NAVMWR-26-R-0038-0003.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

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0003 10 JUNE 2026 N26-03 N26-03

N944

CNIC Facilities and Construction Contracting Nika Maldonado, Contracting Officer 5720 Integrity Drive, Lassen Building 457 Millington, TN 38055

NAVMWR-26-R-0038

07 May 2026

BOWLING CENTER AND F&B UPGRADES

NAF EL CENTRO, CA

CONTINUED ON PAGE 2

Nika Maldonado, Contracting Officer

Block 14 Continued:

A. Changes:

1. Section B is deleted in its entirety and replaced with Attachment A.

2. Section C is deleted in its entirety and replaced with Attachment B.

3. 1994 Asbestos Report is incorporated for reference as Attachment C.

B. Clarifications:

Q-1. Please confirm for the new string type pin setters will not be required to adjust the location of the pin setters and that we will receive a waiver for the 36” clearance requirement for electrical panels.

A-1. Not confirmed, contractor shall not assume a waiver will be received for the 36” clearance requirement for electrical panels at this time

Q-2. Is the contract only to provide gravel for the exterior patio space not entire lot?

A-2. Exterior patio space only.

Q-3. Please confirm the required minimum clearance behind the pin setters.

A-3. 36” clearance

Q-4. The Project Goals state that the existing sawtooth ceiling above the lanes is to be replaced. Please confirm that this ceiling is to be replaced with a flat tile ceiling or clarify the required ceiling type and system.

A-4. Acoustic drop-down ceiling. The ceiling is lower in that area and it may restrict the Neoverse system visibility. The ceiling can be moved up to match that entire area ceiling.

Q-5. The Project Goals specify a new “motif” for the ceiling above the bowling seating area. Please confirm the required ceiling type, such as acoustic tile, specialty ceiling system, decorative elements, and provide any applicable design criteria or examples.

A-5. Acoustic drop-down ceiling. Area above the seating is acoustic tile.

Q-6. Please confirm the quantity of shoe storage, number of pairs/lockers or linear feet, that the new check-in desk is required to accommodate.

A-6. We would like to store 50-60 pairs of shoes. The check-in desk could have shoe storage under as well creating more shoe space.

NAVMWR-26-R-0038 BOWLING CENTER AND F&B UPGRADES

NAF EL CENTRO, CA

AMENDMENT 0003 PAGE 2 OF 5

Q-7. Please confirm whether there is a preferred interior color scheme or base design palette that the contractor is required to follow. If yes, please provide the applicable standards or samples.

A-7. We don’t have a preferred interior color however, we would like the contractor to talk to us before painting to select what colors they are recommending.

Q-8. Please confirm whether the Quality Control Manager, Superintendent, and Site Safety

& Health Officer (SSHO) may be the same individual, provided they meet all contract qualification requirements.

A-8. No, the QCM must be separate, SSHO and Super may be the dual hatted.

Q-9. The proposed conceptual design for exterior painting does not appear to comply with the base design guide. Please confirm how the contractor is to proceed and whether the design guide or the conceptual design takes precedence.

A-9. We can follow the base design guide and create exterior signs with colors so that it’s a sign and not part of the building.

Q-10. Please confirm whether hazardous material abatement will be required for this project. If yes or potentially, please provide the most recent hazardous materials survey/report for the building.

A-10. The most recent report we have is attached.

Q-11. Please confirm the required size of the Neoverse type style screen, including height, width, and any resolution or aspect ratio requirements.

A-11. This needs to be provided by the supplier.

Q-12. The contractor requests the most current as-built drawings for the building, including architectural, structural, mechanical, electrical, and plumbing drawings, if available.

A-12. We currently do have as-builts for this building.

Q-13. The contractor requests the 3D model files for the building that were used to create the PDF 3D views included with the solicitation, such as Revit, Navisworks, or other native format.

A-13. We will contact the A&E to try and receive them. However, we request your design option to meet our budget as well.

Q-14. The contractor requests the CAD files used to develop the concept design, including floor plans, reflected ceiling plans, interior elevations, etc., to support detailed design and coordination.

A-14. We will contact the A&E to try and receive them. However, we request your design option to meet our budget as well.

NAVMWR-26-R-0038 BOWLING CENTER AND F&B UPGRADES

AMENDMENT 0003 PAGE 3 OF 5

Q-15. Please confirm that the facility will be fully shut down for the duration of the project and that no public or staff access will be required during construction.

A-15. Confirmed.

Q-16. Please confirm whether the contractor is required to provide bowling balls and shoes as part of this project. If yes, please provide the required quantities, sizes, and any quality/brand requirements.

A-16.

Q-17. Other than the bowling seating identified in the documents, please confirm whether there is any additional furniture or equipment that the contractor is required to provide, such as tables, chairs, bar equipment, shelving, or storage units.

A-17. No additional furniture is required.

Q-18. Please confirm the required distance that the lanes are to be moved toward the bowling seating area, including the dimension from existing to new location and any controlling constraints.

A-18. We believe it is 16 inches. Please verify during site visit for exact dimensions for the required 36” clearance needed.

NAVMWR-26-R-0038 BOWLING CENTER AND F&B UPGRADES

AMENDMENT 0003 PAGE 4 OF 5

Q-19. The drawings indicate a partial demolition of the wall across from the proposed bar location. Please confirm that this wall is not load-bearing or provide structural information/requirements for any required demolition.

A-19. It’s only the mirror area which is about 8-12’. It’s not a load bearing wall.

Q-20. Please confirm the contractor is not responsible for any modification to the subfloor and any modification or repair to the subfloor would be treated as a unforeseen site condition and would require modification.

A-20. Confirmed.

Q-21. Please confirm we are not tying into the existing storm drain system.

A-21. Confirmed.

Q-22. Please confirm we are to provide a camera inspection on the sewer line and if the sewer line is determined inadequate, this will be an unforeseen site condition, and a modification will need to be issued.

A-22. Confirmed.

Q-23. Please confirm we will not be providing any exterior signage other than the sign place on the corner of the lot.

A-23. See Attachment B.

Q-24. Please confirm Required Dialer or radio (Make and Model) for the existing fire alarm system, the number of zones required, and if there is a existing audio take over system that will be required.

A-24. The existing system is a Securton MR2200, it is discontinued, and we request an approved equal option for the system. Requirements for the zone shall be verified by the

Designer of Record and coordinated by the Installation Fire Engineer.

NAVMWR-26-R-0038 BOWLING CENTER AND F&B UPGRADES

AMENDMENT 0003 PAGE 5 OF 5

Attachment A

B-1. PRICE SCHEDULE

CLIN DESCRIPTION LUMP SUM

AMOUNT

CALENDAR

DAYS

01 DESIGN & CONSTRUCTION BASE

PROPOSAL

0001 AA 50% Design $

AB 95% Design $

AC 100% Design $

0002 CONSTRUCTION $

TOTAL BASE PROPOSAL $

OPTION ITEMS

0003 Option 1 – Kitchen Area $

AA Design $

AB Construction $

OPTION 1 TOTAL $

0004 Option 2 - Overall

OPTION 2 TOTAL $

0005 Option 3 – Exterior / Mech.

OPTION 3 TOTAL $

Attachment B

C-1. PROJECT INFORMATION

A. Project Location: The project is located at the Bowling Center (Bldg. 485) on Naval Air Station El Centro, physical address being 2024 Bennett Rd, EL Centro, CA.

1. Project Description: The project includes all design and construction necessary to renovate and modernize the eight (8) lane Bowling Center (Bldg. 485) to include replacement of the existing pinsetter unit with new pinsetter unit to include string bowling, electronic gaming area and food operation described herein; including all demolition, installation, renovation, temporary construction and restoration necessary to produce a complete and useable facility.

2. Project Budget: The total funds available for design and construction of the facility are

$2,300,000. The Offeror shall refer to Section L for additional information regarding pricing.

C-2. SCOPE OF WORK

A. All Work shall be in accordance with the most stringent requirements of the applicable codes, laws and requirements governing Naval Air Station El Centro, City of El Centro, and all other Authorities Having Jurisdiction (AHJ).

B. The Work includes, but not limited to:

1. Site Investigation: The Contractor shall provide all surveys (topographical, geotechnical, vegetative, etc.) and perform all necessary site investigation utility locates (including, but not limited to, sub-surface utility “pot holing”) as required to complete the design and/or construction of the project. All site investigation activities shall be coordinated with appropriate Installation personnel.

2. Site Development and Design: The Contractor shall provide complete architectural, civil, structural, mechanical, electrical, landscape and fire protection designs, required to construct the facility in accordance with all codes, laws and requirements. The Contractor shall refer to Section H for additional information regarding design submittal requirements.

3. This project shall consist of a Base Proposal and three (3) Option Items as follows:

a. BASE PROPOSAL:

i. The Base Proposal includes a minimum of full replacement and installation of the core bowling alley systems and all work required to ensure code compliance.

ii. Demolish and remove all 8 lanes of existing bowling equipment, including pinsetter/pinspotter (or equal) ball returns, gutters, and scoring systems.

iii. Install 8 new synthetic lanes, gutters, and a Hyper-Bowling bumper system, or equal.

iv. Install new string-type pinsetter/pinspotter, or equal, equipment. The equipment shall be USBC compliant equipment.

v. Install a new prefab headwall system attached to the new string equipment.

vi. Install new ball returns, bowling consoles, and monitors for all 8 lanes.

vii. Install a Neoverse, or equal, interactive large digital screen system along the new headwall.

viii. Install a new audio-visual entertainment system with digital screens, lights, and speakers, fully integrated with the bowling equipment.

ix. Construct a new, modernized front service counter and install two (2) self-service customer kiosks for rentals.

x. Move bowling lanes forward as required to provide code-compliant clearance for the electrical panel IAW UFC 1-200-01, Section 302.2.5.

xi. Replace the aged, recessed electrical panel on the west wall of the bowling alley.

xii. Revise and extend branch circuits as needed to support all new equipment specified in the Base Bid.

xiii. Install safety placards at each of the two service entrance mains to indicate the location of the other service, as required by UFC and NEC.

xiv. Replace outdated track lights and non-programmable lane lighting with a new, high-efficiency LED lighting system.

xv. The new system shall be programmable and fully integrated with the entertainment systems. All lighting shall meet UFC 5-530-01 standards.

xvi. Provide and install new bowling area seating furniture.

xvii. Provide and install new ball storage furniture.

xviii. Install a new mini-split air conditioner in the pin setter area. The unit must be appropriately sized to meet the sensible load of the space.

b. OPTION 1 – KITCHEN AREA

i. Demolish the existing service counter.

ii. Construct a new, redesigned service counter that expands into the existing seating area. This new counter must accommodate two (2) Point of Sale (POS) stations, a designated food pickup location, a soda/beverage dispenser, and new ordering monitors.

iii. Reconfigure the kitchen layout to improve circulation, create a larger pizza/food preparation area, and add dedicated storage for pizza boxes.

iv. Provide new electrical and plumbing connections to accommodate the new kitchen layout and equipment. The contractor must verify final mechanical, electrical, and plumbing (MEP) requirements based on the final equipment schedule.

v. Install owner-provided or contractor-procured new kitchen equipment, including a new pizza oven, dishwasher, and reach-in coolers.

vi. Relocate or remove existing personal storage lockers as directed.

vii. Install new quarry tile flooring throughout the entire kitchen area.

viii. Install new, easily cleanable Fiberglass Reinforced Panel (FRP) on all kitchen wall surfaces.

ix. Replace the existing ceiling grid and tiles to match the new kitchen layout.

x. Install new, updated lighting throughout the kitchen.

xi. Remove the existing central booth-style seating to clear space for the new bar.

xii. Construct a new full-service bar with seating for 5-6 patrons. The bar must include a POS station, one bar workstation, and an ice maker.

xiii. Construct a rear bar wall assembly to house an under-counter bottle cooler, a beer tap system with a corresponding kegerator, and a lockable liquor display cabinet.

xiv. Replace the existing double door leading to the rear gaming area with a single man door.

xv. Construct a new banquet-style seating area with two-top tables to replace seating capacity lost to the new bar.

xvi. Install a new window above the banquet seating to provide views from the bar into the bowling lane area.

xvii. Provide new flooring, ceilings, and paint for the entire bar and new seating area.

xviii. Install new lighting designed to complement the bar and seating area's atmosphere.

xix. Perform a camera inspection of all waste lines to verify size, slope, integrity, and identify any blockages. Clear or replace sections of pipe as deemed necessary based on inspection findings.

xx. Replace the existing electric tank-type hot water heater with a new, appropriately sized unit to meet the increased demand from the new kitchen and bar. The new unit shall be sized by the engineer of record.

xxi. Upsize the existing ½" domestic water line originating from the 2" backflow preventer in the cooler/freezer area to meet the new fixture demands of the kitchen and bar.

xxii. Replace the existing urinal in the men's restroom with a new white vitreous china unit with a manual flush valve.

xxiii. Modify existing sanitary waste, vent, and domestic water lines as required to accommodate the new fixture layout in the kitchen and bar areas.

xxiv. Install a new dishwasher in the utility area behind the bar.

xxv. Provide a separate, dedicated ventilation system for the new dishwasher, either via an internal exhaust ducted to the exterior or a standalone exhaust system.

xxvi. Replace the entire kitchen exhaust system. This includes the 23-year-old exhaust hood and fan.

xxvii. The new system shall comply with UFC 3-600-1, be specified for the cooking application, and be equipped with variable speed demand control.

c. OPTION 2 – OVERALL

i. Remove existing wall paneling within the lane area and replace it with a new high-impact gypsum board wall finish.

ii. Install impact-resistant plates at the base of columns to prevent damage from bowling balls.

iii. Demolish and replace the existing ceiling with a new ceiling tile system designed to enhance the bowling experience.

iv. Create a distinct ceiling motif above the bowling lane seating areas to create a visual separation between the lanes and the upper dining area.

v. Replace all existing lighting in the area with a new, updated system that ties into the immersive experience and provides a more aesthetic look.

vi. Demolish the existing customer service desk.

vii. Redesign and construct a new customer service desk that incorporates increased shoe rental storage and provides space for a new private office.

viii. Install new Luxury Vinyl Tile (LVT) flooring on the raised platform.

ix. Repaint all new and existing walls within the bowling lane area.

x. Install new flooring to match or complement the finishes in the café and bowling areas.

xi. Repaint the walls to align with the new facility-wide color scheme.

xii. Create a new outdoor seating area accessible from the existing exit on the west wall.

xiii. Install a new, code-compliant exterior door in the maintenance and storage area to provide proper and safe egress, correcting the currently blocked and non-compliant exit paths.

xiv. In all remaining areas not explicitly mentioned in the scopes above, replace the existing flooring with new material to create a unified look throughout the facility.

xv. In all remaining areas not explicitly mentioned in the scopes above, repaint existing walls and apply new wall finishes as required.

xvi. Replace and/or repaint all existing interior doors and frames within the facility to match the new, updated aesthetic.

xvii. Install a new control system that interlocks the makeup air and exhaust fans to ensure proper system balance. Provide air monitoring and controls for the kitchen.

d. OPTION 3 – EXTERIOR/MECH.

i. Install one (1) new, illuminated ground-mount sign.

ii. Install new, illuminated building-mounted signage. All signage shall tie into the building's updated aesthetic.

iii. Demolish and reroute the sidewalk leading to the cooler/freezer area to prevent street drainage from backing into the building.

iv. Install a new sidewalk ramp near the game room entrance, sloped to divert water away from the building.

v. Install trench drainage systems at the game room and cooler/freezer doors.

vi. Install a new gutter and downspout system on the low side of the cooler/freezer roof, tied into an underground drainage system.

vii. At the exit/egress doors on the north side, construct a new, level concrete stoop.

viii. Install a new, flared ramp from the new stoop that ties into the parking lot elevation and meets ABA standards.

ix. Demolish and remove the existing front entrance half-circle canopy and its support structure.

x. Install a new, smaller canopy to provide coverage at the main entrance.

xi. Develop the exterior area outside the gaming room into a functional outdoor patron space.

xii. Work shall include the installation of hardscape, landscape, fire pits, outdoor games, seating, tables, and shade areas to create an attractive and buffered activity zone.

xiii. Replace the existing 5-ton packaged air conditioner serving the kitchen and dining area. The new unit shall be of a similar capacity and configuration.

xiv. Remove the abandoned, capped supply duct to the pin setter area.

xv. Remove the capped duct that runs through the maintenance/storage room.v

xvi. Remove the abandoned, unused exhaust fan from the roof.

xvii. Remove the disconnected and unused condensing unit from the roof.

4. See Section J-9. Attachment Project Site Assessment shall be for reference to facilitate basis of design criteria.

5. 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 coordinate through the Contracting Officer’s Representative (COR). The Contractor shall protect existing adjacent materials from all damage during the work, by utilizing construction screens and other industry best practices protection methods.

6. Restoration: The Contractor shall repair and/or replace all items impacted and/or damaged by work, to the satisfaction of the Point of Contact (POC). The Contractor shall patch, paint and/or otherwise restore all building materials, including but not limited to, the surrounding areas of the bowling center damaged by work; to the satisfaction of the POC.

7. Inspection: Contractor shall schedule an independent United States Bowling Congress (USBC) certifier to inspect the lanes. Upon completion of the installation the contractor shall provide USBC inspection, USBC league certification, and pay USBC certifier invoice.

8. Warranties: The Contractor shall provide a warranty on all materials/equipment and labor for a period of one (1) year, or longer if standard for materials/equipment, from the date of acceptance by the Contracting Officer. The Contractor shall refer to Section H and I for additional information regarding warranties and extended warranties.

C-3. SITE INFORMAITON

A. Validity of Information Provided:

1. Basic information, maps and any other data obtained from the Public Works Department (PWD), other Government sources, and/or the Non-Appropriated Fund Instrumentality (NAFI) are provided for the Offeror’s convenience and 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.

B. Information Verification:

1. Offerors shall examine the site and determine for themselves the existing conditions and general character of the site and/or facility. Claims for additional costs due to conditions that could have been verified by site investigation are not permitted. The Offeror shall refer to Section L for additional information regarding site visits.

C. Special Conditions:

1. The adjacent streets shall always remain open during construction. Short-term closings of one-half of a street for material handling will be permitted. The Contractor shall coordinate closings through the COR 14 calendar days prior to the required date. Any utility outages affecting adjacent buildings shall be scheduled beyond normal working hours with COR advance approval.

2. The Contractor shall coordinate all utility outages with the PWD through the COR 14 calendar days prior to the required date. Any utility outages affecting adjacent buildings shall be scheduled beyond normal working hours with COR advance approval.

3. Acceptable work hours for construction are Monday – Friday, 700. – 1630 local time, excluding Federal holidays. If the Contractor desires to work outside of regular working hours, or on a Saturday, Sunday or Holiday, the Contractor 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 days of calendar.

4. Base Access: DBIDS Rapid Gate base access. The Contractor is responsible for personnel under their employment, including all subcontracted personnel, and shall ensure all employees are familiar with and obey installation traffic, safety, and security regulations. The Offeror/Contractor shall refer to Section H for additional information regarding Base Access.

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

6. Severe Weather Readiness: 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 and/or the PWD.

a. 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 from lumber in neat piles less than 4 feet high. Remove all debris, trash, or objects that could become missile hazards. Contact the COR for weather and readiness update and completion of required action.

b. 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. Prepare 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.

c. 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: The Contractor shall obtain and pay for all permits required by any and all

AHJs. 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 COR 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 and are fully functional.

8. Base Permits: The Contractor shall obtain all base permits required, including, but not limited to, utility outages, excavations and “heat producing” or “spark generating” work prior to beginning these activities. The Contractor shall coordinate these permits through the COR, PWD and the Base Fire Department. There will be no charge for these permits, however: they can take up to 30 calendar days to obtain and the Contractor shall plan accordingly to avoid delay.

a. The Contractor shall coordinate with the COR 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.

9. Storm Water Permits: The Contractor shall comply with the requirements of the NPDES for all construction activities. If required for this project, the Contractor shall prepare the application for an NPDES (National Pollution Discharge Elimination System) permit for the project including a Storm Water Pollution Prevention Plan (SWPPP) in compliance with the local Water Management District.

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, electrical, landscape and fire protection systems in accordance with the requirements and parameters established in this Request for Proposal (RFP).

B. The Contractor shall engage a registered Architect/Engineer to oversee the design and construction work.

C. Codes, Standards, and Regulations:

1. References to standard specifications of any technical society, organization, or association, or to codes, manuals, or regulations of Federal, State, or local, authorities shall mean the latest standard, code, manual, regulation, specification, or tentative specification adopted and published at least 30 calendar days prior to submittal of proposals, unless specifically stated otherwise.

2. Following, are applicable, but not necessarily all-inclusive, codes, standards, and regulations related to the development of this project. Under circumstances where applicable codes or standards conflict, the most stringent shall apply. The latest code, standard and regulation with the latest change date as adopted by the AHJ shall prevail.

Description / Usage: Codes / Standards:

General Site Development: UFC 1-300: Series (Civil/Geotechnical/Landscape)

UFC 4-750-02N (Outdoor Sports and Recreation Facilities) UFC 1-200-01 (General Building Requirements) UFC 3-250-01 (Pavement Design for Roads and Parking Areas) UFC 3-250-04 (Standard Practice for Concrete Pavements)

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

Sanitary Sewer: Required for each pad site, public areas, and existing buildings as required.

Natural Gas: UFC 3-430-05, Natural Gas and Liquefied Petroleum Gas (LPG) Distribution Pipelines

Electrical: UFC 3-530-01 (Design: Interior & Exterior Lighting and Controls) UFC 3-550-01 (Exterior Electrical Power Distribution) National Electrical Code, latest adopted edition National Electrical Code, latest adopted edition NAVFAC SW Primary Underground Distribution Systems Guidance

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. A licensed fire protection engineer is required. 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 Southwest Fire Protection Engineer prior to construction.

Final occupancy only after NAVFAC Fire Protection Engineering (FPE) and Base Fire Department inspection and approval.

Accessible Design: Architectural Barriers Act (ABA) Safety OSHA (Occupational Safety and Health Act) Standards

US Army Corps of Engineers’ SAFETY AND HEALTH

REQUIREMENTS MANUAL, EM 385-1-1

D. Site and Service Utilities:

1. The Contractor shall determine that all of the existing service utilities are of sufficient capacity to accommodate all the design loads for this total facility. Should the Contractor determine that one or more of the existing service utilities are not adequate to accommodate the design loads for this total facility, then the Contractor 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 these RFPs with the most stringent criteria governing.

C-5. CONSTRUCTION REQUIREMENTS

A. The Contractor shall retain a local utility locate firm to locate and surface mark all underground utilities within the project area, including any adjacent areas as required, prior to applying for a permit.

C-6. GENERAL INFORMATION

A. Intent: It is the intent of this 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 20 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 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.

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

The definitions for selecting items are as follows:

1. Base/Installation: NAF El Centro, El Centro, CA.

2. UFC: Unified Facilities Criteria

3. UFGS: Unified Facilities Guide Specifications

4. User/Using Agency: The MWR activity at the Installation that will be the ultimate user activity when the project is completed.

5. Technical Organizations and Regulatory Agencies: Throughout this RFP, certain acronyms and/ or abbreviations are used to refer to various technical and regulatory organizations. These acronyms and abbreviations are defined to mean the listed organization or agency and are provided for the Offeror’s/Contractor's convenience. A list of these acronyms and abbreviations is available at the following website:

http://www.wbdg.org/references/industryorgs.php.

D. All questions regarding the design, coordination, or interpretation of RFP requirements during the proposal phase shall be directed in writing to the Contracting Officer prior to submitting an offer.

E. Except where indicated, the Offeror/Contractor has the option of selecting all materials, systems, and equipment for use in the project. The technical requirements included in these Outline Specifications establish the minimum acceptable standards for the various products that may be used in the project. The Offeror/Contractor shall refer to Section H for additional information regarding products and substitutions.

END OF SECTION C

Attachment C