697DCK-18-R-00474amendment1.pdf
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- 697DCK-18-R-00474
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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 1
0001 06/21/2018
FEDERAL AVIATION ADMINISTRATION
AAQ-500 - REGIONAL ACQUISITIONS
1200 DISTRICT AVENUE
BURLINGTON MA 01803
AAQ510BOS-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 ___________ x x
697DCK-18-R-00474
copies to the issuing office.
06/21/2018
(x)
Amendment #0001 is issued for the attached drawing changes and questions and answers:
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)
Susan Newcomb
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 .
Project: LOC & GS MOB ‐ Mobile, Alabama ‐ ILS Relocation
Date: 11‐Jul‐18
Drawings Specifications Reference Remove Add
MOB‐1702484‐C001 12' wide gravel access road
The Contractor shall install asphalt material at the Glide Slope, RVR and the access road from the Runway to the NAVAID facilities per Alabama DOT requirements.
MOB‐1702484‐C001
The Contractor will be required to remove and dispose of offsite approximately 4" of existing asphalt material from the runway to the Glide Slope facility.
MOB‐1702484‐C001
The Contractor is required to grade around both the Glide
Slope and RVR facilities which includes a pile of 67 stone that is estimated to be approximately 6‐yards. The contractor is allowed to utilize the onsite 67 stone for the project as subgrade material under manholes and foundations.
MOB‐1702484‐C001
The contractor shall install 4" of a well graded granite crusher run material under all asphalt and compact to 98%. Asphalt millings are not allowed. The final grade of the asphalt should be approximately 1" higher than the surrounding grade however the final grade shall be coordinated with the onsite
RE. Excavation and disposal of the existing subgrade will be required to install 4" of compacted crusher run and asphalt.
MOB‐1702484‐C001
The existing PAPI located at the Glide Slope is not powered from the Glide Slope Facility.
MOB‐1702483‐C001
Replace the existing main breaker of the existing LOC shelter distribution panel with a 50 amp breaker of the same type after the new LOC system is operational. Replace the adhesive panel name plate with a 50amp name plate. Replace the distribution panel name plate with the appropriate services, coordinate with the RE. Provide a typed panel schedule based on the new panel feeds.
MOB‐1702483‐C001
The existing LOC antennas are installed on individual round 4' deep piers. The Contractor will be responsible to remove and demolish them offsite. If additional fill material is required the contractor shall import material and compact per the specifications.
MOB‐1702483‐E002
The contractor shall intercept the existing communication cable that connects the existing LOC shelter to the RTR and extend it to the new LOC shelter with a 12 pair cable. The cable should be intercepted within the existing LOC shelter communication box. The new cable shall be installed in a 2" sch80 PVC conduit from the existing shelter to the new shelter. Coordinate all cable terminations and conduit routing with the onsite RE.
01 11 00‐4‐1.10 (Work Restrictions) A.
Normal business working hours of
7:00am to 3:30 pm, Monday through
Friday
Normal business working hours of 7:00am to 5:00pm, Monday through Friday.
2 11 00‐4‐1.10 (Work Restrictions) A.3 11:00pm through 6:00am 12:01am through 05:59am
RFO 697DCK-18-R-00474
Questions and Answers
1. Question: Is an August start date required?
Answer: The FAA is looking at an August through September start date that can be determined after the contract award.
2. Question: What is happening with the road to the glide slope shelter?
Answer: Further details are being provided in a forthcoming amendment
3. Question: Are we removing the existing paved road and replacing it with gravel.
Answer: The existing paved road from the runway to the glide slope facility should be removed and disposed of offsite. The existing pavement is approximately 4” thick.
4. Question: Are we extending the paved road with grave to the new glide slope site?
Answer: New asphalt paving 4” thick will be installed form the runway to the Glide Scope and RVR facilities.
5. Question: Where is the existing glide scope located?
Answer: The coordinates of the existing antenna is N30°42’02.23” – W88°15’03.68”)
6. Question: Please clarify the work involved with the RVR. Are we only recabling it?
Answer: The existing RVR has two cables that will be extended to the new Glide Slope Facility. Power Cable – Install a new 2” Sch 80 PVC conduit from the existing RVR to the new Glide Slope shelter power panel. Pull new #6 cables from the Glide Slope Power Panel to the RVR Panel. Approximately 100’ Communication Cable – Install a new 2” Sch 80 PVC conduit from the new Glide Slope Facility to the existing RVR and install a new 6-pair communication cable between the two facilities. Approximately 100’)
7. Where is the existing glideslope and RVR circuit? It sounds like we are splicing into it and extending the circuit but I can not see where the circuit is coming from or where the existing site is in relationship to the new site.
Answer: The existing power feed to the Glide Slope Facility and RVR comes from the opposite side of the Runway. The contractor is to provide a 12” X 18” fiberglass handhole and splice the existing circuit extending it to the new transformer location.
The existing site is approximately 20’ further away from the runway than the new site location.)
8. Question : On page MOB-1702483-E003 of the LOC drawings it shows a 150 AMP breaker panel. Is that something that is to be installed or are we going to install it as part of this project?
Answer: The Notes on Drawing MOB-1702483-E002 describe the required work.
Provide and install a new 150A NEMA 4X disconnect on the existing rack.
The existing unistrut at the meter rack should be replaced with new Stainless Steel unistrut and appurtenances. New grounding should be installed around the rack utilizing a Thompson cable and 4 ground rods.
Provide and install a new surge arrestor.
Provide and install a new Square D Surge arrestor panel.
All equipment installation shall be coordinated with the onsite RE)
| 697DCK-18-R-00474amend |
| Addendum-0001 Drawing Changes |
| amendment1page2 |
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