Sol_140P1120Q0045.pdf

SEE ADDENDUMIS CHECKED

CODE 18a. PAYMENT WILL BE MADE BY

CODE

FACILITYCODE

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS IN OFFER

OFFEROR

PHF

Harpers Ferry WV 25425 IDC Building 67 Mather Place NPS, HFC - Acquisition Management

0009060803 CODE 16. ADMINISTERED BYCODE

X

X

X

339950

SIZE STANDARD:

100.00 % FOR:SET ASIDE:UNRESTRICTED ORPHF

RFPIFB

10. THIS ACQUISITION ISCODE

RFQ

14. METHOD OF SOLICITATION

13b. RATING

NAICS:

SMALL BUSINESS

08/13/2020 1000 ET

07/10/2020

304 535-6227Shelia Bender (No collect calls)

INFORMATION CALL:

FOR SOLICITATION 8. OFFER DUE DATE/LOCAL TIMEb. TELEPHONE NUMBER a. NAME

4. ORDER NUMBER3. AWARD/ 6. SOLICITATION

140P1120Q0045

5. SOLICITATION NUMBER

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS 1. REQUISITION NUMBER PAGE OF

1 87 0040496005OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

TELEPHONE NO.

17a. CONTRACTOR/

Harpers Ferry WV 25425 IDC Building, 67 Mather Place NPS, Harpers Ferry Center

15. DELIVER TO

Harpers Ferry WV 25425 IDC Building 67 Mather Place

9. ISSUED BY

7.

2. CONTRACT NO.

EFFECTIVE DATE

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK BELOW

ISSUE DATE

DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

11.

SEE SCHEDULEX

12. DISCOUNT TERMS

THIS CONTRACT IS A

RATED ORDER UNDER

DPAS (15 CFR 700)

13a.

SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

HUBZONE SMALL

BUSINESS

8(A)

NPS, HFC - Acquisition Management

WOMEN-OWNED SMALL BUSINESS

(WOSB) ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Channel Islands National Park Sign Fabrication

The contractor shall provide all services including labor, materials, equipment, facilities, and travel necessary to fabricate signage for Channel Islands National Park on Santa Cruz Island. All work shall be completed in accordance with the attached Scope of Work, consisting of eighty-four (84) pages.

(Use Reverse and/or Attach Additional Sheets as Necessary)

HEREIN, IS ACCEPTED AS TO ITEMS:

X

XX

DATED

Shelia Bender

. YOUR OFFER ON SOLICITATION (BLOCK 5),

INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE SET FORTH

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND DELIVER

ARE

ARE

31c. DATE SIGNED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA

31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print)

ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY ADDITIONAL

SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1, 52.212-4. FAR 52.212-3 AND 52.212-5 ARE ATTACHED. ADDENDA

26. TOTAL AWARD AMOUNT (For Govt. Use Only)

OFFER

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA - FAR (48 CFR) 53.212

ARE NOT ATTACHED.

ARE NOT ATTACHED.

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

30b. NAME AND TITLE OF SIGNER (Type or print)

30a. SIGNATURE OF OFFEROR/CONTRACTOR

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

25. ACCOUNTING AND APPROPRIATION DATA

29. AWARD OF CONTRACT:

REF.

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32c. DATE 32b. SIGNATURE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED:

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

40. PAID BY39. S/R VOUCHER NUMBER38. S/R ACCOUNT NUMBER

37. CHECK NUMBER

FINALPARTIAL

36. PAYMENT

FINALPARTIAL

35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER33. SHIP NUMBER

COMPLETE

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

42d. TOTAL CONTAINERS42c. DATE REC'D (YY/MM/DD)

42b. RECEIVED AT (Location)

42a. RECEIVED BY (Print)

41c. DATE41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

STANDARD FORM 1449 (REV. 2/2012) BACK

24.

AMOUNT

23.

UNIT PRICE

22.

UNIT

21.

QUANTITY

20.

SCHEDULE OF SUPPLIES/SERVICES

19.

ITEM NO.

Legacy Doc #: NPS

Delivery: 11/30/2021

00010 CHIS Sign Fabrication

Product/Service Code: M1PB

Product/Service Description: OPERATION OF EXHIBIT

DESIGN (NON-BUILDING)

Period of Performance: 09/30/2020 to 11/30/2021

00020 CHIS Sign Fabrication

Product/Service Code: M1PB

Product/Service Description: OPERATION OF EXHIBIT

DESIGN (NON-BUILDING)

Period of Performance: 09/30/2020 to 11/30/2021

32f. TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT REPRESENTATIVE

87 2 of

Solicitation Number 140P1120Q0045

SCOPE OF WORK

SIGN FABRICATION – SANTA CRUZ ISLAND

CHANNEL ISLANDS NATIONAL PARK

I. BACKGROUND AND PURPOSE

Channel Islands National Park encompasses five remarkable islands and their ocean environment, preserving and protecting a wealth of natural and cultural resources. Isolation over thousands of years has created unique animals, plants, and archeological resources found nowhere else on Earth and helped preserve a place where visitors can experience coastal southern California as it once was.

Channel Islands National Park (CHIS) has been working on replacing all signage in the Park. A master sign plan was designed and completed in 2019 to replace identity and wayfinding signage on Anacapa Island. Signs for Anacapa are being fabricated in 2020. A master sign plan was designed and completed in 2020 to replace identity and wayfinding signs on Santa Cruz Island in 2021.

The purpose of this contract is to provide the fabrication of signs for Channel Islands National Park on Santa Cruz off the coast of Ventura, CA.

II. SCOPE AND OBJECTIVES

The project shall be the fabrication and delivery of new signs for Channel Islands National Park. The project includes coordination with the Contracting Officer’s Representative (COR) and Park staff.

The contractor shall provide all services including labor, materials, equipment, facilities, and travel necessary to fabricate and deliver signage to the site in accordance with the specifications as detailed in this contract and its attachments.

A. Order of Precedence

All work under this contract shall be in accordance with the following order of precedence:

1. Attachment A, Santa Cruz Island Sign Drawings;

2. Attachment B, Santa Cruz Island Sign Fabrication Details;

3. Statement of Work, Sign Fabrication – Santa Cruz Island, Channel Islands

National Park.

B. General Requirements

1. Project Management

The Project Manager shall schedule, coordinate, oversee, and manage work produced under this contract.

The Project Manager shall be the single point of contact between the contractor and the NPS Contracting Officer’s Representative (COR). The Project Manager shall be in contact with the COR on no less than a weekly basis.

In addition, the Project Manager shall perform the following work:

a. Quality Control

Provide quality control to ensure that all elements of project work meet the requirements of the contract specifications. Provide routine inspections of shop-fabricated work and subcontracted work. Ensure that all work not acceptable or compliant with the specifications is corrected prior to inspection or review by the COR.

b. Schedule

The contractor shall prepare an overall project schedule including milestone dates for all submittals, fabrication, and submit this schedule to the NPS COR for approval. The contractor shall track all work progress to ensure that the project is completed according to the schedule. The contractor shall coordinate and confirm the dates for all work with the COR. The contractor shall notify the COR in advance, in writing, when work shall not be completed by the dates in this contract and provide an updated schedule for completion.

c. Meetings

The project manager shall be present at all project meetings. The contractor shall coordinate with the COR to schedule the following meetings:

1) Post Award Teleconference

The Project Manager, COR, and park staff shall attend the Post Award Teleconference. The agenda for this meeting includes the following:

a) General project review;

b) Review of design intent drawings;

c) Review of project schedule

2) Digital Shop Inspection

Prior to packing and shipping all signs and components, the contractor shall provide the COR with digital photographs of all the fabricated signs for review. Photographs shall be provided to the COR digitally via email or FTP site. The photographic reference shall include a full front view, side view, and rear view. Detail views shall also include details of sign back, corners, mounting hardware and paint. Each set of photographs for each sign shall be labeled according to the sign’s drawing number as shown in Attachment A Santa Cruz Island Sign Drawings.

d. Design-Intent Drawing File Review

The Project Manager shall receive design-intent drawing files and inspect them to ensure that the quality is suitable for use in fabrication of all signs. The Project Manager shall notify the COR immediately if design-intent drawings are not received in sufficient time to meet critical milestones, if damaged, or when use of the material would result in an unsatisfactory product.

e. Submittals

Coordinate all contractor and subcontractor submittals and review them for legibility, accuracy, completeness, and compliance with contract requirements prior to submitting to the COR for distribution.

Forward all submittals to the COR for distribution, review and approval. Receive all reviewed submittals and take appropriate action according to the approval or rejection by the COR.

1) Approved Submittals

Ensure that all changes, revisions, or additions are noted, and shop drawings and instructions are revised, updated, and forwarded to the COR.

2) Rejected Submittals

When submittals are rejected, the COR shall notify the Project Manager, in writing, identifying the reasons for rejection. The Project Manager shall revise and/or correct and resubmit, identifying changes.

2. Shop Drawings

The contractor shall provide shop drawings for review and approval by the COR. Shop drawings shall be in accordance with the design-intent drawings provided in Attachment A, Santa Cruz Island Sign Drawings, and Attachment B, Santa Cruz Island Sign Fabrication Details, and shall describe in detail the techniques and methods for building signs and sign components. In the design–intent drawings there are structures which require the contractor to finish detailing and engineering. The contractor shall provide a fabrication and hardware design solution, which shall fulfill the required function while honoring the appearance of the sign drawings.

The shop drawings shall be submitted electronically to the COR via email.

Shop drawings shall be approved via PDF electronic stamp approval and shall include embedded notes for requested changes and additions. Shop drawings shall not be stamped final by the COR until all fabrication issues have been resolved.

As specified, the contractor shall prepare and submit revised shop drawings incorporating all corrections or revisions required by the COR. Each revision shall be marked with a revision number and a date.

Before any alteration to the NPS standards for fabrication the contractor shall submit proposed changes, in writing to the COR for approval. The proposed changes which shall include at a minimum drawing, specifications, and/or product cut sheets.

The contractor shall prepare the shop drawings so they can be printed at 11” x 17” or 8.5” x 11” and remain clear and legible. Each drawing shall be identified with the park name, contractor’s name, sign project number, drawing number, sheet number, and date of submittal. The drawing number shall correspond with the sign drawing numbers supplied in the Attachments. The shop drawings shall include elevations, plan views, and sections; isometric, axonometric, three-dimensional, or other views to help describe the fabrication method; details on connections of materials;

material descriptions; hardware; complete dimensions; paint and finish descriptions; footer details; engineering and specifications.

Additionally, the shop drawings shall include the following:

a. Details and Dimensions

The contractor shall include all sign dimensions, quantities, panel layouts, materials, hardware, instructions, finishes, manufacturer's name and associated color, and any other detail associated with the fabrication of the signs.

b. Identified and Numbered Signage Elements

The contractor shall prepare shop drawings in accordance with original design-intent drawings provided in Attachment A, Santa Cruz Island Sign Drawings. Shop drawings shall reference the identified and numbered signage elements in the design-intent drawings.

c. Sign Panel Design and Layout

The contractor shall include all sign panel designs and layouts in the shop drawings. Sign panel drawings furnished in Attachment A, Santa Cruz Island Sign Drawings, are shown in scale and note the dimensions of the full-size panel art. The contractor shall scale panel art to full size for fabrication. Shop drawings must show the locations of all mounting holes. Mounting holes and hardware may not interfere with panel graphics.

d. Catalog Cuts

List brand names of off-the-shelf products purchased for use in the sign structures or panels, and include the name, address, telephone number, and website address, if applicable. Provide legible machine copies of catalog cuts for all products listed.

e. Fonts

Unless instructed otherwise, or per the supplied sign design drawings, the contractor shall only use NPS approved fonts including NPS Rawlinson, NPS Roadway, Frutiger, and Clearview.

All shop drawings illustrating sign panels and supplied for review and approval shall utilize the correct NPS fonts. NPS Rawlinson and Roadway fonts are owned by the National Park Service and will be made available for digital download to fabricators. The contractor shall provide Frutiger and Clearview, when specified for NPS signs.

The contractor shall be responsible for meeting all software licensing requirements of the font copyright owner. The requirement to provide font licenses is waived when the fonts and licenses are specified as government furnished.

f. Sign Base Drawings

As required the contractor shall provide drawings for all sign structures. A structural engineer licensed to practice in the state of California shall design, stamp, and approve all structural unit construction and structural components requiring connection of sign units to bases, posts, and other support. And specifically, an engineer will work from Attachment B, Santa Cruz Island Sign Fabrication Details and the parameters described therein to design post structures for Trail Directional Signs with the ability to stand upright without failure. The engineer shall design structural connections in accordance with the Park’s specific site and weather conditions including but not limited to wind loading and design specific to location and ground condition.

3. Samples

The contractor shall provide samples for all materials, colors, and finishes specified for the signs and ship to the COR for approval, unless otherwise specified before fabrication. Required samples include the following:

a. Western Red Cedar Panel Sample

The contractor shall fabricate a western red cedar panel sample and follow the same fabrication techniques as the western red cedar panels in this project. Sample shall show all paint color and both V and Flat routing techniques.

b. NPS Arrowhead Sample

The contractor shall provide a partial or half size NPS Arrowhead logo sample fabricated using the same technique as the final facility identity signage.

c. Weathering Steel Trail Direction Sample

The contractor shall fabricate a sample of .075 weathering steel trail direction with laser cut graphics and text with welded weathering steel backer with mounting holes and hardware sample using the template provided in Attachment A, Santa Cruz Island Sign Drawings. The sample shall be 14” x 3” x .15” and shall be fabricated using the same technique as the final weathering steel Trail Direction signs.

d. Direct-Imaged, Powder-Coated Aluminum Panel

The contractor shall fabricate a VIS panel sample using the template Attachment A, Santa Cruz Island Sign Drawings. The sample shall be 4" x 5" x 0.08” and follow the same fabrication techniques as the final VIS signage.

4. Sign Fabrication

The contractor shall fabricate all signs and supporting components to achieve a lasting durability in an exterior, high traffic environment. Sign materials used in fabrication shall provide for ease of maintenance and vandal resistance.

The contractor shall provide engineering to ensure all signs, sign structures, panels, bases, footers, connection hardware, and support components are designed to meet all state and local requirements. All materials shall be new and of first quality. Materials shall meet or exceed the standards and specifications herein or by reference. Factory seconds shall not be accepted.

All materials shall comply with this specification or approved equal.

Fit and finish of all signs shall meet or exceed industry standards for architectural grade sign fabrication. All components shall be cut square and true, and pre-assembled prior to painting to ensure all parts fit together. All sign panels shall be cut square and all edges cleaned and finished, free of sharp and rough edges, burrs, and other surface imperfections. All exposed weld joints shall be clean and ground smooth. Weld slag shall be ground clean and removed from exposed metal surfaces.

All metal surfaces, structural metal components, sign structures, routed wood signs and sign panels, panel backs and edges, excluding signs fabricated from weathering steel, shall be primed and painted in accordance with the paint manufacturer’s specific recommendations.

The contractor shall fabricate the following signs and sign structures as shown in Attachment A, Santa Cruz Island Sign Drawings per the requirements in Attachment B, Santa Cruz Island Fabrication Details:

DRAWING

NUMBER QTY DESCRIPTION

IS-22.0 1 Island Identity - Single sided western red cedar panel with routed graphics, solid coat stain finish, w/ 20" routed full color arrowhead, with 8" x 6" weathering steel double post assembly. 82" x 32" panel

IS-18.1 3 Warning- Direct-Imaged, Powder- Coated .080” Aluminum panel, reverse side white, with mounting holes as shown and hardware, to be mounted on wood pier railing. 18" x 12" Panel

IS-18.2 3 Warning- Direct-Imaged, Powder-side white, with mounting holes as shown and hardware, to be mounted on wood pier railing. 18" x 12" Panel

IS-19.0 20 Regulation - Direct-Image, Powder- Coated 0.080" Aluminum panel, with VHB tape for mounting. 11" x 7" Panel

IS-24

IS-37

40 Warning - Direct-Imaged, Powder- Coated .080” Aluminum panel, reverse side PMS 1615, with mounting holes as shown and hardware.12" x 8" Panel

IS-24

IS-37

20 Predrilled 2”x2” x .0625” weathering steel hollow post w/ pointed end & flat solid top to be hammered into the ground. 70" length.

IS-39 30 Warning - Weathering Steel Trail post, 2" x 2"x .0625" predrilled hollow post w/ pointed end & flat solid top to be hammered into the ground. 54" length.

And .080” Anodized Aluminum panel with multiple color graphics and text, reverse side PMS 1615, with mounting holes & hardware. UV resistant. 12" x 8" Panel

IS-40 15 Warning - Direct-Imaged, Powder-side PMS 1615, mounting holes as shown, & hardware to be mounted on post. 12" x 8" Panel. Predrilled 2”x 2” x .0625” weathering steel hollow post w/ pointed end & flat solid top to be hammered into the ground. Post length 54"

IS-65 2 Warning - Direct-Imaged, Powder-side PMS 1615, mounting holes as shown, & hardware to be mounted on post. 12" x 8" Panel, Predrilled 2”x 2” x .0625” weathering steel hollow post w/ pointed end & flat solid top to be hammered into the ground. Post length 54"

IS-36 10 Regulation - Direct-Imaged, Powder- Coated .080” Aluminum panel, attach to storage containers with double sided VHB tape. 18" x 18" Panel

IS-36.1 10 Regulation - Direct-Imaged, Powder-

VHB tape. 13" x 12.5" Panel

IS-36.2 15 VIS - Vinyl Sticker, Outdoor-grade, white text on transparent background. 4" x 2" sicker

IS-38.1

IS-44.1

2 Campground 1 - 4" x 6"x .075" weathering steel panel with laser cut graphics and text welded to single piece of .125” weathering steel trailside

IS-38.2

IS-44.2

2 Campground 2 - 4" x 6"x .075" weathering steel panel with laser cut

IS-38.3

IS-44.3

2 Campground 3 - 4" x 6"x .075" weathering steel panel with laser cut

IS-38.4

IS-44.4

2 Campground 4 - 4" x 6"x .075" weathering steel panel with laser cut

IS-38.5 1 Campground 5 - 4" x 6"x .075" weathering steel panel with laser cut

IS-38.6 1 Campground 6 - 4" x 6"x .075"

IS-36.0 1 VIS - Weathering Steel Trail post, 2" x 2"x .0625" predrilled hollow post w/ pointed end & flat solid top to be hammered into the ground. 71" length and .075 Weathering steel panel w/ laser cut graphics welded to weathering steel backer w/ mounting holes & hardware.

22" x 9" Panel

IS-10

IS-14

IS-23

IS-25

IS-27

5 VIS - Weathering Steel Trail post, 2" x 2"x .0625" predrilled hollow post w/ pointed end & flat solid top to be hammered into the ground. 66" length and .075 Weathering steel panel w/ laser cut graphics welded to weathering steel

16" x 4" Panel

IS-05 1 Trail Direction - Weathering Steel Post Structure and .075 Weathering steel w/ laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 16" x 7.5"

IS-06 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel sizes: (2) 22" x 10.5"

IS-07 1 Trail Direction - Weathering Steel Trail Post Structure and .075 Weathering steel w/ laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 16" x 10.5"

IS-08 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 20" x 12.5",

(1) 20" x 13"

IS-09 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 23" x 13", (2) 18" x 6.5"

IS-11 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 20" x 13", (2) 20" x 8.5"

IS-12 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 24" x 15", (2) 18" x 3"

IS-13 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 20" x 12", (2) 20" x 8.25"

IS-15 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel size: (1) 24" x 19"

IS-16 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes:(2) 24" x 14", (2) 16" x 3"

IS-21 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel size: (1) 18.5"x 21"

IS-32 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 24" x 19", (2) 20" x 3"

IS-41 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 20" x 18.25",

(2) 22" x 3"

IS-42 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel size: (1) 18" x 9.5"

IS-43 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel size: (1) 18" x 3"

IS-17 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel size: (1) 12" x 3"

EE-28.0 1 Island Identity - Single sided western red cedar panel with routed graphics, solid coat stain finish, 20" routed full color

EE-34 1 Island Identity - Single sided western red cedar panel with routed graphics, solid coat stain finish, 20" routed full color

EE-58.0 1 Facility Identity - Single sided western red cedar panel with routed graphics, solid coat stain finish, 9.25" routed full color arrowhead, with 4" x 4" weathering steel double post assembly. 40" x 16" panel

EE17.1 8 Warning - Direct-Imaged, Powder-side white, with mounting holes and hardware, to be mounted on wood pier railing. 18" x 12" Panel

EE-17.2 8 Warning - Direct-Imaged, Powder-side white, with mounting holes and hardware, to be mounted on wood pier railing. 18" x 12" Panel

EE-61.0 30 Regulation - Direct-Imaged, Powder-

VHB tape. 11" x 7" Panel

EE-13.0 3 Regulation - Direct-Imaged, Powder-side PMS 1615, mounting holes & hardware to be mounted on post. 18" x 14" Panel. Predrilled 2”x 2” x .0625” weathering steel hollow post w/ pointed end & flat solid top to be hammered into the ground.

EE-27.0 50 Warning - Direct-Imaged, Powder-side PMS 1615, mounting holes & hardware to be mounted on post. 12" x 8" Panel. Predrilled 2”x 2” x .0625” weathering steel hollow post w/ pointed

EE-41.0 30 Warning - Direct-Imaged, Powder-side PMS 1615, mounting holes & hardware to be mounted on post. 12" x 8" Panel. Predrilled 2”x 2” x .0625” weathering steel hollow post w/ pointed

EE-65.0 3 Warning - Direct-Imaged, Powder-side PMS 1615, mounting holes & hardware to be mounted on post. 12" x 8" Panel. Predrilled 2”x 2” x .0625” weathering steel hollow post w/ pointed

EE-66.0 5 VIS - Direct-Imaged, Powder-Coated .080” Aluminum panel, mounting holes & hardware to be mounted on post. 6" x 12" Panel

EE-35.1 60 Regulation - Direct-Imaged, powder-coated .080" Aluminum panel, attach to

VHB tape. 18" x 18" Panel

EE-35.2 60 Regulation - Direct-Imaged, powder-coated .080" Aluminum panel, attach to

VHB tape. 13" x 12.5" Panel

EE-35.3 90 VIS - Vinyl Sticker, Outdoor-grade, white text on transparent background. 4" x 2" sicker

EE-63.01 1 Housing -Direct-Imaged, Powder-Coated .080” Aluminum panel, with mounting holes as shown and hardware, to be mounted on wood door. 4" x 6" Panel

EE-63.02 1 Housing -Direct-Imaged, Powder-Coated

EE-63.03 1 Housing -Direct-Imaged, Powder-Coated

EE-63.04 1 Housing -Direct-Imaged, Powder-Coated

EE-63.05 1 Housing -Direct-Imaged, Powder-Coated

EE-63.06 1 Housing -Direct-Imaged, Powder-Coated

EE-63.07 1 Housing -Direct-Imaged, Powder-Coated

EE-63.08 1 Housing -Direct-Imaged, Powder-Coated

EE-63.09 1 Housing -Direct-Imaged, Powder-Coated

EE-63.10 1 Housing -Direct-Imaged, Powder-Coated

EE-10.0 1 VIS- Direct-Imaged, Powder-Coated mounted on wood door. 18" x 10" Panel

EE-53.0 20 VIS- .080” Direct-Imaged, Powder- Coated .080” Aluminum panel, with mounting holes as shown and hardware, to be mounted on wood door. 9" x 10"

EE-94.0 1 VIS- .080” Direct-Imaged, Powder- Coated .080” Aluminum panel, with mounting holes as shown and hardware, to be mounted on wood door. 16" x 10"

EE-62.01 1 Campground 1 - 4" x 6"x .075"

EE-62.02 1 Campground 2 - 4" x 6"x .075"

EE-62.03 1 Campground 3 - 4" x 6"x .075"

EE-62.04 1 Campground 4 - 4" x 6"x .075"

EE-62.05 1 Campground 5 - 4" x 6"x .075"

EE-62.06 1 Campground 6 - 4" x 6"x .075"

EE-62.07 1 Campground 7 - 4" x 6"x .075"

EE-62.08 1 Campground 8 - 4" x 6"x .075"

EE-62.09 1 Campground 9 - 4" x 6"x .075"

EE-62.10 1 Campground 10 - 4" x 6"x .075"

EE-62.11 1 Campground 11 - 4" x 6"x .075"

EE-62.12 1 Campground 12 - 4" x 6"x .075"

EE-62.13 1 Campground 13 - 4" x 6"x .075"

EE-62.14 1 Campground 14 - 4" x 6"x .075"

EE-62.15 1 Campground 15 - 4" x 6"x .075"

EE-62.16 1 Campground 16 - 4" x 6"x .075"

EE-62.17 1 Campground 17 - 4" x 6"x .075"

EE-62.18 1 Campground 18 - 4" x 6"x .075"

EE-62.19 1 Campground 19 - 4" x 6"x .075"

EE-62.20 1 Campground 20 - 4" x 6"x .075"

EE-62.21 1 Campground 21 - 4" x 6"x .075"

EE-62.22 1 Campground 22 - 4" x 6"x .075"

EE-62.23 1 Campground 23 - 4" x 6"x .075"

EE-62.24 1 Campground 24 - 4" x 6"x .075"

EE-62.25 1 Campground 25 - 4" x 6"x .075"

EE-62.A 1 Campground A - 4" x 6"x .075"

EE-62.B 1 Campground B - 4" x 6"x .075"

EE-62.C 1 Campground C - 4" x 6"x .075"

EE-62.D 1 Campground D - 4" x 6"x .075"

EE-62.E 1 Campground E - 4" x 6"x .075"

EE-62.F 1 Campground F - 4" x 6"x .075" graphics and text welded to single piece of .125” weathering steel trailside

EE-50.0

EE-64.0

2 Trail Direction - Weathering Steel Post Structure and 075" Weathering steel w/ laser cut graphics welded to weathering hardware. Panel size: (1) 18" x 10"

EE-67.0 1 VIS - .075 Weathering steel w/ laser cut graphics welded to weathering steel backer w/ mounting holes & hardware to mount to fence rail. 18" x 5" Panel

EE-26.0 4 VIS - .075 Weathering steel w/ laser cut graphics welded to weathering steel backer w/ mounting holes & hardware to mount to fence rail. 18" x 5" Panel

EE-12.0

EE-12.1

2 VIS - Weathering Steel Trail post, 2" x 2"x .0625" predrilled hollow post w/ pointed end & flat solid top to be hammered into the ground. 68.5" length.

And .075 Weathering steel w/ laser cut graphics welded to weathering steel

18" x 6.5" Panel

EE-23.0

EE-77

2 VIS - Weathering Steel Trail post, 2" x 2"x .0625" predrilled hollow post w/ pointed end & flat solid top to be hammered into the ground. 71" length.

And .075 Weathering steel w/ laser cut graphics welded to weathering steel

18" x 9" Panel

EE-24.0 5 VIS - Weathering Steel Trail post, 2" x 2"x .0625" predrilled hollow post w/ pointed end & flat solid top to be hammered into the ground. 59" length.

And .075 Weathering steel w/ laser cut graphics welded to weathering steel

16" x 11" Panel

EE-01.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 18" x 3", (1) 24" x 22.5"

EE.02.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel size: (1) 22" x 8"

EE-04.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 24" x 11", (2) 20" x 5"

EE-05 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel sizes: (2) 24" x 9"

EE-09 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 14" x 6", (1) 20" x 12"

EE-19 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 20" x 4.5", (1) 24" x 8"

EE-22.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 20" x 6.5", (1) 22" x 11"

EE-30.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 22" x 8", (1) 24" x 8.5"

EE-32.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel size: (1) 24" x 6"

EE-33.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 24" x 13.5",

(1) 22" x 11.5"

EE-36.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 24" x 21.5",

(2) 24" x 10"

EE-39.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel size: (1) 24" x 13"

EE-40.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel size: (1) 24" x 13"

EE-42.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 24" x 4.5", (1) 24" x 12"

EE-44.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 24" x 9", (1) 24" x 15"

EE-45.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel sizes: (3) 24" x 15"

EE-46.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel sizes: (2) 24" x 24"

EE-49.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 24" x 3", (1) 24" x 20"

EE-57 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel size: (1) 18" x 13.5"

EE-59.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel sizes: (3) 20" x 7.5"

EE-60 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel size: (1) 14" x 9"

EE-70.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 20" x 5", (1) 24" x 17"

EE-71.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 24" x 17", (2) 20" x 5"

EE-72.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 24" x 3", (1) 24" x 5"

EE-75.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 22" x 11", (2) 18" x 4.5"

EE-05.F 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 22" x 14.5",

(2) 22" x 11.5"

EE-68.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 22" x 7", (2) 24" x 12"

EE-85.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 16" x 7", (2) 14" x 3"

EE-43 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel sizes: (2) 12" x 3"

EE-87 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering

EE-88 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (2) 12" x 3"

EE-89.0 1 Trail Direction - Weathering Steel Post Structure and .075 Weathering steel w/ laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel size: (1) 16" x 4.5"

EE-90.0 1 Trail Direction - Weathering Steel Post Structure and .075 Weathering steel w/ laser cut graphics welded to weathering hardware. Panel size: (1) 14" x 4.5"

EE-91.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel sizes: (2) 14" x 3"

EE-92.0 1 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering

EE-82.0NE

EE-83.0W

EE-86.0S

EE-93.0E

4 Trail Direction - Weathering Steel Post Structure and .075 Weathering steel w/ laser cut graphics welded to weathering steel backer w/ mounting holes & hardware. Panel sizes: (1) 12" x 3"

EE47.0NE

EE-48.0E

EE-69.0N

3 Trail Direction - Weathering Steel Post Structure and .075 Weathering steel w/ laser cut graphics welded to weathering hardware. Panel sizes: (1) 12" x 3"

EE-14.0 30 Trail Direction - Weathering Steel Post laser cut graphics welded to weathering hardware. Panel sizes: (1) 4" x 5"

5. Packaging and Shipment

Sign posts and panels should be shipped disassembled. Each individual panel and post structure is to be marked with its corresponding drawing number as listed in Attachment A, Santa Cruz Island Sign Drawings.

Additionally, Trail Directional sign panel(s) and post structures must be bundled together. Each bundle must be clearly labeled with its corresponding drawing number.

Generic hardware (uniformly sized bolts, nuts, washers, etc.) may be packaged in bulk and labeled. Hardware or parts specific to individual signs must be packaged with their associated panel(s) and post structure bundle and labeled with their corresponding drawings number.

6. Maintenance Kit

The contractor shall provide and identify the components of the maintenance kit, including the following:

a. Container

A heavy-duty plastic storage container with a lid, large enough to hold all touch up and cleaning materials.

b. Touch-up Materials

Bottles or cans of each paint, stain, wax, and other finishes used on the signs, with tightly fitted lids or caps, and clear identification of the contents on firmly attached labels. For each type of finish, provide appropriate solvents and brushes or other tools as required to apply the finish. Provide a minimum of one full quart of each paint and stain, one two-ounce bottle of each screen ink, and one full quart of each type of protective finish, such as polyurethane, except as otherwise specified.

c. Assembling and Access Instructions

Provide visuals clearly and sufficiently illustrating sign structure assembly. The illustrations shall include the sign numbers, step-by-step instructions, and any other information relevant to assembling, opening and/or dismantling the structures. The illustrations shall be accomplished in one or both of the following ways:

1) Isometric or exploded view drawings

2) Photographs combined with text, showing a person following the step-by-step instructions. Include close-up views of specialized locks or hardware, identified by captions.

d. Cleaning Instructions

Provide instructions for cleaning all sign structures and components.

Provide instructions for removing graffiti from sign structures and panels. Include brand names of recommended cleaning materials.

Listed cleaning products shall correspond with supplies included in the maintenance kit furnished by the contractor. "Not to be used" materials and techniques shall be identified.

e. Repair Instructions

Describe specific techniques for repairing damage to sign fabrication materials including repair and or refinishing.

III. INVOICING

Electronic Invoicing and Payment Requirements - Invoice Processing Platform (IPP) (April 2013)

Payment requests must be submitted electronically through the U. S. Department of the Treasury's Invoice Processing Platform System (IPP).

"Payment request" means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract, or the clause 52.212-4 Contract Terms and Conditions - Commercial Items included in commercial item contracts. The IPP website address is: https://www.ipp.gov.

Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice: none

The Contractor must use the IPP website to register access and use IPP for submitting requests for payment. The Contractor Government Business Point of Contact (as listed in SAM) will receive enrollment instructions via email from the Federal Reserve Bank of Boston (FRBB) within 3 - 5 business days of the contract award date. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email ippgroup@bos.frb.org or phone (866) 973-3131.

https://www.ipp.gov/ mailto:ippgroup@bos.frb.org

If the Contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the Contractor must submit a waiver request in writing to the Contracting Officer with its proposal or quotation.

(End of Local Clause)

IV. PERIOD OF PERFORMANCE

The NPS anticipates a period of performance starting in September 2020 and ending November 30, 2021.

A. Sign delivery to Channel Islands National Park shall be competed on or before

September 30, 2021.

B. All remaining work, including final follow up items and review and approval, shall be completed on or before November 30, 2021.

V. REVIEW AND APPROVAL

The COR shall notify the contractor, in writing, of approval or rejection of the work within 15 days. Any additions or corrections shall be completed within 21 calendar days.

In the event the government delays comments beyond the period specified, the contractor shall be entitled to a day-to-day extension in the completion date.

VI. CONTRACT TYPE

The NPS anticipates awarding a firm fixed price contract.

VII. TRAVEL

There is no travel associated with this contract.

VIII. DELIVERABLES AND DESTINATION POINT

All deliverables shall be shipped Free On Board (FOB) Destination, within Consignee’s premises, with all shipping and transportation costs prepaid. Deliverables shall be shipped by either registered or certified mail to ensure that shipments can be traced, if lost.

A. Deliverables Shall Include the Following:

1. Project schedule

2. Meeting minutes from each project meeting or conference call

3. Fabrication shop drawings

4. Samples

5. Shop inspection photographs

6. Delivery final Signs

7. Maintenance Kit

B. Deliverables Shall Be Sent to The Following:

1. Deliverables 1-5, COR Deliverables

National Park Service c/o Laura Thomas 67 Mather Place #50 Harpers Ferry, WV 25425 or via email when specified in contract: laura_h_thomas@nps.gov

2. Deliverables 6 -7

Derek Lohius Channel Islands National Park 1901 Spinnaker Drive Ventura, CA 93001

IX. GOVERNMENT-FURNISHED PROPERTY

The contractor shall be responsible for security and protection of all government-furnished property or materials provided in connection with this contract. Following acceptance of all work by the government, the contractor shall return to the COR all government-furnished property not incorporated into the project.

The following listed government-furnished property shall be furnished at the post award meeting:

• Production-ready graphic layout files mailto:laura_h_thomas@nps.gov

X. CONTRACTOR PERFORMANCE ASSESSMENT REPORTING SYSTEM

NOTICE TO CONTRACTORS

Contractor Performance Assessment Reporting System (December 2015)

A. FAR 42.1502 directs all Federal agencies to collect past performance information on contracts. The Department of the Interior (DOI) has implemented the Contractor Performance Assessment Reporting System (CPARS) to comply with this regulation. One or more past performance evaluations will be conducted in order to record your contract performance as required by FAR 42.15.

B. The past performance evaluation process is a totally paperless process using

CPARS. CPARS is a web-based system that allows for electronic processing of the performance evaluation report. Once the report is processed, it is available in the Past Performance Information Retrieval System (PPIRS) for Government use in evaluating past performance as part of a source selection action.

C. We request that you furnish the Contracting Officer (CO) with the name, position title, phone number, and email address for each person designated to have access to your firm's past performance evaluation(s) for the contract no later than 30 days after award. Each person granted access will have the ability to provide comments in the Contractor portion of the report and state whether or not the Contractor agrees with the evaluation, before returning the report to the Assessing Official (AO).

Information in the report must be protected as source selection sensitive information not releasable to the public.

D. When your Contractor Representative(s) are registered in CPARS, they will receive an automatically generated email with detailed login instructions. Further details, systems requirements, and training information for CPARS is available at https://www.cpars.gov/.

E. Within 60 days after the end of a performance period, the AO will complete an interim or final past performance evaluation, and the report will be accessible at https://www.cpars.gov/.

a. Contractor Representatives may then provide comments in response to the evaluation or return the evaluation without comment.

b. Your comments should focus on objective facts in the AO's narrative and should provide your views on the causes and ramifications of the assessed performance.

c. All information provided should be reviewed for accuracy prior to submission.

https://www.acquisition.gov/sites/default/files/current/far/html/Subpart%2042_15.html https://www.acquisition.gov/sites/default/files/current/far/html/Subpart%2042_15.html https://www.cpars.gov/ https://www.cpars.csd.disa.mil/ https://www.cpars.csd.disa.mil/ https://www.cpars.gov/

d. If you elect not to provide comments, please acknowledge receipt of the evaluation by indicating "No comment" in the space provided, and then selecting “Accept the Ratings and Close the Evaluation”.

e. Your response is due within 60 calendar days after receipt of the CPAR. On day 15, the evaluation will become available in PPIRS-RC marked as “Pending” with or without comments and whether or not it has been closed.

f. If you do not sign and submit the CPAR within 60 days, it will automatically be returned to the Government and will be annotated: "The report was delivered/received by the contractor on (date). The contractor neither signed nor offered comment in response to this assessment."

F. The following guidelines apply concerning your use of the past performance evaluation:

a. Protect the evaluation as source selection information. After review, transmit the evaluation by completing and submitting the form through CPARS. If for some reason you are unable to view and/or submit the form through CPARS, contact the CO for instructions.

b. Strictly control access to the evaluation within your organization. Ensure the evaluation is never released to persons or entities outside of your control.

c. Prohibit the use of or reference to evaluation data for advertising, promotional material, pre-award surveys, responsibility determinations, production readiness reviews, or other similar purposes.

G. If you wish to discuss a past performance evaluation, you should request a meeting in writing to the CO no later than seven days following your receipt of the evaluation. The meeting will be held in person or via telephone or other means during your 60-day review period.

H. A copy of the completed past performance evaluation will be available in CPARS for your viewing and for Government use supporting source selection actions after it has been finalized.

XI. ADDITIONAL WORK

Any additional work not detailed in this contract shall be approved, in writing, by the

Contracting Officer via a bilateral modification.

XII. LOSS OR DAMAGE

The contractor shall be liable for any loss or damage to any government property caused by negligence, theft, or willful misconduct of the contractor, his agents, servants, and employees, and shall indemnify and save the government harmless against all actions, proceedings, claims, demands, costs, damages, and expenses, including attorney’s fees, by reason of any suit or action brought for any actual or alleged injury to or resulting from the performance of this contract. The contractor shall submit a full written report to the Contracting Officer within 24 hours following the occurrence of such damage, loss, or injury.

If due to fault, neglect, dishonesty of the contractor, his agency or employees, loss or damage to government property is incurred during the performance of this contract, the contractor shall be responsible for same. The government, at its option, may in lieu of repayment, require the contractor to replace at his own expense, all such property as directed by the Contracting Officer. Until the equipment is repaired or replaced, the contractor shall furnish similar, adequate replacement property and/or equipment at no charge to the government, within two working days of the date the equipment has been lost, stolen, or damaged.

XIII. CONTRACT ADMINISTRATION

A. The National Park Service, Contract Specialist / Contracting Officer address is: National Park Service, Harpers Ferry Center, Office of Acquisition Management, P.O. Box 50, 67 Mather Place, Harpers Ferry, West Virginia 25425-0050.

The contractor shall use the Contracting Officer as a point of contact on all business and administrative matters concerning this contract. All correspondence, other than that of a technical nature, shall be addressed to the Contracting Officer, with information copies of the basic correspondence to the COR.

B. The National Park Service, COR address is: National Park Service, Harpers Ferry

Center, Attention: COR, P.O. Box 50, Harpers Ferry, West Virginia 25425-0050.

The contractor shall use the COR as the point of contact for all technical matters under the contract. Technical correspondence shall be addressed to the NPS COR, with an information copy of the basic correspondence to the Contracting Officer.

XIV. FACILITY SECURITY POLICY

Contractors attending meetings or accomplishing work within the buildings or real property of the National Park Service shall adhere to the security policy of each office. It shall be the responsibility of the contractor to contact the office before work begins for a briefing on security policies.

XV. WARRANTY

The contractor shall guarantee the workmanship against defects in work and material that might appear under extremely high visitor use and variable weather and climate conditions for a minimum of one year. The warranty period shall commence with final acceptance of work. This shall include all labor and parts at no additional cost to the government.

If during this warranty period, defective workmanship, materials, or equipment are identified by the government, the contractor will be notified, in writing, as to liability and responsibility for corrective action at no cost to the government.

Action may include but is not limited to:

A. Placing all work into satisfactory condition;

B. Making good all damages to equipment, the site, the building, or contents thereof, that have resulted from such unsatisfactory work; and

C. Making good any work, materials, or equipment that are disturbed in fulfilling the guarantee including any work, materials, or equipment that may have been guaranteed under another contract.

Should the contractor fail to proceed with work in accordance with the guarantee within seven calendar days from the notice of corrective action(s), the government will have such work performed at the expense of the contractor.

In no event will the government be responsible for any extension or delays in the scheduled deliverables or periods of performance under this…