697DCK-24-R-00305 Amend 0001.pdf
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- Solicitation number
- 697DCK-24-R-00305
About this file
This document is an Amendment to Solicitation 697DCK-24-R-00305 for the installation of an ADA-compliant exterior ramp at the Federal Aviation Administration's (FAA) Air Route Traffic Control Center (ARTCC) in Auburn, Washington. The amendment incorporates questions received and their applicable answers into the solicitation.
The key details are:
- The procurement is set aside for small businesses under NAICS code 236220 with an estimated project size between $250,000 and $500,000.
- The scope of work includes relocating an exterior door, constructing a handicap ramp with concrete walkway and stairs, installing lighting and access controls, and landscaping modifications.
- Important dates are: RSVP for site visit by April 15, 2024, site visit on April 17, 2024, questions due by April 29, 2024, and offers due by May 20, 2024.
- The amendment provides clarification on testing and inspection requirements, as well as changes to concrete testing frequency.
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
1. CONTRACT ID CODE
5. PROJECT NO. (If applicable)2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ.NO.
PAGE OF PAGES
6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6)
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
CODE
9A. AMENDMENT OF SOLICITATION NO.
9B. DATED (SEE ITEM 11)
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
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 is extended, is not extended.
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.
(x) A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO THE AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14.
E. IMPORTANT: Contractor is not, is required to sign this document and return
ORDER NO. IN ITEM 10A.
1 2
0001 04/02/2024
FEDERAL AVIATION ADMINISTRATION
AAQ-500 - REGIONAL ACQUISITIONS
2200 S. 216TH STREET
DES MOINES WA 98198-6547
AAQ530ANM-AFN
x
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
separate letter or telegram which includes a reference to the solicitation and amendment number. FAILURE OF YOUR ACKNOWLEDGEMENT 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.
copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By ___________ 1 x x
697DCK-24-R-00305
1 copies to the issuing office.
04/02/2024
(x)
Solicitation Amendment 0001 is to incorporate the questions received and their applicable answers into the solicitation and resultant contract.
See attached.
The offer deadline date remains the same: May 20, 2024, 5:00 PM Pacific time.
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. CONTRACT AUTHORITY 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
Cynthia A. Tjelde
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
Solicitation No. 697DCK-24-R-00305 Questions & Answers
1) Section 260519 1.5 Quality Assurance A testing agency quali ications. Is this a requirement for the contractor or the owner? If contractor, please provide what the testing agency is to be testing for.
a. Disregard requirement for independent testing agency (par. 1.4.B and 1.5.A)
2) Will the new handrail be required to be bonded? If so, will it be in one place or can you provide a grounding detail. Please provide ground bonding detail for railings and metal roof cover.
a. Yes, see Amendment 0001 Attachment #1 for grounding plan. Amendment 0001 Attachment #2 and Amendment 0001 Attachment #3 also show existing facility grounding system and transition detail.
3) What is the existing access control system?
a. The existing door control system uses HID RP40 pivCLASS Wall Switch Reader. See Amendment 0001 Attachment #4 for photo of card reader.
4) Per attachment 7, there is a design rending of the ramp having a cover. Please con irm that contractors are to only bid the awning above the door.
a. Contractors to bid only on awning above door. The cover over the ramp is no longer part of this project.
5) Please provide primer and paint to be used over the galvanized steel.
a. Primers performing equivalent to or better than:
i. Sherwin Williams Industrial Pro-Cryl Acrylic Primer
b. Paint performing equivalent to or better than:
i. Type: Sherwin Williams Pro Industrial Acrolon 100 HS Waterbased Urethane
ii. Color: Sherwin Williams 7069 “Iron Ore”
6) Throughout the specs it is requiring an engineer for Concrete in ill, concrete forms, railing design, aluminum store front installation, electrical, geotechnical testing, and inspections. With drawings and details provided from your engineer, is it required for contractor to provide an engineer for these? We see that these have already been designed and that adding an engineer is an added cost to the owner.
a. Disregard requirement for all testing EXCEPT for the following:
i. Concrete strength & workability inspections, as outlined in Section 033000.3.11
ii. Geotechnical compaction testing of subgrade and earth materials to 95% compaction density where required.
b. Shop drawings from handrail manufacturer with connection details & elevations is still required for submittal.
c. Additional changes:
i. Modi ication to Concrete Testing Frequency Section 033000.3.11.D.1: “Obtain one composite sample for each day’s irst pour of concrete mixture exceeding 5 cu. yd, AND to COR’s discretion afterward.”
ii. Addition to 033000.3.11.D.2: “Unless slump limit is provided by batch plant for mixture, the slump limit shall be 4 inches +/- 1 inch for each test.”
7) Please clarify if the testing and inspections are required to be 3rd party? And if this is a requirement for the owner or general contractor?
a. Contractor is responsible for engaging the services of a third-party testing & inspection company.
| Amend form |
| Q&A |
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