NAVMWR-25-R-0009.pdf

SECTION

15A. NAME AND

ADDRESS

OF OFFEROR

SOLICITATION, OFFER, AND AWARD 1. This Contract is a Rated Order under the Defense Priorities and Allocations System (DPAS) - Code of Federal Regulations - at 15 CFR 700.

RATING PAGE OF PAGES

2. CONTRACT NUMBER 4. TYPE OF SOLICITATION 5. DATE ISSUED 6. REQUISITION/PURCHASE NUMBER

CODE7. ISSUED BY 8. ADDRESS OFFER TO (If other than item 7)

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

SOLICITATION

9. Sealed offers in original and copies for furnishings the supplies or services in the Schedule will be received at the place specified in item 8, or if hand carried, in the depository located in until local time

CAUTION - LATE Submissions, Modifications, and Withdrawals: See Section L, Provision Number 52.214-7 or 52.215-1. All offers are subject to all terms and conditions contained in this solicitation.

10. FOR

INFORMATION

CALL:

A. NAME B. TELEPHONE (NO COLLECT CALLS)

AREA CODE NUMBER EXTENSION

C. EMAIL ADDRESS

11. TABLE OF CONTENTS

(X) DESCRIPTION PAGE(S) (X) SECTION PAGE(S)DESCRIPTION

A B C D E F G H

I

J

K

L

M EVALUATION FACTORS FOR AWARD

INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

REPRESENTATIONS, CERTIFICATIONS AND OTHER

STATEMENTS OF OFFERORS

PART IV - REPRESENTATIONS AND INSTRUCTIONS

LIST OF ATTACHMENTS

PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

CONTRACT CLAUSESSOLICITATION/CONTRACT FORM

SUPPLIES OR SERVICES AND PRICES/COSTS

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

PACKAGING AND MARKING

INSPECTION AND ACCEPTANCE

DELIVERIES OR PERFORMANCE

CONTRACT ADMINISTRATION DATA

SPECIAL CONTRACT REQUIREMENTS

NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.

OFFER (Must be fully completed by offeror)

12. In compliance with the above, the undersigned agrees, if this offer is accepted within calendar days (60 calendar days unless a different period is inserted by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the set opposite each item, delivered at the designated point(s), within the time specified in the schedule.

13. DISCOUNT FOR PROMPT PAYMENT

(See Section I, Clause Number 52.232-8)

14. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the SOLICITATION for offerors and related documents numbered and dated):

10 CALENDAR DAYS (%) 20 CALENDAR DAYS (%) 30 CALENDAR DAYS (%) CALENDAR DAYS (%)

DATEAMENDMENT NUMBERAMENDMENT NUMBER DATE

CODE FACILITY 16. NAME AND THE TITLE OF PERSON AUTHORIZED TO SIGN OFFER

(Type or print)

15B. TELEPHONE NUMBER

AREA CODE NUMBER EXTENSION

15C. CHECK IF REMITTANCE ADDRESS IS

DIFFERENT FROM ABOVE - ENTER

SUCH ADDRESS IN SCHEDULE.

17. SIGNATURE 18. OFFER DATE

AWARD (To be completed by Government)

19. ACCEPTED AS TO ITEMS NUMBERED 20. AMOUNT 21. ACCOUNTING AND APPROPRIATION

22. AUTHORITY FOR USING OTHER THAN FULL OPEN COMPETITION UNDER THE

UNITED STATES CODE AT:

10 U.S.C. 3204(a) ( )41 U.S.C. 3304(a)

24. ADMINISTERED BY (If other than Item 7)

26. NAME OF CONTRACTING OFFICER (Type or print)

IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is unusable

23. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

25. PAYMENT WILL BE MADE BY

27. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

28. AWARD DATE

CODE

ITEM

STANDARD FORM 33 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.214 (c)

SEALED BID (IFB) INVITATION FOR BID

NEGOTIATED (RFP) REQUEST FOR

PROPOSAL

(Hour) (Date)

PART I - THE SCHEDULE PART II - CONTRACT CLAUSES

1 252

R24-36 N944

5720 Integrity Drive, Bldg 457 Millington, TN 38055

3. SOLICITATION NUMBER

NAVMWR-25-R-0009

See L-19 See Section L 3:00pm

Nika Maldonado, Contracting Officer nika.n.maldonado.naf@us.navy.il

18 4

3/27/2025

901 930 7728

2/28/2025

SECTION A

SOLICITATION/CONTRACT FORM

A-1. ADDITIONAL INSTRUCTIONS (MAY 2015)

A-2. DEPARTMENT OF DEFENSE INSTRUCTION (DODI) 4105.67 (DEC 2017)

A-3. FEDERAL ACQUISITION REGULATION (FAR) (MAY 2015)

NAVMWR-25-R-0009 BOWLING CENTER REPAIR

SUBASE KINGS BAY, GA

SECTION A PAGE 1 OF 2

A-1. ADDITIONAL INSTRUCTIONS (MAY 2015)

A. Prospective Offerors are advised to disregard all information in the following blocks and notes on the Standard Form (SF) 33:

Disregard: Provision No. 52.214-7 or 52.215-1 in block 9.

Disregard “Note: Item 12 does not apply if the solicitation includes the provisions at 52.214.16, Minimum Bid Acceptance Period” above block 12.

Disregard, Only “Clause No. 52.232-8” in Block 13, Discount for Prompt Payment.

Disregard, Block 22, “Authority for Using Other Than Full and Open Competition” in its entirety.

A-2. DEPARTMENT OF DEFENSE INSTRUCTION (DODI) 4105.67 (DEC 2017)

A. Pursuant to the provisions of Department of Defense Instruction (DoDI) 4105.67 dated 26 February 2014 with Change 2 dated 1 December 2017 the following authorities do not apply to this contract:

1. The Federal Acquisition Regulation (FAR)

2. The Department of Defense Federal Acquisition Regulations Supplement (DFAR)

3. Other DoD Component FAR Supplements

4. Chapter 137 of 10 U.S.C.

5. The Small Business Act, as amended

B. No appropriated funds of the United States are obligated, due or payable under the subsequent contract awarded as result of this solicitation.

A-3. FEDERAL ACQUISITION REGULATION (FAR) (MAY 2015)

There may be references to the FAR throughout this solicitation; however, only the specific clause or provision cited applies. In addition, the clause or provision only applies to the extent and manner in which the solicitation states. Any FAR clause or provision cited shall have the same force and effect as if it were in full text in the solicitation. Any reference to the “Government” in applicable FAR clauses and provision as discussed above shall be construed to mean the NAFI as it applies to the solicitation and resulting contract.

END OF SECTION A

NAVMWR-25-R-0009 BOWLING CENTER REPAIR

SECTION A PAGE 2 OF 2

SECTION B

SUPPLIES OR SERVICES AND PRICES/COSTS

B-1. PRICE SCHEDULE

B-3. NOTES TO OFFERORS (MAR 2009)

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SECTION B PAGE 1 OF 2

B-1. PRICE SCHEDULE

CLIN DESCRIPTION QTY U/I AMOUNT

0001 BUILD

AA Construction LS $

All costs associated with the construction of the project set forth.

AB Construction Time DA

Number of days after Notice to Proceed for

Construction.

B-3. NOTES TO OFFERORS (MAR 2009)

A. No appropriated funds of the United States are obligated, due, or payable under the subsequent contract awarded as result of this solicitation.

B. The breakdown of lump sums offered in Section B shall be in sufficient detail to permit an analysis of (1) material; (2) labor; (3) equipment; (4) subcontract; and (5) overhead costs, as well as; (6) profit. Overhead and profit shall also be stated as a percentage of cost when the Contractor’s own forces are used as well as when subcontractors’ forces are engaged. These percentages of cost may be used to form a basis for overhead and profit rates to be included in any pricing for change orders issued after award.

C. The minimum detail required will be a description of material or trade broken down by (1) quantity or number of labor hours; (2) unit prices; (3) total per each description; and (4) a grand total.

D. The breakdown should be by division or by task. If by division, references to tasks shall be included in line-item description of breakdown or in a remarks column associated to each line item of the breakdown.

E. Failure to submit required information may result in proposal being determined

“unacceptable” and not receive any further consideration.

END OF SECTION B

NAVMWR-R-20009 BOWLING CENTER REPAIR

SECTION B PAGE 2 OF 2

SECTION C

STATEMENT OF WORK

C-1. PROJECT INFORMATION

C-2. GENERAL INFORMATION

C-3. SITE INFORMATION

C-4. DESIGN REQUIREMENTS

C-5. GENERAL CONSTRUCTION REQUIREMENTS

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SECTION C PAGE 1 OF 12

C-1. PROJECT INFORMATION

A. Project Location: Finnegans Bowling Center, SUBASE Kings Bay, BLDG 1033, 1216 USS

Daniel Boone Ave, Kings Bay, GA 31548

B. Project Description:

1. This project is for the removal and replacement of 14 bowling lanes, USBC Approved

String Bowling Pinspotters. This includes replacement of 14 pin spotters, approaches, lanes, ball returns, gutters/gutter caps, bumpers, and foul line warning system. The goal of this project is to modernize the system, provide a safer working environment and cut down on maintenance cost.

C. Scope of Work:

Contractors shall provide all services, including materials, labor, and installation required to perform the work described in this SOW. Work shall include but is not limited to the following:

All new equipment must be compatible with the current QubicaAMF BESX /

Conqueror X operating system.

1. Pinspotters

Removal and disposal of existing Pinsetters

Installation of String Pinspotters System

Required Specs for String Pinspotters:

a. System must have bowler responsive deck lighting with the ability to indicate different lighting states for strikes, spares, gutters, and to define system status during trouble calls or system maintenance.

b. System must contain motors running only when required for proper machine operation.

c. System must have an enlarged pin shield and string features that minimize the appearance or visual of any string operation during normal play.

d. System must have a technical app that notifies maintenance staff of any issue during play, minimizing down time. App must be able to display videos and instructions to maintenance staff on the appropriate measures needed to correct any issue during play.

e. System must have a technical app that notifies maintenance staff based on play when routine system maintenance is needed (e.g. adjustments needed once a machine has reached 20,000 frames played, etc.)

f. System must contain physical safety features that reduce any dangers of operation to bowlers and staff.

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SECTION C PAGE 2 OF 12

g. System must contain features consistent with standard Lock-Out, Tag-Out procedures.

h. System must allow String Length adjustments for different types of play;

adjustment must be able to be performed through the management system.

2. Ball Returns

Removal and disposal of existing Ball Return System.

Installation of Ball Return System.

Installation of the Underlane Ball Return Track.

Required Specs for String Pinspotters:

a. Ball Returns must have a hand intrusion safety device that turns power off to the unit whenever a foreign object, such as a hand, is inserted into the ball exit. This safety device must also emit beeping noise when a foreign object, such as a hand, is inserted into the ball lift.

b. Ball Return motors must be secured under the hood to prevent customer access.

c. Ball Returns must have an energy efficiency feature that turns return motor on only when ball approaches and turns off as soon as ball exits.

d. Ball Return trays must hold 12 balls, and the lower racks must hold 8 additional balls and be at least 2” above lane level for ease of floor cleaning.

e. Ball Returns must have mechanism for delivering alternating left/right distribution on rack.

f. Ball Returns must have high-speed blower for hand dryer.

g. Ball Return hoods must use a single mechanical attachment point to the lift, enabling quick, easy removal and access to motor, belts, and control box.

h. All Returns motors and control boxes must be above lane level for easier access for repair and maintenance.

i. Must include a spare parts kit.

3. Gutters, Gutter Caps and Bumpers

Removal and disposal of existing Gutters, Gutter Caps and Bumpers.

Installation of Gutters and Bumpers.

Installation of Gutter Caps.

Installation of Coverboards.

Required Specs for Bumpers:

a. Bumpers must be automatic and integrated with the scoring and management systems.

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SECTION C PAGE 3 OF 12

b. Bumpers must have the option to be controlled at the front desk and at the bowler terminal.

c. Bumpers must raise and lower during the game based on the input of each bowler.

This is controlled by the automatic scoring system.

d. Bumpers must rise from the gutter, be clear plastic and have the option of a controllable LED light fixture, with a density of at least 9.9 light points per foot.

e. Bumpers must be pneumatic, driven by an air compression system.

f. Bumpers must be based on a modular structure, with sections that can be individually serviced in case of maintenance or replacement needs.

4. Approaches, Lanes, Pin Decks and Foul line Warning System

Remove existing Approaches, Lanes, Pin Decks and Foul Line Warning System.

Installation of new Approaches, Lanes, Pin Decks and Foul Line Warning System.

Installation of Wide Fill.

Installation of Foul line Warning System.

Required Specs for lanes:

a. Lanes must be made of a solid phenolic material with an appearance of natural wood.

b. Individual boards must be clearly visible without the use of solid dark lines highlighting each individual board.

c. The board pattern should alternate between light and dark boards to enable bowlers to line up and target pins easily.

d. Approaches must be made of solid phenolic material. Panels must be 5 feet wide so that the bowler slide area is free from joints in the right-to-left slide path of the bowler.

e. The joint in the approach must be at least 11 feet behind the foul line to ensure there is not a joint in the forward slide path of the bowler.

f. The approach surface must be textured to facilitate better bowler slide.

g. The First lane panel joint in the lane must be at least 11 feet from the foul line to minimize potential for ball impact on the joints.

h. Lane surface must have a brush finish to hold oil patterns longer.

i. The last lane panel must overlap and secure with the pin deck.

j. The pin deck must be a minimum of 2 inches thick.

5. Training and Maintenance

Provide training on the operation and maintenance of the newly installed equipment.

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SECTION C PAGE 4 OF 12

6. Restoration and Warranty

The Contractor shall repair and/or replace all existing surfaces impacted and/or damaged by work, to the satisfaction of the POC. The Contractor shall patch, paint and/or otherwise restore all building materials, including but not limited to, floor, wall, and other finishes damaged by work; to the satisfaction of the POC.

The Contractor shall provide a warranty on all material and labor for a period of two

(2) years (longer if standard for materials/equipment) from the date of acceptance by the Contracting Officer.

Contractor shall schedule an independent United States Bowling Congress (USBC) certifier to inspect the lanes upon completion of the installation and validate they meet all USBC requirements and certify them for league play.

All of the work shall be in accordance with the codes, laws and requirements governing SUBASE Kings Bay, Kings Bay, GA.

7. Equipment Staging and Construction debris removal

All equipment and construction debris shall be disposed of offsite by the contractor.

Dumpsters and disposal containers are to be procured and organized by the contractor.

A staging and laydown area will be designated for the new equipment and disposal containers. The contractors needs and request will be considered upon selection of these designated area

C. Budget:

1. The total funds available for construction of the facility are approximately

$511,280.00. Proposals over this amount may not be considered.

D. Special Conditions:

1. The adjacent streets shall remain open at all times during construction. Short-term closings of one-half of a street for material handling will be permitted. Coordinate closings through the POC 14 days prior to the required date.

2. Acceptable work hours for construction are Monday – Friday, 700. – 1700 excluding

Federal holidays. If the Contractor desires to work outside of regular working hours, or on a Saturday, Sunday, he/she shall submit a written application to the POC at least

7 days in advance. The POC will return their approval or disapproval to the contractor within 7 calendar days. Work on Holidays will not be permitted.

3. Base Access: DBIDS Rapid Gate base access. The Contractor is responsible for employees under his employment and shall ensure that employees are familiar with and obey installation traffic, safety, and security regulations.

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SECTION C PAGE 5 OF 12

4. Security: Access to the work area will require background checks on employees.

Proper forms will be provided to the contactor to have employees fill out for temporary ID cards. If the contractor has employees with felony convictions, that employee will not be granted access to the base worksite.

5. Motor Vehicle Operation: Ingress and egress of personnel shall be subject to the security and safety regulations of the Installation.

6. Contractor must submit their company safety plan for acceptance by the Contract

Specialist before a NTP will be issued. This will also need to be provided to

NAVFAC as indicated on the NSB Kings Bay Work Permit.

7. Severe Weather Readiness:

a. The area may be subject to severe weather at various times during the year. The contractor shall comply with the following requirements for severe weather readiness unless specifically directed otherwise by the POC.

1) Condition FOUR - Sustained winds of 50 knots or greater expected with 72 hours): Continue normal daily job site cleanup and good housekeeping practices. Collect and store in piles or containers all scrap lumber, waste material, and rubbish for removal and disposal at the close of each workday.

Maintain the construction site at the close of each workday. Maintain the construction site including storage areas, free of accumulation of debris. Stack form lumber in neat piles less than 4’ high. Remove all debris, trash, or objects that could become missile hazards. Contact the POC for readiness update and completion of required action.

2) Condition THREE - (Sustained winds of 50 knots or greater expected within

48 hours): Maintain “Condition Four” requirements and commence securing operations as necessary for “Condition TWO” which cannot be completed within 18 hours. Cease all routine activities that might interfere with securing operations. Commence securing and stow all gear and portable equipment.

Make preparations for securing buildings. Review requirements pertaining to

“Condition TWO” and continue action as necessary to attain “Condition

THREE” readiness. Contact the POC for weather and readiness updates and completion of required action.

3) Condition TWO - (Sustained winds of 50 knots or greater expected within 24 hours): Maintain “Condition Three” requirements and commence securing operations. Curtail or cease routine activities until securing operation is complete. Reinforce or remove formwork and scaffolding. Secure machinery, tools, equipment, materials, or remove from the job site. Expend every effort to clear all missile hazards and loose equipment from project site. Secure the job site and leave Government premises.

E. Permits:

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SECTION C PAGE 6 OF 12

1. The Contractor shall obtain and pay for all permits required by authorities having jurisdiction. The Architect/Engineer of Record shall certify completion of construction for all permits prior to final acceptance.

a. The Contractor shall prepare and submit the applications for all permits and required close-out documentation to the POC who will submit them to the applicable Base agencies.

b. Close-out documentation shall be submitted as soon as the permitted systems have been constructed.

2. Base Permits: Obtain Base permits for utility outages, excavation and “heat producing” or “spark generating” work prior to beginning these activities. Coordinate these permits through the POC, PWD and the Base Fire Department. There will be no charge for these permits, however: they can take up to 30 days to obtain and the

Offeror shall plan accordingly to avoid delay.

a. The Contractor shall coordinate with the POC for FAA Obstruction Permit(s) submission and receipt, as required for work within 20,000 feet of airfield operations zones.

b. The Contractor shall obtain Crane / Lift Permits and submit all required Lift Plans as required by authorities having jurisdiction.

3. NPDES: National Pollution Discharge Elimination System – If a SWPPP is required for this project, the Contractor shall prepare the application for an NPDES permit for the project including a Storm Water Pollution Prevention Plan in compliance with the local Water Management District.

F. Point of Contact for Building Inspection:

Mike

Miller

Overall contact

950 USS James Madison

Road

Kings Bay, GA 31547

912-674-4023 michael.miller@navy.mil

Valarie

Swanson

Alt contact

1216 USS Daniel Boone Ave

Kings Bay, GA 31547

912-573-9492 valerie.a.swanson2.naf@us.navy.mil

C-2. GENERAL INFORMATION

A. Intent: It is the intent of this Request for Proposal (RFP) is to award a build contract, which will result in a completed bowling facilities of commercial quality and that will operate efficiently and without unreasonable architectural, structural, mechanical and electrical failure or deficiency throughout the expected life of the facilities. The life required for the facility shall be at least 20 years. The selected Offeror's construction must meet this intent. Any planned deviation from this intent that is not brought to the attention of the Contracting Officer at time of offer by separate letter will render the

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SECTION C PAGE 7 OF 12

deviation as not a part of the contract and the Contractor shall construct to the intent specified above.

B. Definitions: Throughout this RFP, certain terms, abbreviations and acronyms are used.

The definitions for these items are as follows:

1. AHJ: Authority Having Jurisdiction.

2. Base/Installation: SUBASE Kings Bay, Kings Bay, GA.

3. COR: Contracting Officer Representative.

4. PWD: Public Works Department.

5. User/Using Agency: Finnegans Bowling Center at the Installation that will be the ultimate user activity when the facilities are completed.

C. Correlation and Intent:

1. Omissions in the RFP of such words and phrases as "the Offeror shall," "shall be,"

"shall consist of," "as indicated on the drawings," "in accordance with," "shall,"

"and," "the," etc., are intentional. Such words and phrases shall be supplied by implication.

2. Whenever the words "necessary," "proper," or words of like effect are used in the

RFP with respect to the extent, conduct, or character of work required, they shall mean that the said work shall be carried to the extent, must be conducted in a manner, or be of a character that is "necessary" or "proper" under the circumstances in the opinion of the Contracting Officer. The Contracting Officer's judgment in such matters is final.

C-3. SITE INFORMATION

A. Validity of Information Provided:

1. Basic information maps and any other data obtained from PWD, other Government sources or the NAFI are provided for information only and must be verified by site investigation. The NAFI is not responsible for erroneous data if the errors can be reasonably detected through site investigation.

2. While the sizes and materials that may be shown on information provided are generally accurate, the exact location of systems cannot be guaranteed and shall be verified by the Offeror through site investigation or through the Contracting Officer prior to submitting an offer.

3. The Contractor shall, at his own expense, provide additional investigations and surveys that are necessary to complete the construction of the project. All such site

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SECTION C PAGE 8 OF 12

investigation activities shall be coordinated with appropriate Installation personnel through the POC.

4. Information Verification:

a. Offerors shall examine the site and determine for themselves the existing conditions and general character of the site. Claims for additional costs due to conditions that could have been verified by site investigation are not permitted.

b. Sizes, materials, and capacities of existing systems may be verified by site investigation or with PWD through the Contracting Officer and/or POC.

5. Questions regarding design, coordination, or interpretation of RFP requirements during the proposal phase shall be directed in writing to the Contracting Officer.

6. A Pre-Proposal meeting, which will include a site visit, will be scheduled for a time

TBD and held at the facility or electronically.

C-4. DESIGN REQUIREMENTS

A. The requirements included in this Section establish the basic parameters for design of the various project elements. The Contractor shall design all necessary architectural, civil, structural, mechanical, and electrical systems in accordance with the requirements and parameters established in this RFP.

B. Codes, Standards, and Permits: Following, are applicable, but not necessarily all-inclusive, codes, standards, and permits relative to the site development of this project.

Under circumstances where applicable codes or standards conflict, the most stringent shall apply. The latest code, standard and change date as adopted by the AHJ shall prevail.

Description /

Usage:

Codes / Standards:

General Site

Development:

▪ UFC 1-200: Series (General Building Requirements)

▪ UFC 4-750-02N (Outdoor Sports and Recreation Facilities)

Potable Water: ▪ Required for fire sprinkler system and the rooms and public areas.

Electrical: ▪ UFC 3-530-01 (Design: Interior & Exterior Lighting &

Controls)

▪ UFC 3-550-01 (Exterior Electrical Power Distribution)

▪ National Electrical Code, latest adopted edition.

Fire

Protection:

▪ UFC 3-600-01 (Fire Protection Engineering for Facilities)

▪ National Fire Protection Association Fire Codes adopted latest edition of NFPA 13, 20, 24, 54, 70, 72, 90A, 96 and 101

▪ Requires a licensed fire protection engineer. Qualifications are contained in UFC 3-600-01 to serve as the Fire Protection

Engineer of Record and Fire Protection Quality Control.

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SECTION C PAGE 9 OF 12

▪ The design must be reviewed and approved by the NAVFAC

Area Fire Protection Engineer prior to construction.

▪ Final occupancy only after NAVFAC Fire Protection

Engineering (FPE) or Base Fire Department inspection and approval.

Accessible

Design:

▪ Uniform Federal Accessibility Standards

▪ Architectural Barriers Act (ABA) (http://www.access-board.gov/aba/).

C. Site Utilities

1. The Offeror shall determine that all of the existing service utilities are of sufficient capacity to accommodate all of the design loads for this total facility. Should the

Offeror determine that one or more of the existing service utilities are not adequate to accommodate the design loads for this total facility, then the Offeror shall immediately notify the Contracting Officer who will provide direction on how to proceed.

2. Design loads for this facility shall be calculated in accordance with the criteria specified in this RFPs with the most stringent criteria governing. The Offeror shall verify and field locate any and all information provided in the RFP and on any attached or enclosed drawings or other documents.

3. All utility outages and/or road closings shall be coordinated with PWD through the

POC. Minimum notification time required for a utility outage or road closing is 14 working days. Any utility outages or road closings affecting adjacent buildings shall be scheduled beyond normal working hours with POC advance approval.

C-5. GENERAL CONSTRUCTION REQUIREMENTS

A. Temporary Facilities:

1. The Contractor shall provide and maintain one project sign at a location approved by the POC which complies with the sign requirements included the RFP.

2. The Contractor shall provide and maintain temporary facilities and controls for the duration of the construction period, or a shorter period of time as approved by the

Contracting Officer:

3. The Contractor shall furnish, install, maintain and pay for temporary telephone service for the duration of the construction period, or a shorter period of time as approved by the Contracting Officer.

a. Provide a telephone in the field office for use by persons connected with the project.

b. Provide the telephone numbers to the POC and CNIC PM.

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4. Water, Gas, Wastewater, and Electricity:

a. Provide and maintain meters and connections for temporary use of these utilities.

The Contractor will not be charged for use of these utilities.

b. The use of these utilities is restricted to construction and associated endeavors for this project

c. The Contractor shall install and maintain meters and temporary tie-ins to the utility systems.

d. Before final acceptance of the work by the NAFI, the Contractor shall remove all temporary connections, distribution lines, meters and associated paraphernalia.

Hand excavation may be required at temporary connection points.

e. The Contractor shall provide temporary transformers or other equipment necessary for use of temporary utilities during construction.

5. Office and Storage Facilities:

a. Provide a field office in a suitable temporary structure of sufficient size to maintain construction documents, shop drawings, and samples.

b. Provide suitable storage facilities for materials delivered to the site but not incorporated in the project.

c. Provide security for offices, storage areas, and the jobsite.

d. Coordinate lay-down area with the POC.

6. Drinking Water and Toilets: Provide safe and sufficient drinking water and toilet facilities at the project site. Do not permit construction personnel to use facilities in

NGIS building and/or adjacent buildings.

7. Heating, Cooling, Ventilation and Protection: Provide temporary coverings, enclosures, heating, cooling, and/or ventilation as required to protect workmen and the work against injury or damage by weather elements.

8. Vehicle Access and Parking:

a. Provide temporary access into project work areas as required for vehicles and equipment. Prior to beginning construction, the Contractor shall work with the

POC to establish approved access routes to work areas to minimize damage and disruption to the adjacent buildings and the site. The Contractor shall restrict vehicle access to the established routes and shall repair all damage created by construction access or activities.

SECTION C PAGE 11 OF 12

b. Provide temporary parking facilities for construction equipment within the designated construction limits.

9. Construction Debris and Trash Disposal: Disposal facilities for trash and construction debris are not available on Base. Dispose of all trash off-Base shall be at the

Contractor’s expense.

a. Open burning of construction materials or debris is not permitted on the construction site or on the Base.

b. Burying materials on the site is not permitted.

c. Demolition work requires the selective removal, off-site disposal of construction and demolition waste, and/or relocation and re-installation of items to accommodate new construction. All regulated waste shall remain On-Base for disposal through CBC Gulfport authorities at the Contractor’s expense.

10. Housekeeping and Cleanup: Where construction materials cannot be kept within the designated area in a neat, clean, and orderly fashion and thereby cause an eyesore, construction materials shall be moved to other locations off-Base, at no additional cost to the NAFI. The Contractor shall at all times furnish from his own organization, a sufficient force to carry out the housekeeping and cleanup requirements in all areas, on a day-to-day basis, throughout the life of this contract.

a. Remove dirt and debris resulting from construction operations from all roads daily.

b. As part of “good housekeeping,” chemicals shall be stored such that they are protected from rainwater. Storage facilities, including dumpsters, shall be covered to prevent rainwater from entering the containers.

B. Close-Out Documentation:

1. Warranties: Provide all Warranties as required by the contract.

2. O&M Manuals: Provide copies of all O&M manuals to the POC and Contracting

Officer in accordance with the contract.

3. Training: Provide on-site training to Bowling Facility Staff and POC for the cleaning, care, and maintenance of installed materials; including submittal of all manufacturer’s cleaning and care instructions, two (2) hard copies delivered to the POC, for all materials used herein.

END OF SECTION C

SECTION C PAGE 12 OF 12

SECTION D

PACKAGING AND MARKING

D-2. SUBMITTALS (MAR 2021)

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SECTION D: PACKAGING AND MARKING

D-2. SUBMITTALS (MAR 2021)

A. General: Existing requirements for submittal formats and content are addressed herein.

1. Marking & Shipping: All submittals shall be marked with the project name

(identified by installation and project) and the contract number (#). Submittals shall be shipped in complete packages unless authorized in advance by the Contracting Officer.

2. No submission by USB flash media and storage devices shall be acceptable.

Additionally, facsimile (fax) submission shall not be acceptable, unless authorized in advance by the Contracting Officer.

3. Document Requirements: The Contractor is required to submit the documents in electronic formats (virus free uploads) and hard copy formats. All documents submitted shall become the property of the NAFI and will not be returned to the Contractor. These documents shall be prepared, organized, and submitted on a Master Data Disc in the following formats, as applicable to the contract. Hard copies shall be assembled in bound packages appropriately tabbed (or with cover sheets) and sequential page numbered for easy identification of sections and subsections of the documents.

a. “SPECIFICATIONS”: For all submittals, provide all specification sections in separate files in the current release of editable Microsoft Word (.docx) format. Specifications shall be formatted in accordance with UFGS via SpecsIntact. The Cover Sheet and Table of

Contents shall also be provided as separate (.docx) files. Specifications shall be provided in 3-ring binders when hard copy formats are required. The information shall be in 8 1/2” x 11” three-ring binders with durable plastic covers with the words “Specifications” and the name and address of the project, Contractor, and architect/engineer(s) neatly and permanently marked on the cover when hard copy formats are required.

b. “DRAWINGS”: For all submittals provide all drawings in separate files for each drawing sheet in the most current release of AutoCAD (.dwg) format and in PDF format. All other electronic copies shall be bookmarked in PDF format. Drawings shall be half-size (11” x

17”) sets unless otherwise specified. All drawings and design calculations of the Contractor shall be affixed with the registration stamp (seal) of the professional consultant responsible for the applicable design such as architectural, civil, structural, mechanical, electrical and fire protection engineering, and landscape architect, as applicable.

c. “SHOP/CONCEPT DRAWINGS, BUBBLE DIAGRAMS, PHOTOS”: For all submittals, provide all drawings/diagrams/photos as separate files for each drawing/diagram/photo in PDF format. Progress Photos shall be submitted on Compact Disk in a compressed format which may be readily extracted for other uses by the NAFI.

d. “MATERIAL SAMPLE”: For all submittals a material sample shall include samples of actual material being used for the roofing surface. The sample will show the actual color and texture of the finished roof. Samples will be presented on an 8-1/2 inches x 11 inches material board. The sample shall be designed to fit in a standard loose-leaf three ring binder and not be less than 7-1/2 inches x 7-1/2 inches. Submittal of the color samples shall not relieve the

Contractor of responsibility to submit samples required by technical provisions.

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e. “MISCELLANEOUS”: For all submittals, all other project documents shall be submitted in editable MS Word (.docx), editable MS Excel (.xlsx) or pdf file formats.

B. Submittal Matrix

1. The Contractor shall provide submittal packages in accordance with the matrixes below. Packages shall be shipped directly to reviewers. These matrixes are not all-inclusive of the submittals required (e.g. meeting minutes, practical schedule, etc). The term “Upload” as used in this clause shall mean provision of the specified submittal by an electronic communication method approved by the Contracting Officer.

2. Construction Management:

Reviewers Execution

Package

Construction

Inspection

Warranty

Inspection

USBC

Inspection

Progress

Photos

Contracting

Officer Upload Upload

Upload Upload

Upload CNIC Project

Manager

Installation

POCs

Total Upload Upload Upload 1 -Upload Upload

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3. Reviewer Addresses:

Position Name USPS Address Comm. Carrier Address

Contracting

Officer

Nika Maldonado CNIC, Facilities and

Construction Contracting

Attn: Nika Maldonado

5720 Integrity Drive

Lassen Bldg. 457

Millington, TN 38055

CNIC, Facilities and

Construction Contracting

Attn: Nika Maldonado

7736 Kitty Hawk Ave

Lassen Building 457

Millington, TN 38055-6560

Project

Manager

Thomas McPeek CNIC, Facilities and

Construction Contracting

Attn: Thomas McPeek

5720 Integrity Drive

Lassen Bldg. 457

Millington, TN 38055

CNIC, Facilities and

Construction Contracting

Attn: Thomas McPeek

7736 Kitty Hawk Ave

Lassen Building 457

Millington, TN 38055-6560

Installation

POC

Mike Miller MWR

Attn: Mike Miller

1063 USS TN Ave

Bldg. 1063

Kings Bay, GA 31547

MWR

Attn: Mike Miller

1063 USS TN Ave

Bldg. 1063

Kings Bay, GA 31547

END OF SECTION D

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SECTION E

INSPECTION AND ACCEPTANCE

E-1. INSPECTION OF CONSTRUCTION (MAR 2009)

E-2. PRE-FINAL AND FINAL INSPECTION (MAR 2009)

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E-1. INSPECTION OF CONSTRUCTION (MAR 2009)

A. Definition. "Work" includes, but is not limited to materials, workmanship, and manufacture and fabrication of components.

B. The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under this contract conforms to contract requirements. The contractor shall maintain complete inspection records and make them available to the NAFI. All work shall be conducted under the general direction of the Contracting

Officer and is subject to NAFI inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

C. NAFI inspections and tests are for the sole benefit of the NAFI and do not:

1. Relieve the Contractor of responsibility for providing adequate quality control measures;

2. Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

3. Constitute or imply acceptance; or

4. Affect the continuing rights of the NAFI after acceptance of the completed work under paragraph I below.

D. The presence or absence of a NAFI or Government inspector does not relieve the

Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

E. The Contractor shall promptly furnish, without additional charge, all facilities, labor, and material reasonable needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The NAFI may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the

Contractor for inspection or test, or when prior rejection makes re-inspection or retest necessary.

The NAFI shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

F. The Contractor shall, without charge, replace or correct work found by the NAFI not to conform to contract requirements, unless in the public interest the NAFI consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

G. If the Contractor does not promptly replace or correct rejected work, the NAFI may (1) by contract or otherwise, replace or correct the work and charge the cost to the

Contractor or (2) terminate for default the Contractor's right to proceed.

H. If, before acceptance of the entire work, the NAFI decides to examine already completed work by moving it or tearing it out, the Contractor, on request, shall promptly furnish

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all necessary facilities, labor, and material for such effort. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the

Contractor shall defray the expenses of the examination and of satisfactory reconstruction.

However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

I. Unless otherwise specified in the contract, the NAFI shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the

NAFI's rights under any warranty or guarantee.

E-2. PRE-FINAL AND FINAL INSPECTION (MAR 2009)

A. Pre-Final Inspection:

1. In addition to the requirements in Section E-1 above, the Contracting Officer or his authorized representative and technical representatives will jointly conduct a pre-final inspection prior to a final inspection of the facility.

2. The Contractor shall notify the Contracting Officer in writing when the entire project has been inspected by his design team and the project is ready for the Contracting Officer or his authorized representative to conduct a pre-final inspection. With this notification, the

Contractor shall prepare and submit a list of items to be corrected or completed.

3. Upon completion of the pre-final inspection, the Contracting Officer will transmit a punch list report to the Contractor listing discrepancies requiring correction or completion and establishing a date for the final inspection. Upon receipt of this punch list, the Contractor shall within seven (7) days advise the Contracting Officer of any questions that he or any of his subcontractors may have concerning the requirements of the report.

B. Final Inspection:

1. When all pre-final inspection discrepancies have been corrected, the Contractor shall submit a written request for final inspection to the Contracting Officer at least fourteen (14) days before the desired date of inspection.

2. The Contracting Officer or his authorized representative will conduct the final inspection with his Technical Representative(s), the Contractor, and any needed subcontractor to determine whether the project can be finally accepted upon written notice from the Contractor that the re-inspection punch list items are complete.

C. Re-Inspection:

1. If, upon the first re-inspection, it is found that punch list items or other discrepancies are not sufficiently complete that the Project can be finally accepted, the

Contractor shall be responsible for the NAFI’s costs for additional technical services for preparation of a new punch list and any subsequent re-inspection prior to final acceptance. The

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SECTION E PAGE 3 OF 4

NAFI’s costs for additional services will be charged to the Contractor through an appropriate change order to recover applicable reimbursable expenses for activities involved in the re-inspection (this includes, but is not limited to, A/E expenses incurred by the NAFI).

2. Upon written notice from the Contractor that the re-inspection punch list items are complete, the Contracting Officer or his authorized representative will conduct the final inspection to verify that the discrepancies have been completed and determine whether the project can be finally accepted.

END OF SECTION E

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SECTION F

DELIVERIES OR PERFORMANCE

F-1. COMPLETION TIME (MAR 2009)

F-3. PERFORMANCE EVALUATION OF THE CONTRACTOR (MAR 2009)

F-5. LIQUIDATED DAMAGES - CONSTRUCTION (APR 2016)

F-9. SUSPENSION OF WORK (MAR 2009)

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F-1. COMPLETION TIME (MAR 2009)

The Contractor shall complete the work within the proposed time periods as outlined in Section

B of the Contractor’s Proposal as accepted and agreed to by the NAFI.

F-3. PERFORMANCE EVALUATION OF THE CONTRACTOR (MAR 2009)

A. At a minimum, the Contractor’s performance will be evaluated upon final acceptance of the work. However, interim evaluation may be prepared at any time during contract performance when determined to be in the best interest of the NAFI.

B. The Contractor will be rated either outstanding, satisfactory, or unsatisfactory in the areas of

Contractor Quality Control, Timely Performance, Effectiveness of Management, Compliance with Labor Standards, and Compliance with Safety Standards. The Contractor will be advised of any unsatisfactory rating, in the overall rating, prior to completing the evaluation, and any overall comments will be made a part of the official record.

F-5. LIQUIDATED DAMAGES - CONSTRUCTION (APR 2016)

A. If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the NAFI in the amount of $50.00 for each calendar day of delay until the work is completed or accepted.

B. If the NAFI 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-9. SUSPENSION OF WORK (MAR 2009)

A. The Contracting Officer may order the Contractor in writing to suspend, delay, or interrupt all or any part of the work of this contract for the period of time that the Contracting Officer determines appropriate for the convenience of the NAFI.

B. If the performance of all or any part of the work is, for an unreasonable period of time, suspended, delayed, or interrupted (1) by an act of the Contracting Officer in the administration of this contract, or (2) by the Contracting Officer's failure to act within the time specified in this contract (or within a reasonable time if not specified) an adjustment shall be made for any increase in the cost of performance of this contract (excluding profit) necessarily caused by such unreasonable suspension, delay, or interruption and the contract modified in writing accordingly. However, no adjustment shall be made under this clause for any suspension, delay, or interruption to the extent that performance would have been so suspended, delayed, or interrupted by any other cause, including the fault or negligence of the Contractor, or for which an equitable adjustment is provided for or excluded under any other term or condition of this contract.

C. A claim under this clause shall not be allowed (1) for any costs incurred more than 20 days before the Contractor shall have notified the Contracting Officer in writing of the act or failure to act involved (but this requirement shall not apply as to a claim resulting from a suspension order), and

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(2) unless the claim, in an amount stated, is asserted in writing as soon as practicable after the termination of the suspension, delay, or interruption, but not later than the date the final payment under the contract.

END OF SECTION F

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SECTION G

CONTRACT ADMINISTRATION DATA

G-1. ADDRESS FOR CORRESPONDENCE (MAR 2009)

G-2. INVOICES AND PAYMENTS (MAR 2009) – Alternate I

G-3. CONTRACT ADMINISTRATION (MAY 2015) – Alternate I

G-4. MANDATORY INFORMATION FOR ELECTRONIC FUNDS TRANSFER (APR

2016)

G-5. EFT VENDOR PAYMENT ENROLLMENT FORM (APR 2016)

G-7. RETAINAGE STATEMENT - CONSTRUCTION (MAR 2012)

G-8. INSTALLATION POINT OF CONTACT (POC) (JUL 2015)

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G-1. ADDRESS FOR CORRESPONDENCE (MAR 2009)

A. Contractor is requested to indicate below the address to which correspondence should be mailed, if such address is different from the one shown on page one (SF33) of this contract.

Name:

Street Address:

City, State, Zip:

Area Code, Telephone Number:

G-2. INVOICES AND PAYMENTS (MAR 2009) – Alternate I

A. Progress payments to the Contractor are authorized on a monthly basis in accordance with Section I, Contract Clause I-74, entitled Payments under Fixed-Price

Construction Contracts. The Contractor shall submit the following itemized applications for payment, using AIA Form G-702 and G-703 or equivalent.

1. The original of all invoices shall be furnished to the below address. Payment will be made based on receipt to the below addressee only and copies provided to others in this section will not be considered as an acceptance date. Actual payment for all invoices will be made by the Resource Manager

a. Commander Navy Installations Command

Facilities and Construction Contracting Branch N948

Attn: CNIC N948 Aaron Lewis

5720 Integrity Drive Bldg 457

Millington, TN 38055

Commercial: (901) 874-6669

FAX: (901) 874-6824

E-mail: R24-36_-_Bowling_Center_Repair_Kings_Bay.98_Pay_Apps@docs-gc2.e-builder.net

b. Or via commercial carrier, (i.e. other than U.S. Postal Services)

CNIC, Financial Management

Attn: Resource Manager (N948)

7736 Kitty Hawk Ave., Lassen Bldg. 457

Millington, TN 38055-6560

Comm: 901-874-6669

2. One electronic copy shall be furnished to the Contracting Officer.

Nika Maldonado, Contracting Officer

CNIC, Facilities and Construction…