials in the roofing or flashing are anticipated.

5. Existing Facility Investigative Survey

As-built plans are available at the Center and will be available electronically after the pre-construction meeting. Regardless, the Contractor is responsible to perform an investigative survey to determine if there are hidden conditions or elements which will impact the work. In the event demolition is required to expose suspected unknown elements, the Contractor shall notify the ESC PM and coordinate demolition activities with the Center maintenance staff. The investigative survey’s objectives will be as follows:

a) The survey will determine if there are multiple layers of roofing.

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

c) The survey will locate any mechanical or electrical components, the presence of which would impact the work.

d) Any damaged or deteriorated decking or other substrate that may need to be repaired or replaced.

e) The survey will locate and determine the adequacy and functional status of all roof drains and related accessories.

f) Care must be taken to avoid disruption of suspected or known ACM or other potentially hazardous materials.

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D. SPECIFIC INSTRUCTIONS

1. Center Operation

The Center will remain in operation throughout the performance period. The Contractor shall, as part of this contract, coordinate with the US Department of Labor (DOL) Engineering Support Contractor (ESC) to develop a set of construction documents that will minimize disruption of Center operations during construction. The Contractor shall propose a sequencing of the work in coordination with the Center to minimize potential disruption to Center operations. This sequencing schedule is to be provided for approval to the Contracting Officer (CO) at the pre-construction meeting.

2. Contractor Responsibilities

An acceptable quality design must provide appropriate functional roofing systems at the lowest practical construction cost, with due consideration for economy in maintenance and operation.

The specified construction materials must be of quality that is consistent with the intended use of the facility, the Center, and reflect local availability and construction skills. Newly developed materials and methods should be considered and discussed with DOL for inclusion in the project. Installers must be certified as applicable by the manufactures of the products for which they are installing.

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 roofing system.

The Contractor shall ensure the security of operations and storage areas to preclude all breaches of security including, but not limited to, vandalism and/or theft that can impact the timely and successful completion of the work. While existing Center operations will be continuing during the course of the project, the Contractor shall not rely on any aspect of Center security to guard aspects of its operations. At no time during this construction duration, up to and including the acceptance of the substantial completion walk-through, will the CO accept requests for additional security measures.

The Department of Labor shall not be held to have incurred any liability for loss of, and/or damage to, materials, tools, and equipment of the Contractor by contract or otherwise. The Department of Labor shall not in any way be liable or responsible for damage or loss to work due to trespass or theft.

The Contractor is required to restore any areas of the site damaged by the construction to their original condition. This includes, but is not limited to, damage to the grounds and vegetation from vehicle traffic and demolition/construction activities. Extra care must be taken to recover all nails and other debris from the demolition of the old roofing materials.

3. Pre-Bid Meeting

A Pre-Bid Meeting with the interested Contractors will be held at the New Haven Job Corps Center.

Participants may include representatives from the Contracting Officer and/or its ESC and the Center Operator.

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This meeting is intended to familiarize the Contractors with the objectives of the project, the programmatic requirements and other inputs and constraints stemming from Center operations. The Contractor's responsibility and lines of communication will also be discussed. Project data, budget, schedule, etc., will be further defined or clarified, if necessary.

The Contractors shall utilize this opportunity to gather as much data as they deem necessary to aid in the preparation of a proposal to the CO. All prospective bidders are strongly encouraged to attend.

4. Submittal Requirements

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

Progress Contract Documents 50% Final Construction and Coordination Drawings 100% Construction-ready Documents Final

All submittals will be in accordance with JCH-814, September 2013 Section 8.4.

The Construction-ready Documents will include all corrections from the design review comments, and be submitted 2 weeks after the approval letter for the 100% submission.

The Contractor is required to maintain a Construction 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.

Submittals for Review during Design:

For the submissions the Contractor shall submit three (3) sets of drawings and project documents, as well as two (2) sets of design calculations for the wind uplift and anticipated snow loads per the latest edition of the International Building Code at the (50%) and final (100%) stages to the CO for review and verification of scope compliance. In addition, one (1) set of drawings and project specifications will be mailed directly by the Contractor to the New Haven Job Corp Center at each submission stage.

Each submittal will be incorporated into an “AutoCAD (version 14 or later)” compatible electronic “CD” and be delivered to the CO by the Contractor in addition to the hardcopy drawing/specification sets required. Complete project documents will also be furnished on electronic “CD” media that is “Word” (Microsoft Office) compatible.

The levels of detail required for each stage of the submittals are outlined in JCH-814, September 2013, Chapter 8.

Submittals for Review during Construction:

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

• CPM Schedule (submit per Contract)

• Monthly schedule updates

• Safety Plan

• Site Plan

• Quality Plan

• Construction phasing and layout plan

• Installers qualifications

• Roofing material product data and shop drawings and MDS Sheets for EPDM Roof Membrane, Roof Accessories and walk pads, roofing adhesives, and structural metal roof panels, insulation material as required.

• Product data and shop drawings for Mechanical Equipment and associated accessories including curb modifications as required.

• Fastener plan

• Flashing, counter flashing, and drip edge shop drawings

The Contractor shall, at a minimum, submit the following before requesting Substantial Completion:

• As-built record drawings in accordance with requirements of JCH 814, September 2013

• Warranties

• Operation & Maintenance Manuals

• Roof Installation Video /DVD

• Update Schedule

5. Building Design

The Contractor must be familiar with New Haven, Connecticut (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. Pre-Construction Meeting

Attendance at the pre-construction meeting is required. The meeting will include coordination with the Center regarding project procedures, staging, sequencing, lines of communication, project deliverables, responsibilities, safety and quality requirements, and other relevant topics.

7. Site Visits - Construction Administration/Observation

The Contractor’s contract administration services will include all duties and responsibilities as outlined in JCH 814, September 2013, Chapter 9

The Contractor shall prepare a monthly construction progress report. The reports will include an updated Critical Path Method (CPM) schedule, a minimum of 10 electronic photos of all aspects of

C-10 the project and a list of open issues. A representative of the Department of Labor’s ESC may visit the site at least once a month for a monthly status meeting with the Contractor. During this visit, the Contractor’s draft payment application will be quantified against actual progress by the CO’s 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 will include representatives from the Contractor, the ESC, 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.

8. Contract Document Reproduction

Five (5) sets of the specifications and drawings, sealed and dated by the appropriate professionals, will be reproduced by the Contractor for the Contracting Officer’s use. Of these, four (4) sets will be sent to the Department of Labor, and one (1) set will be sent to the New Haven Job Corps Center.

Addressing will be as follows:

• Department of Labor, mail to:

US. DEPARTMENT OF LABOR

OCM, Division of Job Corps Procurement

A/E & Construction Services c/o Engineering Support Contractor 2101 Wilson Boulevard, Suite 200, Arlington, VA 22201-3062 ATTN: L. White, Documents Control

• New Haven Job Corps Center, mail to:

Attn.: The Center Director

New Haven, CT 06515

9. Availability of Existing Documents

Site verification of the existing conditions is required. Existing “As-Built” Construction Documents are available at the Center and will be available electronically after the pre-bid conference. The Contractor shall be responsible for verification of all the dimensions and existing system types and conditions.

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III. EXTENT OF SITE

The Contractor must visit the site and become thoroughly familiar with all pertinent conditions that are included in this Scope of Work. The prospective bidders must take such steps as may be necessary to ascertain the nature and condition of the work, and the general and local conditions which can affect the work or cost thereof. Failure to do so will not relieve bidders from the responsibility for estimating properly the difficulty or cost of successfully performing the work. Arrangements must be made with the Center prior to inspecting the site.

A. SITE IMPROVEMENTS AND UTILITIES

1. Design Objectives.

The Contractor is to provide a complete design including plans and specifications for the replacement of the built-up roofing on Building 1. The work will include all investigation and design for replacement of the existing roof. The design will include all details to accommodate the existing roof conditions including, but not limited to, all required flashings, drip edges with water diverter, accessories, and terminations necessary to provide a fully watertight roofing system with warranty.

The warranty required for the roofing will include coverage for 5 years on labor and 20 years on materials. The design will accommodate any removal and reinstallation of incidental materials and rooftop equipment which must be removed and reinstalled due to the construction of the new roofs.

The design will include an evaluation of the existing building components and how it integrates with the intended roof systems in order to meet current allowable snow and wind loads for New Haven, Connecticut and comply with the Executive Order 13693, and "Guiding Principles for Federal Leadership in High Performance and Sustainable Buildings." All work to be accomplished in accordance with the NRCA.

The work is to include all investigation and design for replacement of existing systems in order to provide a fully watertight roofing system with warranty.

B. GENERAL BUILDING DESIGN REQUIREMENTS

1. Architectural

a) The Contractor is responsible for the safety of all faculty, staff and students entering and exiting the building. All entrances will have covered pedestrian walkways that will substantially limit traffic flow except along the sidewalk or paved path a minimum of 25 feet from the building, full width of the sidewalk.

b) The new insulation is to be polyisocyanurate tapered insulation mechanically attached with a minimum slope of 1/4” inch per foot sloping to the perimeter integral drip edge/scupper. The insulation boards will be installed in a staggered pattern with each layer perpendicular with the preceding.

c) Provide new roof hatches to match existing. The Contractor is responsible for surveying and designing the new hatches to meet all applicable codes. Product data and shop drawings are required.

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d) Fixed roof ladders require cleaning and repainting. Surface preparation appropriate to the approved paint manufacturers written instructions is required prior to painting to achieve a quality outcome. Product data including application/installation data is required prior to installation.

Manufacturer’s coating warranty is a required submittal.

e) Existing skylight roof curbs will need to be raised to maintain a minimum of 8 inches above the finished roof surface measured from the highest slope point. At no point will a skylight roof curb be less than 8 inches above the finished roof surface.

f) Modify or replace all existing roofing curbs and roof penetrations as necessary to accommodate new insulation thickness and render a like-new installation. The finished curb height should be no less than 8 inches at any point above the finished roof surface.

g) Design guidelines are as follows:

Insulation- Polyisocyanurate ASTM C1289, Type II, Class 3, Grade 2, felt or glass-fiber mat facer on both major surfaces, mechanically attached and tapered to achieve a ¼” slope per foot. Install in two or more layers to achieve required thickness with joints of each succeeding layers staggered from joints of previous layers a minimum of 6 inches in each direction.

Membrane- EPDM, ASTM D4637, Type II (reinforced), Black, 60 Mil.

Coverboard- Fiberglass-Mat Faced Gypsum Roof Board: Roof Board Type DD, 1/2” thick, ASTM C1177, ASTM E84 or equivalent. Pattern and quantity of fasteners will be as required to meet wind warranty.

(1) The new insulation is to be polyisocyanurate tapered insulation mechanically attached with a minimum slope of 1/4” inch per foot sloping to the perimeter integral drip edge/scupper. The insulation boards will be installed in a staggered pattern with each layer perpendicular to the preceding one.

(2) Provide walk pads (installed on an additional layer of membrane) from roof access point to and around all serviceable equipment. Factory-formed, nonporous, heavy-duty, solid-rubber, slip-resisting, surface-textured walkway pads, approximately 3/16 inch thick, and acceptable to membrane roofing system manufacturer. Size: 24 by 36 inches unless otherwise required by manufacturer. Match color to roof membrane.

(3) Metal roofing components: Replace all reglets, metal flashings, counter flashings, drip edges, rain collars at vent stacks and any other metal components. Miscellaneous roof components will be fabricated of materials and gauge equal to existing material or as required by roofing manufacturer. Except as otherwise noted, all work will be installed in accordance with the NRCA Roofing Manual and SMACNA’s “Architectural Sheet Metal Manual requirements.

Allow for thermal movements from ambient and surface temperature changes to prevent buckling, opening of joints, overstressing of components, failure of joint sealants, and other detrimental effects. Thickness will be minimum 25 gauge (0.0217 inch). Finishes will be as follows:

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(a) Exposed Coil-Coated Finish: Three-Coat Fluoropolymer, AAMA 620. Fluoropolymer finish containing not less than 70% PVDF resin by weight in both color…