Amendment 0002.pdf

NAVFAC

SPECIFICATIO N

7064317

B289 Replace Pool Liner

Combat Training Pool

MCAS Cherry Point, NC

AMENDMENT #0002

IMPORTANT

This amendment should be acknowledged when your proposal is submitted. Failure to acknowledge the amendment may constitute grounds for rejection of the proposal.

If your proposal has been submitted prior to the receipt of this amendment, acknowledgement should be made by telegram, which should state whether the price contained in your proposal is to remain unchanged, is to be decreased by an amount, or is to be increased by an amount. The acknowledgement must be received prior to proposal opening time.

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

1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

0002 02/08/2021 7064317

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code

CG MCAS Cherry Point

FACILITIES, ROICC

B-163, CURTIS ROAD

PSC BOX 8006

CHERRY POINT, NC 28533

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION

B289 Replace Pool Liner Combat Training Pool

9B. DATED (SEE ITEM 11)

AMENDMENT MUST BE ACKNOWLEDGED WITH YOUR PROPOSAL 10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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. 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 1 copy of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATION CHANGES (such as changes in paying office, appropriation date, 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)

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

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

7064317 B289 Replace Pool Liner Combat Training Pool, Marine Corps Air Station Cherry Point, NC

This amendment is being issued to respond to pre-award RFIs and incorporate revised drawings as indicated on continuation sheet.

The deadline to submit pre-award RFIs remains 11 February 2021 by 0900.

The proposal due date of 23 February 2021 at 1200 local times remains UNCHANGED.

See Attached.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR (Same as Item 8) 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

CONTINUATION SHEET

SECTION 00 01 15 – LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following drawings are revised as of:

NAVFAC DWG NO. TITLE

12825943 REV2 A-501 DETAILS

These revised drawings accompany this Amendment.

Amendment 0002 7064317 - B289 Replace Pool Liner Combat Training Pool

RFI Responses:

1. Drawing A-501, Note 7 states “ Pressure wash surface of existing 3” & 4” pads & coat with an elastomeric concrete coating”. What “pads” are you referring to?

Response: See revised drawings and continuation sheet attached.

Submit Proposals in accordance with RFP, Specifications, Drawings, and all Amendments.

REPAIR NOTES

A1 DIVING BOARD SUPPORT REPAIR DETAIL

A-501

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JAN 15 2021

A3 DIVING BOARD SUPPORT REPAIR DETAIL

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DIVING BOARD ABOVE

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EXISTING 4" CONCRETE PAD

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DIVING BOARD SUPPORT BASE

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DIVING BOARD SUPPORT POSTS TYPICAL (4) PLACES

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EX. 3" CONC. PAD

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EXISTING CRACK

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1. REMOVE LADDER POST AT CRACK. REMOVE LADDER POST AT CRACK. 2. CHIP OUT CONCRETE FROM PAD AT CRACK. CHIP OUT CONCRETE FROM PAD AT CRACK. 3. APPLY CONCRETE BONDING AGENT TO CHIPPED OUT APPLY CONCRETE BONDING AGENT TO CHIPPED OUT SURFACE AND AREA UNDER PAD EXTENSION. 4. DRILL 3/4" HOLES IN FLOOR AND PAD AS SHOWN FOR 3# DRILL 3/4" HOLES IN FLOOR AND PAD AS SHOWN FOR 3# REBAR DOWELS. AFTER PLACING DOWELS FILL SPACE WITH EPOXY GROUT. REINFORCING STEEL SHALL HAVE A STRENGTH OF 60 KSI AND SHALL BE STAINLESS STEEL. 5. POUR SMALL EXTENSION PAD AS SHOWN 3" HIGH TO MATCH POUR SMALL EXTENSION PAD AS SHOWN 3" HIGH TO MATCH EXISTING PAD, CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI AT 28 DAYS. 6. REMOVE EXISTING ANCHOR BOLTS FOR DIVING BOARD REMOVE EXISTING ANCHOR BOLTS FOR DIVING BOARD SUPPORT BASE (1/2" DIAMETER) AND DIVING SUPPORT POSTS (1/4" DIAMETER). PROVIDE STAINLESS STEEL EPOXY ANCHORS. INSTALLED ANCHORS SHALL HAVE A MINIMUM TENSILE CAPACITY OF 3000 LB AND SHEAR CAPACITY OF 4000 LB. 7. PRESSURE WASH SURFACE OF 3" AND 4" EXISTING PRESSURE WASH SURFACE OF 3" AND 4" EXISTING CONCRETE PADS AND COAT WITH AN ELASTOMERIC CONCRETE COATING.

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EXISTING LADDER POST

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DIVING BOARD ABOVE

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SCALE: 1/2"=1'-0"

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DETAILS

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DEPARTMENT OF THE NAVY

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NAVAL FACILITIES ENGINEERING COMMAND

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 07 AUG 2018

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UNCLASSIFIED - FOR OFFICIAL USE ONLY

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UNCLASSIFIED - FOR OFFICIAL USE ONLY

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UNCLASSIFIED - FOR OFFICIAL USE ONLY

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SPEC. NO.

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CONSTR. CONTR. NO.

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SHEET OF

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NAVFAC DRAWING NO.

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STA. PROJ. NO.

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FED NO.

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CODE ID. NO. 80091 SIZE D

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SCALE:

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AS NOTED

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CHIEF ARCH./ ENGR.

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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PROJECT MANAGER

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DATE

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QC

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DESIGN

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REVIEW

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DRAWN

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EFD

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APPROVED

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ACTIVITY - SATISFACTORY TO

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FOR EFD FOR COMMANDER NAVFAC

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DATE

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APPROVED

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SEAL

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DESIGNED & ENGINEERED BY:

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FACILITIES ENGINEERING

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CHERRY POINT, NC

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MCAS CHERRY POINT

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LPF

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HMP

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LPF

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HMP

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HMP

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LPF

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SCALE: 1"=1'-0"

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REVISIONS TO RFI RESPONSE

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8 FEB 21