Amendment 0001.pdf

NAVFAC

SPECIFICATION

7149424

B150 Provide Four Canopies

DLA Cherry Point, NC

AMENDMENT #0001

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 3

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

0001 11/08/2021 7149424

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

CG MCAS Cherry Point

FACILITIES, ROICC

B-87, ROOSEVELT BLVD

PSC BOX 8006

CHERRY POINT, NC 28533

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

B150 Provide Four Canopies

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.)

7149424 B150 Provide Four Canopies, DLA, Marine Corps Air Station Cherry Point, NC

This amendment is being issued to respond to pre-award RFI and provide revised drawing (12846056).

The deadline to submit pre-award RFIs of 11 November 2021 @ 0900 remains UNCHANGED.

The proposal due date of 22 November 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

1.2 CONTRACT DRAWINGS

The following design files are revised as of 11/5/21:

NAVFAC DWG NO. 12846056 TITLE: General Notes

This revised drawing accompanies this Amendment.

Amendment 0001 7149424 B150 Provide Four Canopies

RFI Responses:

1. In as much as the existing canopies are being removed in their entirety and replaced with metal canopies of the same relative size; is there really a need for the fire sprinkler specification to call for Fire Protection Company to treat this as a full blown QFPE design project since the heads and piping are going to be duplicated to match the existing and be installed in the same relative locations. Will a NICET III or IV signature on shop drawings and submittal data be adequate for this small dry pipe fire protection project?

Response:

Submit Proposals in accordance with RFP, Specifications, Drawings, and all Amendments. Provided is revised NAVFAC Drawing No. 12846056 Rev. 1 dated 11/5/21.

PROJECT NOTES

1. STRUCTURAL STEEL SHALL COMPLY WITH THE FOURTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL

3. UNLESS NOTED, WELD ALL SHOP CONNECTIONS AND BOLT ALL FIELD CONNECTIONS.

4. WELDING MUST COMPLY WITH THE "STRUCTURAL WELDING CODE - STEEL" (AWS D1.1), WELD ELECTRODES SHALL BE E70.

(AISC 360-10) "STEEL CONSTRUCTION MANUAL".

GENERAL NOTES

1. CONSTRUCTION OPERATIONS SHALL BE IN COMPLIANCE WITH ALL STATE AND FEDERAL REGULATIONS AS SPECIFIED.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT THE WORK.

4. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE, AND CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE

AT ALL TIMES.

BY THE CONTRACTOR SHALL BE REPLACED BY A NC LICENSED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.

2. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDA, AND APPROVED PERMITS ON THE SITE

5. CONTRACTOR SHALL PROVIDE MEASURES AS NECESSARY DURING CONTRUCTION FOR EROSION AND SEDIMENTATION CONTROL, PER THE

NCDEQ EROSION & SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.

6. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, AND ALL OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY

PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR SHALL BE RESTORED OR REPLACED BY THE CONTRACTOR

TO MEET THE APPROVAL OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. UTILITY LOCATIONS:

THE UNDERGROUND UTILITIES SHOWN ARE BASED ON INFORMATION FROM THE GEOFIDELIS PROGRAM. ALTHOUGH EVERY EFFORT HAS BEEN

MADE TO ENSURE THE ACCURACY OF THE INFORMATION, ERRORS AND CONDITIONS ORIGINATING FROM PHYSICAL SOURCES TO DEVELOP THE

DATABASE, MAY BE REFLECTED IN THE DATA PROVIDED.

ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE DRAWINGS AND LOCATION OF EXISTING UTILITIES (VERTICALLY AND HORIZONTALLY) ARE

SHOWN IN APPROXIMATE MANNER ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND COORDINATE

CHANGES TO UTILITIES IF NEEDED, WITH THE CONTRACTING OFFICER.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES REQUIRED DURING INSTALLATION OF NEW WORK. NO ADDITIONAL

PAYMENT WILL BE MADE FOR THE RELOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH UTILITY RELOCATION.

9. WATER AND GROUND ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE.

10. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS SOIL OFF OF GOVERNMENT PROPERTY.

11. BURNING AT THE SITE IS NOT PERMITTED AT ANY TIME.

12. CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE THE LIMITS OF WORK DUE TO CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL REPAIR ALL SITE ELEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION.

13. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION.

14. CONTRACTOR SHALL MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD.

15. ALL DEBRIS HAULING TRUCKS SHALL FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE SITE.

16. CONTRACTOR SHALL ESTABLISH LAYDOWN AREA IN COORDINATION WITH THE CONTRACTING OFFICER.

17. CONTRACTOR SHALL PROVIDE FENCING, BARRICADES, OR OTHER PROTECTIVE DEVICES TO MAINTAIN A SECURE WORK AREA AT ALL TIMES.

18. WETLAND AND RIPARIAN BUFFER AREAS EXIST ON THE ADJACENT SHORELINE AREAS. THESE AREAS SHALL NOT BE DISTURBED IN ANY MANNER.

19. THE CONTRACTOR SHALL MANAGE AND CONTROL ACTIVITIES TO MINIMIZE INTERFERENCE WITH ANY DAMAGE TO FISH AND WILDLIFE.

20. CONSTRUCTION SHALL ADHERE TO THE LATEST OSHA REGULATIONS.

21. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIAL, AND NOTIFY CONTRACTING OFFICER IF A DISCREPANCY IS DISCOVERED.

PROJECT WORK ACTIVITIES

1. DEMO OF FOUR EXISTING WOOD CANTILEVER CANOPIES.

3. PROVIDE STEEL SUPPORT FRAME FOR CANOPY.

4.PROVIDE METAL ROOFING PANELS OVER PURLINS ON STEEL FRAME (1104 SF).

2. DEMO OF EXISTING FIRE PROTECTION PIPING UNDER CANOPY.

2. STRUCTURAL STEEL MUST BE NEW, CLEAN, STRAIGHT AND CONFORM TO THE FOLLOWING:

A. STEEL W AND C SHAPES - ASTM A992, GRADE 50.

5. HIGH STRENGTH BOLTS SHALL BE TIGHTENED SNUG TIGHT.

6. ALL STEEL AND BOLTS SHALL BE HOT DIPPED GALVANIZED.

B. HSS TUBE SHAPES - ASTM A500, GRADE B.

C. HIGH STRENGTH BOLTS - ASTM A325.

7. ROOFING PANELS SHALL BE STANDING SEAM STEEL ROOF PANELS MADE UP OF 24 GUAGE STEEL, 36" COVERAGE. THE COLOR OF THE PANELS SHALL BE SLATE GRAY.

PANELS SHALL PROVIDE UL 790 FIRE RESISTANCE CLASS A, UL 2218 IMPACT RESISTANCE CLASS 4, UL 580 UPLIFT RESISTANCE CLASS 90.

FOR INSTALLATION INTO THE STEEL CHANNELS, USE #12 X 1" MIN. SELF DRILLING SCREWS WITH WASHER SEAL SUPPLIED BY PANEL MANUFACTURER.

INSTALL #14 X 7/8" LAP SCREWS WITH WASHER SEALS SUPPLIED BY PANEL MANUFACTURER AT PANEL OVERLAPS.

8. CONCRETE EPOXY ANCHORS SHALL BE GALVANIZED 1/2" DIA.WITH A 3" MINIMUM EMBEDMENT IN THE CONCRETE SUBSTRATE

ACCORDING TO MANUFACTURER INSTRUCTIONS.

9. MINIMUM SHEAR CAPACITY OF EPOXY ANCHORS SHALL BE 4000 LB AND MINIMUM TENSILE CAPACITY SHALL BE 3000 LB.

5. PROVIDE FIRE DELUGE PIPING CONNECTED TO BLDG SYSTEM UNDER EACH OF THE 4 CANOPIES.

10. FIRE DELUGE PIPING WITH NOZZLES SHALL BE INSTALLED IN LIKE ARRANGEMENT AS THE PIPING THAT WAS REMOVED AS PART OF THIS PROJECT.

11. THE REFERENCE SPECIFICATION SECTION IS 21 13 16 DRY PIPE SPRINKLER SYSTEMS, FIRE PROTECTION FOR THE DELUGE SYSTEM UNDER EACH CANOPY..

ROOFING PANELS SHALL HAVE A FACTORY APPLIED KYNAR FINISH.

12. NICET LEVEL IV IS SUFFICIENT FOR THIS SCOPE OF WORK, THEREFORE A NICET IV SIGNATURE ON SHOP DRAWINGS AND SUBMITTAL DATA IS ADEQUATE.

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ABBREVIATIONS

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7149424

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MARINE CORPS AIR STATION, CHERRY POINT, N.C.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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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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NAVFAC NUMBER

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MAXIMO WO:

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CODE ID. NO. 80091 SIZE D

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SCALE:

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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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DESIGNED & ENGINEERED BY:

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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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SYM.

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DESCRIPTION

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DATE

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APPR

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MCAS CHERRY POINT DM&EB

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A/E'S USE THIS SPACE FOR YOUR ADDRESS INFO.

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MS

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7149424 REPLACE FOUR WAREHOUSE CANOPIES

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MCAS CHERRY POINT

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BUILDING 150

AutoCAD SHX Text EX. EDGE OF WATER (APPROXIMATE) EX. CHAINLINK FENCE EX. WATER PIPE EX. UNDERGROUND ELECTRIC EX. OVERHEAD ELECTRIC EX. ELECTRICAL POLE EX. WETLAND EX. COMM. DUCT BANK COMM. DUCT BANK EX. SEWER LINESEWER LINE

AutoCAD SHX Text BLVD BOULEVARD BOULEVARD BMP BEST MANAGEMENT PRACTICE BEST MANAGEMENT PRACTICE DIA DIAMETER DIAMETER E&SC EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL EAD ENVIRONMENTAL AFFAIRS DEPARTMENT ENVIRONMENTAL AFFAIRS DEPARTMENT EX EXISTING EXISTING GALV GALVANIZED GALVANIZED LN LANE LANE MAX MAXIMUM MAXIMUM MIN MINIMUM MINIMUM NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RD ROAD ROAD TYP TYPICAL TYPICAL W/ WITHWITH

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EX. STORM DRAIN