RFP 1630DC-20-R-00025 Turner JCC- Roof Replacement.docx

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Turner Job Corps Center-Roof Replacement Federal contract opportunity
Solicitation number
Not on record
Issued by
Department of Labor Employment and Training Administration

About this file

This request for proposal outlines a roof replacement project for two buildings at the Turner Job Corps Center. The scope of work involves removing the existing built-up roofs and insulation on the library building and culinary arts building down to the metal decking, and installing new modified bitumen single-ply membrane rooftop systems with tapered rigid insulation. Additional work includes removing abandoned mechanical equipment and replacing gutters and downspouts. The project is set aside for HUBZone small businesses. Proposals are due on April 2nd, 2020 and will be evaluated using lowest price technically acceptable criteria. The Department of Labor Employment and Training Administration is the contracting agency, and work must be completed within 120 calendar days of notice to proceed.

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Section M Selection Criteria and Evaluation of Proposals

RFP 1630DC-20-R-00003

SOLICITATION, OFFER, AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

1630DC-20-R-00025

2. TYPE OF SOLICITATION SEALED BID (IFB)

x NEGOTIATED (RFP)

3. DATE ISSUED

02/27/2020

PAGE OF PAGES

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

4. CONTRACT NO.
5. REQUISITION/PURCHASE REQUEST NO.
6. PROJECT NO. 3663

7. ISSUED BY

CODE
ETA OCM NATIONAL
8. ADDRESS OFFER TO

US Department of Labor Office of Contracts Management 200 Constitution Ave, NW Room N-4643 Washington DC 20210

9. FOR

INFORMATION

CALL:

a. NAME

DAVID

STEPHENS

b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS) 202-693-3267

SOLICITATION

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date) PROJECT TITLE: DESIGN/BUILD: ROOF REPLACEMENT (LIBRARY and CULINARY ARTS BUILDING) at the Turner Job Corps Center located in Albany, Georgia 31705 The requirement is a set-aside for competition amongst Certified HUBZone Small Business concerns only. Proposals are due on April 2, 2020 (2:00PM) Local Time Lowest Price Technically Acceptable (LPTA)

NAICS is 238160, Roofing Contractor-Small Business Size Standard is $15 Million Estimated Construction is $500,000.00 - $1,000,000.00

11. The Contract r shall begin performance10calendar days and Complete it withn
120
calendar days after receiving

10 .)

award, x notice to proceed. The performance period is x mandatory negotiable. (SeeFAR 52.211-

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMAN E AND PAYMENTBOND S?

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

x YES NO 12b. CALENDAR DAYS

a. Sealed offers in original and 2 copies to perform the work required are due at the place specified in Item 8 by 1400 (hour) local time

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

b. An offer guarantee x 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 .

NSN 7540-01-155-3212 STANDARD FORM 1442 (Rev. 4-85) Prescribed by GSA FAR(48 CFR) 53.236-1(d)

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15.

TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item14.)

CODE FACILITY CODE

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

AMOUNTS

)requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

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

19. ACKNOWLEDGEMENT OFAMENDMENTS

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

AMENDMENT NO.

DATE.

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

21. ITEMS ACCEPTED:

AWARD (To be completed by Government)

Continued...

22. AMOUNT
23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM
25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
10 U.S.C. 2304(c)()41 U.S.C. 253(c)
26. ADMINISTERED BY
CODE

27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT

(Contractor is required to sign this document and return 1 copies to issuing office.)

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

29. AWARD

(Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates The contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

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

Maria Pizarro

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

BY

31c. DATE

STANDARD FORM 1442 (REV. 4-85) BACK

PART I - THESCHEDULE

SECTION B - SUPPLIES OR SERVICESANDPRICE/COSTS PRICE/COST SCHEDULE

CLIN
SUPPLIES/ SERVICES
QUANTITY
UNIT
UNIT PRICE
AMOUNT
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 for the Turner 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.

B -1

Section B Supplies or Services and Price/Costs

RFP 1630DC-20-R-00025

CONSTRUCTION SCOPE OF WORK FOR

ROOF REPLACEMENT FOR

LIBRARY BUILDING 2007 AND

CULINARY ARTS/COMMUNITY RELATIONS BUILDING 7160 AT THE

TURNER JOB CORPS CENTER ALBANY, GEORGIA

U.S. DEPARTMENT OF LABOR

PREPARED BY:

PROJECT NO. 3663

JULY 2019 CSOW

Section C Supplies or Services and Price/Costs

RFP 1630DC-20-R-00025

C-

TABLE OF CONTENTS

GENERAL6
SPECIFIC REQUIREMENTS/ INSTRUCTIONS6
LEGALLY MANDATED STANDARDS6
Code of Federal Regulations6
National and State Building Codes6
Permits and Licenses6
SPECIFIC INSTRUCTIONS7
Center Operation7
Submittal Requirements7
Site Visits - Construction Observation – Construction Progress Meetings8
Availability of Existing Documents8
Manufacturer’s Representative Roofing Inspections8
Installer’s Qualification8
Products8
SCHEDULE AND DELAYS9
USE OF THE SITE9
EXTENT OF WORK9
GENERAL BUILDING REQUIREMENTS10
Roofing Materials10
Metal roofing components11
Gutters and Downspouts11
Installer’s Qualifications11
Structural11
Mechanical12
Electrical12
Warranty Requirements12
CONSTRUCTION REQUIREMENTS/ SPECIFIC INSTRUCTIONS13
SPECIFIC INSTRUCTIONS13
Temporary Facilities and Controls13
Adherence to Scope of Work13
Incidental Cutting and Patching13
Clean and Safe area14
Storing Materials14
Coordination of Work14
SKETCHES15
LOCATION MAP15
VICINITY MAP16
BUILDING 2007 – LIBRARY18
BUILDING 7160 – CULINARY ARTS/COMMUNITY RELATIONS19
BUILDING 7160 – CULINARY ARTS/COMMUNITY RELATIONS ROOF TOP UNITS PLAN20
PROJECT SCHEDULE20

CONSTRUCTION SCOPE OF WORK

ROOF REPLACEMENT, LIBRARY BUILDING NO. 2007 AND

CULINARY ARTS/COMMUNITY RELATIONS – BUILDING 7160 AT THE

TURNER JOB CORPS CENTER

GENERAL

The work consists of construction services including all equipment, materials, and labor required to remove and replace the existing roofs on the Building 2007 Library and Building 7160 Culinary Arts/Community Relations.

The work includes, but is not limited to, the removal of the existing built-up roof and insulation down to metal deck and the installation of a new modified bitumen SBS membrane system complete with new tapered rigid insulation. The built-up roof area on Building 2007 Library is approximately 7,620 SF and Building 7160 Culinary Arts/Community Relations Building is approximately 15,800 SF.

Also included in the scope is the removal of abandoned rooftop mechanical units on Building 7160 and removal and replacement of the gutters and downspouts at each building. All work to be accomplished in accordance with The National Roofing Contractors Association (NRCA) recommendations.

The extent of work is described in Part IV of this scope of work (SOW).

SPECIFIC REQUIREMENTS/ INSTRUCTIONS

LEGALLY MANDATED STANDARDS

The Contractor shall conform to:

Code of Federal Regulations

a) Safety and Health OSHA CFR Part 1926

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.

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 shall be subject to the approval of the Contracting Officer.

Permits and Licenses

The Turner Job Corps Center is a federally owned and operated facility.

The Contractor shall research, and be responsible for obtaining and paying for, all regulatory, permitting and licensing requirements required to perform this work in Albany, Georgia. No drawings or specifications shall be submitted for building permits unless express notification in writing is received from the Contracting Officer (CO).

SPECIFIC INSTRUCTIONS

Center Operation

The Center shall remain in operation throughout the Construction Phase. The Contractor shall, as part of this contract, coordinate with the Department of Labor (DOL) and develop a work plan that will minimize disruption of Center operations during construction.

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

The Contractor and all persons employed under the contract:

a) Shall observe all security regulations in effect at the Center;

b) Shall not be permitted to use the food service facilities at the Center;

c) Shall not fraternize with the students or staff of the Center;

d) Shall not consume or transport any alcoholic beverages or drugs on the Center; and shall not transport any firearms on the Center.

Persons violating the above shall be subject to disciplinary actions as set forth by the Center.

Submittal Requirements

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

· Installers qualifications

· Manufacturer’s training certification(s)

· Material submittals and Safety Data Sheets (SDSs) for all roofing system materials to be incorporated into the work

· Manufacturer’s prepared “tapered insulation layout” and standard manufacturers installation details for review prior to fabrication of the roofing insulation.

· Manufacturer’s prepared shop drawings for the roofing material submittals and standard manufacturers details for review prior to commencing the roof replacement.

· Metal flashing and coping shop drawings

· Metal Roofing Components Color Samples

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 DOL Contracting Officer’s Representative (COR) and/or a representative of the Department of Labor’s Engineering Support Contractor (ESC) may site at least once a month. During this visit, the Contractor’s payment application may be quantified and verified by the COR or designated 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 COR and/or ESC site visits and/or attended by conference call. The ESC will provide the teleconference platform.

Availability of Existing Documents

Existing “As-Built” Construction Documents are not available. Site verification of the existing conditions is required. The contractor will be responsible for verification of all dimensions, layout, and conditions in and around the construction area involved.

Manufacturer’s Representative Roofing Inspections

The installation of a new modified bitumen SBS membrane system complete with new tapered rigid insulation shall be inspected at least four times during construction by representatives of the roofing system manufacturer’s “Quality Assurance Program”. These inspections shall occur at least three times during installation and once at substantial completion. One of the inspections will be timed during roof removal to allow the inspector to confirm condition and suitability of exposed roof decking. Written reports, with photographs, for each inspection shall be submitted to DOL and the ESC. The Contractor shall provide a 7-day advance notice to DOL and the ESC to allow for their attendance at the inspections.

Installer’s Qualification

The roofing installer shall be approved and authorized by Roofing System Manufacturer to install manufacturer’s product. At least one of the full-time contractor employees assigned to this project shall be factory-trained within the last five years.

Products

Roofing materials shall be from the same manufacturer or be approved by the manufacturer for use with their system. Restoration of damaged elements or surfaces shall be promptly executed in like materials, as a part of this contract.

SCHEDULE AND DELAYS

The contractor shall immediately notify the CO of any expected delays in the acquisition of materials which may delay the completion of the project. Should this impact the approved construction sequence schedule the contractor shall adjust the schedule and resubmit it for the CO approval. No extensions in time will be granted unless the modified schedule is approved by the CO.

USE OF THE SITE

Access to the construction site (during construction) will be from the Delivery Entrance on Turner Air Field Road located on the east side of the site (prior to accessing the main entrance to the Center). The Contractor will maintain this road during construction and repair the road as necessary at the completion of the project.

Unless otherwise approved by the Department of Labor, the lay-down area will be located on the flat area to the east of Building 2007 and the flat area to the east of Building 7160 (refer to Section VI – Site Plan). The contractor shall restore the laydown area to its pre-work condition after completion of the project.

EXTENT OF WORK

The Contractor is to completely remove, and properly dispose of off-site, the existing roofing systems on Building 2007 and Building 7160 down to the deck and replace with a new 3-ply SBS built-up roof. The new systems shall be a 3-ply hot mopped system with an SBS modified bitumen cap sheet. The use of tapered insulation to achieve a ¼” per foot slope to the perimeter integral drip edge/scupper and/or internal roof drains is required. Thermal insulation shall be minimum average R-25 in accordance with ASHRAE 90.1 2016. The work is to include all investigation for replacement of existing systems in order to provide a fully watertight roofing system with warranty.

The construction shall 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 work shall include all details to accommodate the existing roof conditions including but not limited to all required flashings, drip edges with water diverter, accessories, gutters, downspouts, and splash blocks necessary to provide a fully watertight roofing system with warranty.

To address the odors from the application of a hot-mopped system the Contractor shall use low-odor asphalt and an afterburner for a reduction in kettle fumes.

It is intended that the installation of the two roofs will be performed at the same time.

The roofing installation must meet current allowable wind loads for Albany, Georgia. All work to be accomplished in accordance with the roofing manufacturer’s instructions and NRCA recommendations.

GENERAL BUILDING REQUIREMENTS

Roofing Materials

The 3-ply hot mopped modified bitumen mineral surfaced roofing system shall be from a singular manufacturer. The Cap sheet shall be SBS reinforced with white granules. The low-odor asphalt shall be approved for use by the system manufacturer.

a) Roofing installation should be based on a hot mopped 3-ply (one cap sheet plus two interplay sheets) modified bitumen SBS.

b) The new insulation is to be polyisocyanurate tapered insulation mechanically fastened with a minimum slope of 1/4” inch sloping to the perimeter integral drip edge/scupper and/or internal roof drains.

c) Replace all metal flashing, drip edge/scupper, gutter and down spouts, drain assemblies, rain collars at vent stacks, and any other metal components. Miscellaneous roof components to be fabricated of materials and gauge equal to existing material or as required by roofing manufacturer.

d) Modify or replace all existing roofing curbs, and MEP roof penetrations as necessary to accommodate new insulation thickness and provide finished curb height minimum of 8” above the finished roof surface.

e) Provide pre-manufactured walk pads from roof access points to and around all serviceable equipment.

f) Product performance guidelines are as follows:

Insulation- Polyisocyanurate ASTM C1289, Type II, Class 3, Grade 2, fully adhered and tapered to achieve a ¼” slope per foot. Insulation R-value shall meet or exceed minimum standards identified in ASHRAE 90.1-2013.

Bitumen- Asphalt, ASTM D312, Type II.

Interply Sheets- 2 Ply, SBS polymer-modified interplay sheet, ASTM D6163 Cap Sheet- Granule Energy Star Rated, SBS cap sheet, ASTM D6163 Acceptable manufacturers include the following:

a. Johns Manville,

b. Malarkey,

c. Firestone,

d. Or approved equal

Metal roofing components

Replace all metal flashing, drip edge, rain collars at vent stacks and any other metal components as required for a complete roofing system (See Sketch F. Building 7160 – Culinary Arts/Community Relations Roof Top Units).

Drip edge to be a minimum 26 gauge if steel or 0.024 inch thick if aluminum with baked on color finish selected from the manufacturer’s standard colors. Baked on color samples must be submitted for approval.

Flashing and other metal components are to be a minimum 26 gauge if steel or 0.032 inch thick if aluminum with baked on color finish selected from the manufacturer’s standard colors. Baked on color samples must be submitted for approval to the Contracting Officer Representative (COR).

Gutters and Downspouts

Gutters shall be formed from 0.0179-inch (0.45) thick, zinc coated (galvanized) steel sheet or aluminum-zinc alloy-coated steel sheet pre-painted with coil coating. Fabricate in minimum 96-inch (2,400-mm) long sections, sized according to SMANCA’s “Architectural Sheet Manual”. Furnish gutter supports spaced 36” o.c., fabricate from the same metal as gutters. Provide bronze, copper, or aluminum wire ball strainers at outlets. Provide new gutters to match roof fascia and rake trim.

Downspouts shall be formed from 0.0179-inch (0.45-mm) thick, zinc coated (galvanized) steel sheet or aluminum-zinc alloy-coated steel sheet pre-painted with coil coating; in 10-foot (3-m) long sections, complete with formed elbows and offsets. Finish downspouts to match gutters and fascia. Assume downspout size to be 4” x 6” rectangular shaped. Provide downspouts in the quantity and location as required to provide positive drainage from the roof.

Downspout boots shall be cast iron or heavy duty aluminum downspout boots to a height of 6’-0” AFF at all downspout locations sized to receive 4” x 6” rectangular downspouts. Downspout boots connected to downspouts shall be size accordingly. Boots shall have rectangular turn-out at bottom for discharge onto splash blocks.

Subject to compliance with requirements, products that may be incorporated into the work include, but are not limited to the following:

a. McKinley Type, Model DS8,

b. Barry, Pattern, and Foundry Model B25B,

c. Neenah, Model R-4929,

d. Or approved equal Installer’s Qualifications Roofing Installer shall be approved and authorized by Roofing System Manufacturer to install Manufacturer’s product. At least one contractor employee assigned full-time to this project must have completed factory training within the last five years.

Structural No Structural work has been included except that which is incidental to the rest of the work.

Mechanical

At the Culinary Arts building the Contractor shall disconnect, remove and dispose of all abandoned roof top mechanical units and cap existing gas supply lines as identified on Sketch F – BUILDING 7160 - CULINARY ARTS/COMMUNITY RELATIONS ROOF TOP UNITS PLAN. In addition, the Contractor shall disconnect service, remove, reinstall operational roof top mechanical units, and reconnect service as necessary to accommodate the new roofing system installation.

All work shall be coordinated with the modification of roof curbs as identified above.

The Contractor shall install a metal cap at the modified abandoned unit roof curb locations.

Electrical

At the Culinary Arts building the Contractor shall disconnect abandoned roof top mechanical units electrical service back to unit disconnect and terminate in accordance with NEC. In addition, the Contractor shall disconnect and reconnect service at all operational roof top mechanical units in accordance with NEC.

All work shall be coordinated with the modification of roof curbs as identified above.

Warranty Requirements

The warranty required for the roofing shall include coverage for 2-year installer workmanship and material warranty and 20-year manufacturer’s no dollar limit (NDL) system warranty.

Manufacturers’ system warranties shall include the following information: Center Name Date of Substantial Completion (warranty commencement date) Date Warranty Expires Description of Warranty Services

CONSTRUCTION REQUIREMENTS/ SPECIFIC INSTRUCTIONS

A) SPECIFIC INSTRUCTIONS

1. Temporary Facilities and Controls

The Contractor will be allowed to utilize Center utilities during construction during construction after notification to the Center Director.

a) Sewers and Drainage

The Contractor shall provide temporary toilets and drinking water fixtures. The number of temporary toilets and drinking water fixtures shall comply with regulations and health codes for the type, number, location, operation, and maintenance of fixtures and facilities.

b) Water Service

Use of the Center’s existing water service facilities will be permitted if required, as long as facilities are maintained in an acceptable condition and returned to their pre-work condition upon completion of the work.

c) Electrical Power Service

The use of the Center’s existing electrical service will be permitted if required, as long as facilities are maintained in an acceptable condition, that sufficient capacity in the system is available, and returned to their pre-work condition upon completion of the work.

2. Adherence to Scope of Work

Although this scope of work identifies specific elements of construction, it is the Contractor's responsibility to provide any and all elements which are incidental to the functioning of the work to be provided. It is not intended for other deficiencies, not related to the work identified in Section IV of this scope, to be corrected. The Contractor shall limit its efforts only to the work identified in this scope of work.

3. Incidental Cutting and Patching

The Contractor shall be responsible for all cutting and patching incidental to the work described herein. The Contractor shall be responsible for identifying the location of existing utilities and for avoiding damage to same in the completion of this work. The Contractor shall promptly repair/replace any damage to structures, elements, utilities, finishes, etc., occurring due to construction, the cost of which shall be borne by the Contractor.

4. Clean and Safe area

The contractor shall maintain a clean and safe work area throughout the period of construction. The contractor shall, at the end of each work day, remove all demolition debris and hazardous and potentially dangerous materials used in the work. The contractor shall collect construction material and debris frequently and dispose of debris and refuse away from the Center in a lawful manner. The contractor shall clean the exterior public areas impacted by construction dust, dirt and debris on a daily basis. The contractor shall be responsible for all fees, permits, etc., required for waste disposal.

5. Storing Materials

The contractor shall be responsible for receiving, storing, and securing of all materials, equipment and other items to be used in accomplishing the work. The contractor shall be responsible for all equipment and materials brought onto the Center and shall replace damaged or stolen items at its expense.

6. Coordination of Work Existing Utility Interruptions The Contractor shall not interrupt any utilities serving the facilities occupied by the Center or DOL unless permitted under the following conditions and then only after arranging to provide temporary utility services to maintain facility function:

a) Notify the Center Director, or delegated representative, not less than four (4) days in advance of proposed utility interruptions

b) Do not proceed with utility interruptions without notification to Center Director, written permission.

SKETCHES

LOCATION MAP

VICINITY MAP

C. SITE PLAN

D. BUILDING 2007 – LIBRARY

E. BUILDING 7160 – CULINARY ARTS/COMMUNITY RELATIONS

F. BUILDING 7160 – CULINARY ARTS/COMMUNITY RELATIONS ROOF TOP UNITS PLAN

VII. PROJECT SCHEDULE

ACTIVITY DESCRIPTION
Calendar Days
NTP & Pre-Construction Meeting
TBD
Substantial Completion
90
Construction Contract Closeout / Project Completion
30

Total Period of Performance

1630DC-20-R-00025

SECTION D - PACKAGING AND MARKING

D.1 ADDITIONAL REQUIREMENTS

Any correspondence including, but not limited to letters, memos, e-mails etc. shall at a minimum include the following markings:

1. Contract No.

2. Project description as “Roof Replacement” AT THE TURNER JOB CORPSCENTER”.

3. Type of Document, CLIN(s) No. and Version No. when applicable.

4. Date

D-1

RFP 1630DC-20-R-00025 Section E Inspection and Acceptance

SECTION E - INSPECTION AND ACCEPTANCE

E.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

The following contract clauses pertinent to this section are hereby incorporated by reference (by Citation Number, Title, and Date) in accordance with the clause at FAR "52.252-2 CLAUSES INCORPORATED BY REFERENCE" in Section I of this contract. See FAR 52.252-2 for an internet address (if specified) for electronic access to the full text of a clause.

NUMBER
TITLE
DATE
52.246-12
INSPECTION OF CONSTRUCTION
AUG 1996

E.2 INSPECTION AND ACCEPTANCE

(a) The Contracting Officer or the Contracting Officer's duly authorized representative will inspect and accept the supplies and/or services to be provided under this contract.

(b) Inspection and acceptance will be performed at:

Turner JCC Manchester, NH 03102

U.S. Department of Labor Office of Job Corps 200 Constitution Avenue, NW Washington, DC 20210

The Government shall perform inspections and tests, as may be applicable, in a manner that does not unduly delay the work.

E-1

SECTION F - DELIVERIES OR PERFORMANCE

F.1 NOTICE LISTING CONTRACT CLAUSES INCORPORATED BY REFERENCE

The following contract clauses pertinent to this section are hereby incorporated by reference (by Citation Number, Title, and Date) in accordance with the clause at FAR "52.252-2 CLAUSES INCORPORATED BY REFERENCE" in Section I of this contract. See FAR 52.252-2 for an internet address (if specified) for electronic access to the full text of a clause.

NUMBER
TITLE
DATE
52.211-13
TIME EXTENSION
SEPT 2000
52.236-1
PERFROMANCE of WORK BY CONTRACTOR
APR 1984
52.242-14
SUSPENSION OF WORK
APR 1984
52.246-12
INSPECTION OF CONSTRUCTION
AUG 1996
52.247-34
F.O.B. DESTINATION
NOV 1991

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

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 120 days after receipt of the Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by To Be Determined. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

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

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

LIQUIDATED DAMAGES

PART OR STAGE OF THE WORK FOR EACH DAY OF DELAY

$ 191.43

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

F.4 PERIOD OF PERFORMANCE

Substantial completion beneficial occupancy shall be achieved within90 calendar days following receipt of a notice to proceed (NTP). The work under this contract shall be fully complete within 120 calendar days following NTP.

Section F Deliveries or Performance

RFP 1630DC-20-R-00025

F-

F.5 PLACE OF PERFORMANCE

Turner JCC Albany, Georgia

SECTION G - CONTRACT ADMINISTRATION DATA

G.1 PRE-CONSTRUCTION CONFERENCE

A pre-construction conference will be held at a place, time and by what method to be determined by the Contracting Officer. Notice to Proceed (NTP) will be issued at the Pre-construction conference. The Contractor is required to attend. Major subcontractors may attend, but may not participate therein other than through the Contractor. The purpose of this conference is to review the contract procedures and to discuss questions in regards to the contract documents. The Contracting Officer or his/her representative will provide clarifications.

G.2 PERIODIC PROJECT MEETINGS

All progress meetings will be held at a place and time established, at the discretion of the Contracting Officer, for the purpose of coordination with the contractor and status updates of the project. Periodic progress meetings will be scheduled on a weekly basis for the duration of construction through substantial completion. Meeting minutes resulting from the weekly progress meetings will be issued identifying at a minimum (a) topics discussed, (b) critical submittals and status, (c) actions required, responsible parties, and time frames to resolve,

(d) progress achieved since last meeting, (e) Quality Control deficiencies and issues, and (f) minimum of ten

(10) quality photographs of construction progress. Two additional progress meetings will be held during the project completion and closeout phase of the project.

G.3 SUBCONTRACTS

Nothing contained in the contract shall be construed as creating any contractual relationship between any subcontractor and the Government. The divisions or sections of the specifications are not intended to control the Contractor in dividing the work among subcontractors, or to limit the work performed by any trade.

The Contractor shall insert a clause in each subcontract issued under this contract, which incorporates all FAR Clauses (beginning with “52”, and all general and special provisions of this contract into the subcontract by reference except that all references to the government or Job Corps shall mean the General Contractor.

The Contractor shall be responsible to the Government for acts and omissions of its own employees and of subcontractors and their employees. The Contractor shall also be responsible for the coordination of the work of the trades, subcontractors, and suppliers.

The Government will not undertake to settle any differences between or among the Contractor, subcontractors or suppliers.

G.4 SHOP DRAWINGS

The contractor shall maintain and submit to the Government as a part of the closeout documents, a complete set of Shop Drawings as approved by the Contractor’s A/E subcontractor as required in Section G.17.

The Contracting Officer’s representative for the review of shop drawings will be the Design/Architect/Engineer or other representatives determined at the preconstruction conference. If there appears to be a change of scope as the result of a shop drawing review, the Contracting Officer will resolve the matter pursuant to Clause 52.243-7 of the General Provisions.

G.5 OPERATIONS, STORAGE AREAS AND SECURITY

All operations of the Contractor (including storage of materials) upon Government premises shall be confined to areas authorized or approved by the Contracting Officer. The Contractor shall erect whatever barriers or Section G Contract Administration Data

RFP 1630DC-20-R-00025

G-enclosures are necessary to define the site and protect the materials, equipment and work. The Contractor shall hold and save the Government, its officers and agents, and the Center Operating Contractor free and harmless from liability of any nature occasioned by its operations.

The Contractor shall comply with regulations governing the operations on the premises, which are occupied and shall perform the contract in a manner that will not interfere with the conduct of normal business.

All persons employed under this contract shall, while on the premises, observe the regulations in effect at the site, and are cautioned that entrance to any existing building outside the scope of the contract is forbidden, except by official permission.

The Contractor will be doing work on federally-owned or federally-controlled property. All persons employed under this contract, and sub-contracts issued herein under, are to observe security regulations in effect at the site. The Contractor and all persons employed under the contract are required to comply with established security, sign-in, and random search procedures.

All work that will affect or alter the normal operations of the Center is to be coordinated with the operating Contractor of the Center through the Contractor at least one week in advance. If the work requires partial or total interruption of utilities, two weeks written notice must be given.

The Contractor shall furnish and install barricades or enclosures necessary to keep all dust and debris away from the facilities that are to remain in use at the Center.

The Contractor shall carefully remove and relocate all salvageable material to such areas as designated by the Contracting Officer.

The Contractor and all persons employed under the contract will not be permitted to utilize the food service facilities at the Center.

The Contractor and all persons employed under the contract will not be permitted to fraternize with the Job Corps students or staff at the Center.

Under no condition will the Contractor or any persons employed under the contract be permitted to consume or transport any alcoholic beverages, drugs, or firearms on the site.

Any person found violating these or any, other conditions set forth in the contract document will be barred from the project.

In addition to the above, the Contractor shall be responsible to provide at least, but not limited to, the following:

Provide an appropriate security system and facilities to protect WORK from unauthorized entry, vandalism, and theft.

Employ such services or measures as needed to properly protect and safeguard WORK. Provide protection for materials, tools, and equipment employed on Project, including workmen’s tools.

The Government will not be held liable or responsible for damage or loss to Work due to trespass or theft.

G.6 PROJECT SAFETY

The Contractor shall be responsible for initiating, maintaining, and supervising a safety program in connection with the construction project. All reasonable precautions are to be taken to provide protection and to prevent damage, injury, or loss to:

A. Employees and others who may be affected by the construction project.

B. All project materials and equipment on the site.

C. Other property on the site or adjacent thereto.

The Contractor shall erect and maintain approved barricades and all reasonable safeguards for safety and protection, including the posting of danger signs and other warnings against hazards.

During any approved new construction, the Contractor is to erect fences or other barriers around the construction site and any required storage and staging areas.

Current OSHA regulations must be followed in the placement or erection of safety barriers around excavation. The Contractor will not be permitted to commence with any excavation until this enclosure is completely erected and its completion verified by the Architect/Engineer.

During any repairs, alterations, or additions to existing facilities, the Contractor is to provide a secure separation between the areas where the work is to be performed and areas that are utilized by the Job Corps Center. Care must be taken by the Contractor to provide continuous and uninterrupted occupancy of the adjacent spaces or facilities.

G.7 DISPOSAL OF REFUSE

Refuse resulting from construction operations shall be removed from the site. Refuse shall not be allowed to accumulate for more than one week and shall be removed at more frequent intervals if directed by DOL or its designated representative.

G.8 SCHEDULE OF PROGRESS

Unless otherwise specified in the contract documents, the Government intends to take possession of the facilities included in this project at the date designated for substantial completion of the work. That single Substantial Completion date is specified in calendar days following issuance of the notice to proceed (NTP). No “partial” substantial completion dates are anticipated.

Therefore, within fourteen (14) calendar days following notice to proceed (NTP) the contractor shall submit to the Contracting Officer, or his/her designated representative, a realistic critical path method (CPM) project plan demonstrating the Contractor’s methodology for meeting the timely completion of the entire project within the time specified on Block 11 of the Solicitation, Offer and Award document (SF-1442). The Contractor shall submit its CPM Project schedule in either Primavera or MS-Project. Following review and approval of this CPM schedule, the Contractor shall submit one electronic copy of the schedule to the Contracting Officer.

The Contractor shall submit three copies of an updated design/construction schedule to DOL or its designated representative with each pay request, and when required by major changes in the work or schedule. If the Contractor fails to submit a progress schedule within the time herein prescribed, the CO may withhold approval of progress payments until the Contractor submits the required progress schedule.

G.9 PAYMENTS TO CONTRACTOR

Before the first progress payment under this contract becomes due, the Contractor shall prepare a Schedule of Values of the contract price that is acceptable to the Contracting Officer. The values in the breakdown will be used for determining progress payments. No progress payments requests will be accepted or considered for payment until the Schedule of Values has been accepted and approved by the Contracting Officer.

The Contractor’s Schedule of Values shall provide a line item of at least of at least 10% of the contract price to cover preparation and delivery of the required close out documents specified in Section G.19. Participating trades shall set up the Schedule of Values, and when more than one building/structure/phrase is involved, the breakdown shall be set by trades by building/structure/phase.

Preparatory work done (including design submittals and shop drawings) will be taken into consideration in preparing estimates upon which progress payments are based. Unless otherwise provided in the specifications, materials delivered that will be incorporated into the structure will be taken into consideration in computing progress payments, provided the material is delivered on the site, or is delivered to the contractor and properly stored by the Contractor in a bonded warehouse or storage yard, or similar suitable place as may be approved by the Contracting Officer. Before each such payment is made for delivered material stored on the site, the Contractor shall furnish to the Contracting Officer such evidence as may be required as proof of the quantity and value of such materials. Before each payment is made for delivered materials stored on or off site, the Contractor shall furnish the Contracting Officer with properly executed bills of sale for the delivered material upon which payment is being requested. The Contractor shall remain responsible for such stored materials.

Estimates on which progress payments are based shall include the value (as determined by the Contracting Officer) of satisfactory in-place work performed pursuant to a unilateral modification (change order) where final agreement on the equitable price adjustment has not been reached, up to the limit specified in the individual unilateral modification.

The Contractor shall not be deemed to have the right to receive final payment due or to become due under this contract unless and until the Contractor’s surety has made payment in settlement of requirements of the surety’s undertaking under the payment or performance bond and has so notified the Contracting Officer of the claims and amounts so paid.

G.10 METHOD OF PAYMENT

As prescribed by FAR 52.232-33, the Government shall make payment to the Contractor using the EFT information contained in the System for Award Management (SAM) database. In the event that the EFT information changes, the Contractor shall be responsible for providing the updated information within the SAM, database.

The requirement for all federal agencies to integrate the use of SAM into their business practices was formalized with the issuance of a new Federal Acquisition Regulation policy, Circular 2003-016, case 2002-018. The issuance of this policy requires all federal contractors to register in the SAM database prior to contract award of any contract or purchase agreement. Furthermore, the rule stipulates SAM will now be the source of EFT account information for contractors doing business with the Federal Government. To this end, payment offices are now required to use the information contained in SAM to accomplish payments to vendors. Therefore, it is extremely important that the Contractor keep their information current in SAM. This means that the Contractor must renew their registration every 365 days. In addition, if their active registration expires while they are still under contract all payments will stop.

G.11 FURNISHING INFORMATION AND RECORDS

If the Contractor or any subcontractor under this contract, or the officers or agents of the Contractor or any subcontractor, shall refuse or have refused, except as provided by the terms of the prime contract involved, to furnish to any Government agency or establishment in the legislative or judicial branch of the Government, information or records reasonably pertinent to this contract, or any other Government contract in connection with which the Contractor or such subcontractor has or shall have preformed work or furnished materials or supplies or undertaken to do so, the following action may be taken:

In the case of a refusal by the Contractor, its officers or agents, the Government may, after affording an opportunity to explain or justify such refusal, terminate the Contractor’s right to proceed with the work under the contract and thereupon the Government may avail itself of the rights and remedies provided in the clause entitled Default of this contract in addition to any other rights and remedies provided by law and under this contract.

G.12 WORKERS’ COMPENSATION LAWS

The Act of June 25, 1936, 49 Stat. (40 U.S.C. 290) authorized the constituted authority of the several States to apply their workers compensation laws to all land and premises owned or held by the United States.

G.13 REQUIRED INSURANCE

The Contractor shall procure and maintain during the entire period of performance under this contract, the following minimum insurance:

Workers Compensation and Employer’s Liability

1. Statutory: Amounts in coverage as required by the State compensation laws including provisions for voluntary benefits as required in labor union agreements, and including provisions for extending policy

2. in accordance with laws and other jurisdictions.

3. Employer’s Liability: At least $100,000 each accident.

Builder’s Risk

The Contractor shall provide Contractor’s Builder’s Risk and Fire and Extended Coverage Insurance to protect the Government and the Contractor and subcontractors against loss caused by the perils insured against the amount of 100% of the value of the Design Building project, including items of labor and materials in place or to be used as part of the permanent structure, including surplus materials, temporary structure and miscellaneous materials and supplies incidental to the work. Such insurance may be maintained in full force and effect until the project is accepted. Policies shall be written to include the United States Government and the Contractor.

Write the words “as their interest may appear.” Remove “XCU” exclusions relating to damage caused by simple explosion, collapse, shoring, grading, and underground utilities.

Comprehensive General Liability (or Blanket Liability)

Contractual liability, including completed operations liability, will be kept in force for at least one year after work has been completed. Coverage will be provided to include the Federal Government and its Operating Contractor. Limits will be:

1. Bodily injury liability – at least $250,000 each person; $500,000 each occurrence.

2. Property damage liability – at least $250,000 each accident; $250,000aggregate.

3. Broad form property damage basis – remove “XCU” exclusions relating to damage to property caused by explosions, collapse, shoring, grading, and underground utilities.

Comprehensive Automotive Liability Insurance

This will include coverage for owned, non-owned, and hired vehicles. Bodily injury liability: At least $250,000 each person; $500,000 each occurrence.

Prior to the commencement of work hereunder, the Contractor shall furnish to the CO a certificate or written statement of the above-required insurance. Companies shall be acceptable to the Government. The policies evidencing required insurance shall contain and endorsement to the effect that cancellation or material change in the policies diversely affecting the interest of the Government shall a not be effective until thirty (30) days after written notice thereof to the CO.

The Contractor agrees to insert the substance of this clause, including this last paragraph, in all subcontracts hereunder.

The Certificate of Insurance cancellation section shall read:

“Should any of the above-described policies be canceled before the expiration date thereof, the issuing company will mail thirty (30) days written notice to the below named certificate holder or to the certificate holder named to the left.”

G.14 EQUITABLE ADJUSTMENTS

The provisions of the Differing Site Conditions clause (52.236-2) and the Changes Clause (52.243-4) of this contract are supplemented as follows:

The Contractor shall submit a proposal, in accordance with the requirements and limitations set forth in this "Equitable Adjustments" clause, for the work involving contemplated changes covered by the request. The proposal shall be submitted within the time limit indicated in any written request or any extension of such time limit as may be subsequently granted.

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