RFP - NAVMWR-27-R-0001 Monterey Driving Range Technology.pdf

SOLICITATION, OFFER AND AWARD 1. THIS CONTRACT IS A RATED ORDER

UNDER DPAS (15 CFR 700)

RATING PAGE OF PAGES

2. CONTRACT NUMBER 3. SOLICITATION NUMBER 4. TYPE OF SOLICITATION 5. DATE ISSUED

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 No. 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. E-MAIL ADDRESS

11. TABLE OF CONTENTS

(X) SEC. DESCRIPTION PAGE(S) (X) SEC. 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 ATTACH.

CONTRACT CLAUSESSOLICITATION/CONTRACT FORM

SUPPLIES OR SERVICES AND PRICES/COSTS

DESCRIPTION/SPECS./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 No. 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 NO.AMENDMENT NO. DATE

15A. NAME AND

ADDRESS

OF OFFER-

OR

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:

10 U.S.C. 2304 (c) ( )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. 6/2014)

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

SEALED BID (IFB)

NEGOTIATED (RFP)

(Hour) (Date)

PART I - THE SCHEDULE PART II - CONTRACT CLAUSES

REQUISITION/PURCHASE

NUMBER

1 391

NAVMWR-27-R-0001 07 Oct 2026

N944 CNIC, Facilities and Construction Contracting 5720 Integrity Drive, Bldg 457 Millington, TN 38055

See L-19 See Section L 3:00PM 10 Nov 2026

Alanna Young Contracting Officer 901 574-0848

2 83

17 198 4 11 5 18

32 4

SECTION A

SOLICITATION/CONTRACT FORM

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:

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

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

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

Payment.

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

A-1. ADDITIONAL INSTRUCTIONS (MAY 2015) – Alternate I

A. Contractor shall disregard all information in the following blocks and notes on the Standard Form (SF) 26:

1. Disregard, Block 1.

2. Disregard, Only “United States of America” in Block 20B.

3. Disregard, Block 13, “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 ACQUISTION 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

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Monterey Golf Driving Range Technology NSA Monterey 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.

A-3. FEDERAL ACQUISTION REGULATION (FAR) (MAY 2015) - Alternate I

There may be references to the FAR throughout this contract; 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 contract states. Any FAR clause or provision cited shall have the same force and effect as if it were in full text in the contract. 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 this contract.

A-4. PROSPECTIVE OFFERORS (MAY 2015)

“Only firms specifically included on the Source List may respond to the solicitation as a Prime Contractor. Prime Contractors responding to the solicitation shall hold the Payment and Performance Bonds. Lower tier contractors may not provide the bonds for the Contract.”

END OF SECTION A

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SECTION B

SUPPLIES OR SERVICES AND PRICES/COSTS

B-1 PRICE SCHEDULE

CLIN DESCRIPTION

LUMP SUM

AMOUNT

(A)

DAYS

(B)

0001 DESIGN/BUILD

All costs and time associated with the design and construction of the Monterey Golf Range Technology requirements as set forth herein, including but not limited to permits, fees, supervision, transportation, overhead and profit, surveys, travel expenses, reproduction costs, any incidental costs associated with production and delivery of the Design/Build Contract and any additional investigations considered necessary by the Contractor.

Note: The time, number of calendar days after Notice to Proceed, excludes the NAFI’s review time.

AA 50% Design $

AB 95% Design $

AC 100% Design $

AD 04-Construction $

B-3 NOTES TO OFFEROR (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.

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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.

F. Project Design and Construction Schedule: In addition to completing the time above, the Offeror shall provide with his proposal an outline of his plan for the design and construction of the project prepared in accordance with Section L. In preparing the schedule, the Offeror shall allow 21 calendar days for NAFI’s review of each design submittal.

END OF SECTION B

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SECTION C

SCOPE 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

SCOPE OF WORK

C-1. PROJECT INFORMATION

1. Project Location: The project is located at NSA Monterey located in Monterey, CA.

2. Project Description: This project is for the renovation of the driving range to add golf range technology, added hitting bays, and a food and beverage concession.

A. This project is for the full replacement of the existing driving range, adding a two-story, 24-bay covered hitting structure with a ball-tracking system and improving food and beverage options with an adjacent concession.

B. The Work includes, but is not limited to:

3. Site Development: Developing the site plan for the project and engineering design of all site work and site utilities to construct the facility.

A. The Contractor shall remove and dispose of all waste materials generated as part of this project at a licensed facility as authorized by the Public Works Department (PWD) and coordinated through the Contracting Officer’s Representative (COR).

The Contractor shall protect existing adjacent materials from any and all damage during the work, by utilizing construction screens and other industry best practices protection methods.

(1) The Contractor shall remove and dispose of chain-link fencing adjacent to the bunker and chipping practice range.

(2) The Contractor shall demolish and remove existing turf and range concrete to accommodate new construction

(3) The Contractor shall demolish and remove the existing range maintenance building.

(4) A complete architectural design and full engineering design of all mechanical, electrical, structural and civil elements required to construct the facility in accordance with all codes, laws and requirements.

(5) The contractor shall grade the project site area to establish the basic contours of the driving range for the extension of the hitting bays, target greens, and practice greens.

(6) The Contractor shall remove the dead brush and dying trees within the driving range and thin brush.

(7) The Contractor shall Adjust, relocate, or replace existing irrigation system components and electrical wiring impacted by the new grades.

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(8) The Contractor shall relocate the bunker and chipping practice areas, constructing the new green and bunker to match the standards of the existing course.

(9) The contractor shall implement an interior décor package for the facility including basic color schemes.

(10) The Contractor shall increase the length of the driving range by approximately 30 yards.

(11) The Contractor shall construct a 2-story, 24-bay covered range structure with weather-resistant lighting, ceiling fans, and roof-mounted light fixtures to support extended hours of operation.

(12) The Contractor shall install a golf range technology system, which tracks ball flight and allows for interactive virtual golf.

(13) The contractor shall construct a new 440-square-foot range building.

(14) The Contractor shall construct a new 500-square-foot Concession Building with restrooms.

(15) The Contractor shall construct a concrete cart path extension for access from the 9th hole to the new concession and restroom building, connecting to the existing cart path.

(16) The Contractor shall install 150 linear feet of high-impact, UV- and water-resistant range netting, approximately 50 feet in height, to prevent balls from entering the course maintenance area

(17) Construction of all work must be done in accordance with the federal, state, and local codes, laws, and requirements governing NSA Monterey, Monterey, CA, and the State of California.

4. Budget:

A. The total funds available for the design and construction of the driving range renovation are $3,941,943.22. Proposals over this amount may not be considered.

5. Special Conditions:

A. This project will be awarded as a "design/build" project. The Design/Build Contractor entity will bear full responsibility for the development of the final facilities’ architectural/engineering designs and the construction of complete and usable facilities. The Design/Build Contractor's architect/engineer shall be "the Architect/Engineer of Record" and, as such, shall bear full responsibility for the design and construction Quality Control.

B. Construction on certain project segments may be authorized prior to completion of design, provided that the Contracting Officer considers that design of the segment of

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Monterey Golf Driving Range Technology construction to be started is sufficient to permit the construction start and all required permits have been obtained.

C. The adjacent streets shall remain open at all times during construction. Short-term closings of one-half of a street for utility trenching will be permitted. Coordinate closings through the COR a minimum of 14 days prior to the required date.

D. Acceptable work hours for construction are Monday – Friday, 7:00 a.m. – 4:30 p.m.

local time, excluding Federal holidays. If the Contractor desires to work outside of acceptable working hours specified herein, or on a Saturday, Sunday or Holiday, he/she shall submit a written application to the Contracting Officer at least 15 calendar days in advance. The Contracting Officer will return their approval or disapproval to the contractor within 7 calendar days.

6. 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 COR.

(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 COR 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 COR 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.

7. Permits:

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A. 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.

B.

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

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

E. 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 COR with PW 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.

F. 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.

C-2. GENERAL INFORMATION

1. It is the intent of this Request for Proposal (RFP) to award a design/build contract which will result in completed 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 design life required for the facility shall be at least 50 years. The selected Offeror's design and construction must meet this intent. Any planned deviation from this intent that is not brought to the attention of the Contracting Officer at the time of offer by separate letter will render the deviation as not a part of the contract and the Contractor shall design and construct to the intent specified above.

2. Definitions: Throughout this RFP, certain terms, abbreviations and acronyms are used. The definitions for these items are as follows:

A. Base: NSA Monterey, CA.

B. User/Using Agency: The MWR activity at the Installation that will be the ultimate user activity when the facilities are completed.

C. UFC: Unified Facilities Criteria D. UFGS: Unified Facilities Guide Specifications

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E. COR: Contracting Officer Representative

3. Correlation and Intent:

A. 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.

B. 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 out 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

1. Validity of Information Provided:

A. Basic information maps and any other data obtained from PW, 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.

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

C. The Contractor shall, at his own expense, provide additional soils investigation and topographic surveys that are necessary to complete the design and/or construct the project. All such site investigation activities shall be coordinated with appropriate Installation personnel through the COR.

2. 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 utility lines may be verified by site investigation or with PW through the Contracting Officer.

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

3. Site Conditions:

A. Topography: The Contractor shall perform a topographical survey to ensure a thorough assessment of the current driving range, including soil testing, and analysis of existing irrigation and drainage systems for an optimal layout.

4. Infrastructure:

A. The Contractor shall retain a local utility locate firm to locate underground utilities at or adjacent to the site prior to applying for a permit.

B. Potable water: Contractor shall verify and design adequate sanitary main capacity for the new facility.

C. Sanitary Sewer Contractor shall verify and design adequate sanitary main capacity for the new facility.

D. Storm Water: The work shall not increase the impervious surface and shall provide a storm water management design to support the facility improvements and adjacent paved areas.

E. The site is to be graded to provide positive drainage away from existing adjacent structures utilizing surface flow, new drainage structures as appropriate, and existing drainage patterns. Sediment and erosion control measures shall be designed to meet all codes and standards.

F. Electricity: Contractor shall provide new step-down transformers to provide power from the existing lines. Transformers shall be sized to provide adequate power distribution to electrical service panels and site lighting. All electrical distribution on the site shall be installed underground, and new line be run to the main distribution lines. A/EOR shall update base electric distribution system SKM model and determine that existing lines are adequate to supply the additional electrical loads.

5. Environmental Issues:

A. Tree Removal: Per the CATEX approximately 8 dying trees will need to be removed but will be replaced with additional trees in the immediate area to help delineate the Hole 9 area from the practice area.

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C-4. DESIGN REQUIREMENTS

1. 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.

2. Codes, Standards, and Permits: The following is a non-exhaustive list of applicable 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 authorities having jurisdiction (AHJ) shall prevail.

Description/Usage: Site Development General Site Development:

UFC 1-200-01 (DoD Building Code Section 1-6 General Building Requirements) UFC 1-200-05N (Facility Planning Criteria for Navy/Marine Corps Shore Installations) UFC 1-200-02 (High Performance And Sustainable Building) UFC 3-201-01 (Civil Engineering) UFC 3-201-02 (Landscape Architecture) UFC 3-210-10 (Low Impact Development) UFC 3-250-01 (Pavement Design for Roads and Parking Areas) UFC 3-250-03 (Standard Practice Manual for Flexible Pavements) UFC 3-250-04 (Standard Practice for Concrete Pavements) UFC 3-250-11 (Soil Stabilization and Modifications for Pavements) UFC 4-750-02N (Outdoor Sports and Recreation Facilities)

Storm Water: In accordance with the Temporary Environmental Controls and State and Federal requirements applicable to the specific site and the AHJ.

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

Sanitary Sewer: Required for the rooms and public areas.

UFC 3-420-01 Plumbing Systems Electrical: Comply with UFGS 26 12 19.00 40 “Pad-Mounted, Liquid-

Filled, Medium-Voltage Transformers,” for NLL, LL, Impedance, etc. (this specification is more strict than the industry standard) UFC 3-530-01 (Design: Interior & Exterior Lighting & Controls) UFC 3-550-01 (Exterior Electrical Power Distribution) National Electrical Code, latest adopted edition

Accessible Design: Uniform Federal Accessibility Standards Architectural Barriers Act (ABA) (http://www.access-board.gov/ada-aba/final.cfm).

Fire Protection: UFC 3-600-01 (Fire Protection Engineering for Facilities

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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.

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.

3. Site Development

A. Grading at Buildings and Structures: The site shall be graded to provide positive drainage away from buildings and structures and to prevent ponding of storm water on the site.

B. Lawn areas shall be graded to drain.

(1) Lawn areas within 10' of buildings or structures: 5%

(2) Lawn areas over 10' from buildings or structures: 15%

(3) Lawn area at manholes, valve boxes, etc.: 25%

C. Pavements and Walks shall be sloped to drain while complying with ABA:

(1) Repair of Existing Pavement: Existing flexible or rigid pavement scheduled to remain in place that is destroyed or temporarily removed during construction shall be replaced in kind by the Contractor.

(2) New paved walks shall be constructed of concrete reinforced with welded wire fabric or polypropylene fibers.

(3) Concrete walks shall be at least 4" thick.

(4) Concrete pavement shall meet or exceed the requirements of State (DOT) standard specifications.

4. Site Utilities

A. 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.

B. 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.

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C. The Contractor shall extend all utilities to serve the new building.

D. Marking Underground Utilities: All underground non-ferrous utilities shall have copper tracer wires installed directly above but not in contact with the pipe and terminated at both ends for connection by utility locator for future location.

E. All utility trenches shall be marked with buried tape 6” to 12" below grade. Tape shall indicate the type of utility.

F. All utility outages and/or road closings shall be coordinated with PW through the COR. 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 COR advance approval.

G. At completion of the work, the Contractor shall provide a record drawing showing all new utility service lines and all existing lines that were relocated, abandoned or removed. Do not construct any building or structure over new or existing utility mains.

H. Services available within 100’ of the site:

(1) Potable Water.

(2) Sanitary Sewer.

(3) Electrical.

(4) Telephone/Computer/Cable TV - lines for computer, Reservation system, POS and cable TV.

(5) Natural Gas.

(6) Fire Protection

I. Utility extensions to the points of connection shall be included in the offerors proposal.

5. Landscaping:

A. Contractor shall prepare and execute a landscaping plan for the project.

B. Landscaping shall utilize existing and native landscape materials that are compatible with the local setting, improve the environmental characteristics of the area and consider the long term costs of maintenance and watering. Design shall utilize low water use species.

C. Lawn:

(1) Install sod at all areas disturbed by construction.

(2) Install sod at all areas adjacent to concrete paving.

(3) Seed the areas outside of the areas above to the project limit line.

6. Building Design:

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A. Building Structural Design

B. Soil Bearing Capacity: Refer to Geotechnical information obtained in other sections of this RFP. Contractor shall verify actual soil bearing capacity for foundation design.

C. Design Calculations: Provide complete design calculations used for the design of all structural elements. Calculations shall be neat, legible, and logically arranged for review.

Submit calculations with the Design Analysis.

7. Building Envelop Design

A. Walls: Exterior walls may be light gauge steel stud framing with batt insulation, and fiber-cement siding and masonry accents. Siding of EIFS, wood, or vinyl is not acceptable.

B. Roof: All roofs shall meet the requirements of the Installation Appearance Plan and shall provide gutters and downspouts.

C. Roof covering shall be UL listed Class A. Roof deck assemblies shall be FM Class 1 approved or UL listed as Fire Classified.

D. Fire retardant treated plywood is not allowed in any part of the roof or roofing system.

E. Floor Slabs: Cast-in-place concrete designed to meet building code requirements over granular fill and vapor barrier as recommended by the Geotechnical Engineer.

F. Prior to pouring slabs and/or footings, treat the soil with a termiticide to prevent termite damage.

G. Ceilings: Provide finish materials for each area in accordance with the Functional Data Sheets.

H. Doors:

(1) Interior doors shall be field finished solid core wood doors in hollow metal frames unless otherwise noted.

(2) All exterior doors shall be insulated, hollow metal steel doors.

(3) All entry doors shall be automatic, aluminum and glass storefront doors.

(4) Hardware: Finish hardware shall be heavy-duty commercial quality units.

(5) Locks: Provide heavy-duty commercial-grade locksets with removable cores.

Provide mortise locksets at exterior doors and cylindrical locksets at other doors. Incorporate locks into the existing master key system for the facility.

Key locks separately and alike as required.

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(6) Panic devices at all required exits and as determined by the authority having jurisdiction (AHJ).

(7) Provide stops and silencers for all doors.

(8) Use non-ferrous metal for hinges at exterior doors, and non-removable pins for all out-swinging, lockable doors.

(9) Finishes and Décor: Provide finish materials in accordance with the

Functional Data Sheets, attached.

(10) Where no specific finishes are indicated, select appropriate materials for appearance, durability and low maintenance.

(11) All interior finishes shall comply with the requirements of UFC 1-200-01

(12) All vinyl wall fabric shall be installed with mold resistant adhesive.

(13) All paint shall be lead and/or cadmium free and have a low VOC. Paint finishes shall be as follows unless otherwise noted:

(14) Interior Walls & Trim: alkyd semi-gloss enamel.

(15) Exterior – Building surfaces: alkyd semi-gloss enamel.

8. Building Systems A. Plumbing

(1) Domestic cold and hot water piping shall be sized in accordance with the International Plumbing Code. No PEX piping is allowed.

(2) Size sanitary waste and vent piping using the fixture unit method in accordance with the International Plumbing Code.

(3) Plumbing Schedule: The plumbing fixtures, according to the UFC 3-420-01 Plumbing Systems, are the minimum acceptable.

(4) Provide one (1) hose bibb for every 100’ on each exterior face of the building.

(5) Accessibility: Locate and arrange all plumbing equipment with easy access for proper maintenance.

B. Electrical:

(1) The Contractor shall provide a complete electrical system for power and lighting at the interior and exterior of the building.

(2) Site lighting for the walks, including security lighting for the building perimeter may be building mounted or pole mounted.

(3) Electrical devices shall be placed to allow convenient connection of all fixtures and equipment.

(4) Outlets shall be located 12" above finished floor to the centerline unless otherwise directed by code.

(5) Light switches shall be located 42" above finished floor to the centerline unless otherwise directed by code.

(6) Provide one 20 amp, 110V weatherproof GFI outlet each in the exterior wall adjacent to the main entrance and rear entrance.

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(7) Panelboards:

(8) Branch circuit protection in power panels shall comply with NEC requirements.

(9) Recessed mounted panel-boards shall have three 3/4" empty conduits stubbed in and terminated above the ceiling in such a manner that circuits may be continued at a future time.

(10) Grounding: All circuits required by NEC to be grounded shall be provided with green wire ground, except for central cabling which shall be provided with an integral grounding conductor.

(11) Provide all empty conduits with pull wires.

C. Lighting:

(1) Provide interior light levels per industry standard.

(2) All lighting shall be Underwriter Laboratory (UL label) approved.

(3) Provide all LED lighting.

(4) Provide 2 FC illumination level at entry and exit doors. Control lighting with an “on by photo-cell” and “off by time clock” operation.

(5) All exterior lighting shall comply with the requirements of the IAP.

D. Fire Protection

(1) Fire Extinguishers: Provide portable fire extinguishers in accordance with

NFPA 10 and UFC 3-600-01 in semi-recessed cabinets.

(2) Locate fire extinguishers no more than 75 feet on center.

(3) Provide non-locking cabinets for all extinguishers. Size cabinets so that hooks are not used.

E. Fire Alarm System:

(1) Install a Fire Alarm system that is compliant with all NFPA requirements and the AHJ.

(2) Fire Alarm Testing

(3) Preliminary Testing: Conduct preliminary tests to ensure that devices and circuits are functioning properly. After preliminary testing is complete, provide a letter certifying that the installation is complete and fully operable.

The letter shall state the alarm initiating and indicating devices were tested in place and functioned properly. The letter shall include the names and titles of the witnesses to the preliminary tests. The Contractor, an authorized representative from each supplier of equipment, and the CQC Fire Protection Engineer shall be in attendance at the preliminary testing to make necessary adjustments.

(4) Request for Formal Inspection Tests: When tests have been completed and corrections made, submit a signed, dated certificate with a request for formal inspection and test to the COR.

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(5) Final Testing: Notify the COR in writing when the system is ready for final acceptance testing. Submit request for test at least 15 calendar days prior to the test date. The Contractor and the authorized systems manufacturer’s technical representative shall be present. The NAVFACSE Fire Protection Engineer shall witness the final acceptance test and approve the systems before they are accepted.

F. Low Voltage:

(1) Telephone, NMCI & Data – Provide wiring for telephone outlets, computer outlets and connection to the existing POS (Point of Sale System), telephone jack, NMCI and data port, wired back to the communications room. Provide a racking system to receive GFGI devices. Provide 3 – 2” conduits (one for each service) with pull string to a point 5 feet outside the building.

(2) Telephone – One jack per occupied room shall be provided. The final location shall be verified by the end user and approved by the contracting officer.

(3) NMCI –One port shall be provided in each office.

(4) Data – Two ports (drops) shall be provided in each office/desk area and one at each point of sale (POS).

Functional Requirements

(5) This paragraph includes descriptions of the basic functional and operational requirements for the facility.

(6) Independent consultation with MWR and the installation concerning the functional requirements is prohibited since evaluation of proposals will be based on requirements stated in the Request for Proposals. Verification of data can be obtained by contacting the Contracting Officer.

(7) The requirements included herein provide general guidance for the overall design features, physical sizes, and operational features desired. The Offeror should develop a design that meets or exceeds these requirements.

G. Site Usage

(1) A construction laydown area and trailer parking area will be determined prior to solicitation. Protect all trees, shrubs and vegetation not required to be removed as a part of construction with temporary fencing.

(2) The construction limits should be indicated on the site drawings.

(3) Site access to/from the facility is from the adjacent parking area.

H. Area Calculations: Gross areas for the buildings are determined by the following:

(1) The enclosed area is listed elsewhere in the RFP and shall not be exceeded without express written approval from the Contracting Officer.

(2) The enclosed area shall be computed according to UFC 3-101-01.

(3) Include on the floor plan all areas and their specific area (square feet).

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C-5. GENERAL CONSTRUCTION REQUIREMENTS

A. 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.

B. Temporary Facilities:

(1) 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.

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

(3) Provide the telephone numbers to the COR and CNIC PM.

C. Water, Gas, Wastewater, and Electricity:

(1) Provide and maintain meters and connections for the temporary use of these utilities. The Contractor will not be charged for use of these utilities.

(2) The use of these utilities is restricted to construction and associated endeavors for this project

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

(4) 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.

(5) The Contractor shall provide temporary transformers or other equipment necessary for the use of temporary utilities during construction.

D. Office and Storage Facilities:

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

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

(3) Provide security for offices, storage areas, and the jobsite.

(4) Coordinate lay-down area with the COR.

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E. 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 adjacent buildings.

F. 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.

G. Vehicle Access and Parking:

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

(2) Provide temporary parking facilities for construction equipment within the designated construction limits.

H. Construction Debris and Trash Disposal: Disposal facilities for trash and construction debris are not available on Base. Dispose of all trash off-Base at the Contractor’s expense.

(1) Open burning of construction materials or debris is not permitted on the construction site or on the Base.

(2) Burying organic material on the site is not permitted.

(3) 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 NSA Monterey.

I. 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, they 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.

(1) Remove dirt and debris resulting from construction operations from all roads daily.

(2) 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.

J. Project Sign: Provide and maintain one project sign at a location approved by the COR. Comply with the sign requirements included the RFP and in accordance with the IAP.

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K. 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 COR and

Contracting Officer in accordance with the contract.

(3) Video Training: Video all training sessions and give to COR and Contracting

Officer as a part of close-out.

END OF SECTION C

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SECTION D

PACKAGING AND MARKING

D-1. MARKING DELIVERABLES (MAR 2025) – Alternate II

D-2. SUBMITTALS (MAR 2025)

D-3. PACKAGING AND PACKING (JUL 2018)

D-1. MARKING DELIVERABLES (MAR 2025) – Alternate II

A. All submittals shall be marked with the project name and contract number. Submittals shall be shipped in complete packages unless authorized in advance by the Contracting Officer.

Unless otherwise specified, all hard copies and other mailed deliverables shall be sent to the address listed below.

Alanna Young, Contracting Officer CNIC, Facilities and Construction Contracting 5720 Integrity Drive, Lassen Bldg. 457 Millington, TN 38055 E-mail: alanna.g.young.naf@us.navy.mil

D-2. SUBMITTALS (2025)

A. General

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. Document Requirements:

a. The Contractor is required to submit the documents in electronic formats (virus free CD/DVD or Upload) and hard copy formats. These documents shall be prepared, organized, and submitted in the following formats, as applicable to the task order. 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. Electronic copies shall be assembled using folder and naming conventions that follow the hard copy submission organization. All documents shall become the property of the NAFI and will not be returned to the Contractor.

b. 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.

c. Supporting documentation shall be clear and legible with a tabulation showing all design loads and conditions. The source of capacities, demands, loading conditions, formulas, and references shall be identified. Assumptions and conclusions shall be explained, and cross referencing shall be clear. When a computer program is used, the program shall be named and described and shall include a flow chart showing how the program reaches solution. This description shall be sufficient to verify the validity of methods, assumptions, theories, and formulas, but shall not include source code documentation which would compromise proprietary programs.

d. All construction drawings and design calculations shall be affixed with the registration stamp (seal) of the professional consultant responsible for the applicable design such

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3. “SPECIFICATIONS”: For all submittals, provide all specification sections in separate files in the current release of editable Microsoft Word (.docx) format. The Cover Sheet and Table of Contents shall also be provided as separate (.docx) files. Specifications shall be in SpecsIntact format unless otherwise specified. Software for SpecsIntact can be downloaded at https://www.wbdg.org/node/1062.

4. “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. Use standard text font “ROMANS” and plot configurations files. The minimum font size on drawings shall be 1/8” when plotted on full size drawings, (24” x 36” or larger). Ensure all x-references are bound to the drawing files.

Should different plot configuration files be necessary for consultants, drawings shall be organized into separate sub-folders and accompanied by appropriate x-references and plot configuration files. For example, a sub-folder named “Electrical” may include all electrical drawings, x-reference files and appropriate plot configuration file for that particular consultant.

Plot configuration files shall be named for the A/E firm preparing the drawings. Drawings shall be half-size sets (not to exceed 11” x 17”) unless otherwise specified. All construction drawings, specifications 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.

5. “SHOP/PLAN/CONCEPT DRAWINGS, BUBBLE DIAGRAMS, PHOTOS”: For all submittals, provide all drawings/diagrams/photos as separate files for each drawing/diagram/photo in PDF format. Shop drawings unless otherwise specified shall include in detail (1) the proposed assembly and fabrication of structural elements and (2) the installation of materials or equipment. Drawings/diagrams/photos shall not to exceed 8 ½” x 11” unless otherwise specified.

6. “OPERATION AND MAINTENANCE (O&M) DATA, SYSTEM

DEMONSTRATION (DEMO)”: For all submittals provide all O&M Data and System Demo in PDF format. The information shall be in 8 1/2” x 11” three-ring binders with durable plastic covers with the words “Operation and Maintenance Manual” 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. The system demonstration events shall be recorded (audio & visual).

7. “COLOR RENDERINGS/PROFESSIONAL PHOTOS”: Provide renderings/photos in PDF or JPEG format (18” x24”) image size without matting or framing.

Unless otherwise authorized by the Contracting Officer, the rendering shall be a professional “hand drawn” or computer colored rendering.

8. “COST ESTIMATE”: Provide cost estimates for all submittals in editable MS Excel (xlsx) file format.

9. “SITE ANALYSIS”: Provide the…