N69450-14-R-1756-0009.pdf
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
The purpose of this amendment is as follow s:
1) Provide revisions to the draw ings and specifications.
2) An updated PPI Log (PPI Log as of 3-10-14 – Release) has been posted to FBO.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 5
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 10-Mar-2014
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N69450-14-R-1756
X 9B. DATED (SEE ITEM 11)
10-Jan-2014
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer 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 copies 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 ADMINISTRATIVE 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 copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
10-Mar-2014
CODE
NAVFAC SOUTHEAST
IPT SOUTH CENTRAL
BLDG 135, PO BOX 30
NAS JACKSONVILLE
JACKSONVILLE FL 32212-0030
N69450 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
N69450-14-R-1756
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE
The following have been added by full text:
AMENDMENT 0009
1. Specifications and drawings to include amendments are changed as follows.
a. SPECIFICATIONS
1. Specification Section 00 01 15, paragraph 1.2 Contract Drawings:
a. The following drawings, bearing revision date of 03/10/2014, supersede drawings bearing the same number and title.
NAVFAC DRAWING NO. TITLE
15081698 (C109) BUILDING 2701 (P100) – SITE DEMOLITION PLAN AREA 9
15081727 (C200) BUILDING 2701 (P100) – OVERALL SITE LAYOUT
15081730 (C203) BUILDING 2701 (P100) –SITE LAYOUT PLAN AREA 3
15081733 (C206) BUILDING 2701 (P100) –SITE LAYOUT PLAN AREA 6
15081735 (C208) BUILDING 2701 (P100) –SITE LAYOUT PLAN AREA 8
15081741 (C214) BUILDING 2701 (P100) –ENLARGED SITE PLAN OF CAMPUS AREA
15081747 (C220) BUILDING 2701 (P100) –ENLARGED SITE PLAN OF STORAGE UNIT AREA
15081749 (C222) BUILDING 2701 (P100) –ENLARGED SITE PLAN DUMPSTER AREA
15081863 (C513) BUILDING 2701 (P100) –SITE BARRIER DETAILS
15081871 (C521) BUILDING 2701 (P100) –STORM DRAINAGE DETAILS
15081871 (C521) BUILDING 2701 (P100) –STORM DRAINAGE DETAILS
15081884 (C534) BUILDING 2701 (P100) –UVSS DETAILS 1
15081884 (C535) BUILDING 2701 (P100) –UVSS DETAILS 2
15082032 (S201) BUILDING 2701 (P100) – PLAN WEST ELEVATION GRID A
15082034 (S203) BUILDING 2701 (P100) – PLAN EAST ELEVATION
15082035 (S204) BUILDING 2701 (P100) – PLAN SOUTH ELEVATION
15082036 (S205) BUILDING 2701 (P100) PLAN NORTH ELEVATION
15082096 (A126) BUILDING 2701 (P100) – THIRD FLOOR PARTITION TYPE PLAN AREA C
15082097 (A127) BUILDING 2701 (P100) – THIRD FLOOR PARTITION TYPE PLAN AREA D
15082113 (A201) BUILDING 2701 (P100) – EXTERIOR BUILDING ELEVATIONS
15082114 (A202) BUILDING 2701 (P100) – EXTERIOR BUILDING ELEVATIONS
15082592 (S201) BUILDING 2626 (P100) – BUILDING ELEVATION
15082605 (A202) BUILDING 2626 (P100) – EXTERIOR BUILDING ELEVATIONS
15083103 (S202) BUILDING 2711 (P099) – STRUCTURAL ELEVATIONS
15083104 (S203) BUILDING 2711 (P099) – STRUCTURAL ELEVATIONS
15083105 (S204) BUILDING 2711 (P099) – STRUCTURAL ELEVATIONS
15083106 (S205) BUILDING 2711 (P099) – STRUCTURAL ELEVATIONS
15083107 (S206) BUILDING 2711 (P099) – STRUCTURAL ELEVATIONS
15083108 (S207) BUILDING 2711 (P099) – STRUCTURAL ELEVATIONS
15083109 (S208) BUILDING 2711 (P099) – STRUCTURAL ELEVATIONS
15083110 (S209) BUILDING 2711 (P099) – STRUCTURAL ELEVATIONS
15083111 (S210) BUILDING 2711 (P099) – STAIR SECTIONS AND DETAILS
15083165 (A201) BUILDING 2711 (P099) – EXTERIOR BUILDING ELEVATIONS
15083168 (A211) BUILDING 2711 (P099) – PARTIAL BUILDING ELEVATIONS
15083170 (A213) BUILDING 2711 (P099) – PARTIAL BUILDING ELEVATIONS
15083178 (A302) BUILDING 2711 (P099) – PARTIAL BUILDING SECTION
15083179 (A303) BUILDING 2711 (P099) – PARTIAL BUILDING SECTION
15083588 (MD401) PIER X-RAY NORTH MECHANICAL DEMOLITION PLAN
15083594 (MS404) PIER X-RAY NORTH MECHANICAL PLAN – AREA 4
15083691 (MD402) PIER X-RAY SOUTH MECHANICAL DEMOLITION PLAN
15083692 (MS407) PIER X-RAY SOUTH MECHANICAL PLAN – AREA 7
15083704 (MS515) PIER X-RAY SOUTH MECH SECTIONS & ENLARGED PLANS
2. Specification Section 03 11 13.00 10, paragraph 1.4:
a. Revise the sample panel size to 4 feet long and 4 feet wide.
b. Add the following sentence at the end of the paragraph:
i. “Refer to 03 30 00.00 10, paragraph 3.9 for additional sample panel requirements.”
3. Specification Section 06 41 16, paragraph 2.9 Fabrication:
a. Revise the last sentence of the paragraph to read as follows:
i. “Cabinet style, in accordance with AWI AWS, Section 400-G descriptions, AWI frameless style cabinets.”
4. Specification Section 07 21 13, Part 2 Products:
a. Add the following paragraphs:
“2.4 PERIMETER INSULATION
Provide Extruded-Polystyrene Board Insulation:
a. ASTM C578, of type and density indicated below, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively: Type IV, 1.60 lb/cu. ft. (26 kg/cu. m), unless otherwise indicated.
b. Provide 2” rigid insulation for the first 2’-0” under the slab around the perimeter of buildings 2626, 2701 and 2711. “
5. Specification Section 14 24 13.0025, paragraph 2.1.1.1.j Loading Type:
a. Revise Loading Type to read “C1”.
6. Specification Section 22 00 00, paragraph 2.3 Valves:
a. Add the following paragraph:
"2.3.6 Trap Seal Primer Valves Provide trap seal primer valves for seal maintenance of floor and shower drains. Primer valves shall be pressure activated and connected to the nearest cold water valve. Valves shall be automatically opened when a valve or faucet in the line is opened. A pressure drop of 3 psi shall activate all of the trap primers. Single valves may be used to serve up to 6 traps, provide manufacturers distribution system."
7. Specification Section 22 00 00, paragraph 3.3 Fixtures and Fixture Trimmings:
a. Add the following paragraph:
"3.3.9 Trap Seal Primer Valves Install valves to supply potable water to floor and shower drains per manufacturer's written instructions. Contractor shall select locations per manufacturer's recommendations."
8. Specification Section 26 27 29, paragraph 2.8 DISCONNECT SWITCHES:
a. Add the following sub-paragraph:
“2.8.1 Power Termination Panels Provide factory-assembled combination disconnect switch and interlocked receptacle for connection of power supply cable serving DFP’s where indicated. Switch and receptacle shall be rated 60A and suitable for operation at 120/240V, single phase, three wire, with ground. Switch enclosure shall be 304 stainless steel. Interlocking linkage between the receptacle and switch mechanism shall prevent insertion or removal of the plug while the switch is in the “ON” position or insertion of any other plug other than matching the receptacle. Provide receptacle and matching plug. Plug shall be turned over to NPTU for use by others. Cable connection from DFP to receptacle at Power Termination Panel is by others.”
9. Specification Section 27 10 00, paragraph 2.4.4 Patch Panels:
a. Add the following:
“Provide the following patch cord quantities and types:
1. Contract P100 – 450 Cat6 copper patch cords and 1300 2-strand multimode fiber optic cable patch cords with duplex LC connectors
2. Contract P099 – 2400 Cat6 copper patch cords and 2450 2-strand multimode fiber optic cable patch cords with duplex LC connectors For bidding purposes, cable length for all patch cords shall be 6 feet per patch cord. Contractor shall coordinate final length, location and connector type with contracting Officer during construction.”
10. Specification Section 31 62 14.20, paragraph 3.2.1.c:
a. In the first sentence, delete the words “and static”.
11. Specification Section 31 62 14.20, paragraph 3.4.1.c.1:
a. Change the second sentence to read: “The submittal shall be prepared and sealed by a Professional
Engineer registered in the United States and shall be made within three working days of the completion of the dynamic load test.”
12. Specification Section 31 62 16.19, paragraph 2.2.1 Points for Driving:
a. Change the first sentence to read: “Except for SMS anchor piles, provide either fabricated pile points conforming to ASTM A36 material or hardened pile shoes conforming to ASTM A27, Grade 65/35 cast steel.”
13. Specification Section 31 62 16.19, paragraph 2.3 Coating of Piles:
a. Change the first sentence to read: “Except for SMS anchor piles, steel piles shall be coated in accordance with Section 09 97 13.26 COATING OF STEEL STRUCTURES.”
b. DRAWINGS
1. Building 2701 (P100), Drawing C151:
a. Delete Note 2.
2. Building 2701 (P100), Drawing C200:
a. In note 12, change text in parentheses to read "(REFER TO MECHANICAL AND ELECTRICAL
DRAWINGS FOR LINES OF DEMARCATION)"
3. Building 2701 (P100), Drawing C220:
a. Change note in Zone B4 that currently reads:
i. “Purchase and install larger shelter works unit (8.00’ x 24.00’) for oxidizer storage.
Include air conditioning. See Drawing C151.”
b. To read as follows:
i. “Purchase and install 8.00’ x 24.00’ fiberglass shelter unit (similar to existing) for oxidizer storage. Unit shall include electrical power, communications, alarms, and air conditioning. Refer to Drawing C151 for general configuration. Submit shelter drawings and details for review and approval.”
4. Building 2701 (P100), Drawing A354:
a. Detail A2: Typical Horizontal Reveal:
i. Revise to read: “Typical Horizontal and Vertical Reveal.”
5. Building 2701 (P100), Drawing A603:
a. Provide “Type 1” door frame in lieu of “Type 4” door frame for the following doors:
i. Doors 328, 329, 330, 331, 348, 349 and 350.
6. Building 2701 (P100), Drawing A721, A722, A723:
a. Toilet Accessory Schedule;
i. Change TA-11 from Model B292 to B290.
ii. Change TA-19 from Model B6860 to B6861.
7. Building 2626 (P100), Drawing A201:
a. Detail A1: Revise note at the Metal Louver Gates to read:
i. “Metal Louver Gates – Pair 3’-0” x8’-0” RE:A3/C527 for similar gate detail at Trash Enclosure. Louver shall be as specified in Spec Section 08 92 00.
8. Building 2626 (P100), Drawing A355:
a. Detail A2: Typical Horizontal Reveal:
i. Revise to read: “Typical Horizontal and Vertical Reveal”
9. Building 2626 (P100), Drawing A723, Detail A2:
a. Modify the detail to provide integral sink molded into the countertop in lieu of an undermount sink.
10. Building 2701 (P100), Drawing A753, Detail A1:
a. Modify the detail to provide integral sink molded into the countertop in lieu of an undermount sink.
11. Building 2711 (P99), Drawing A355:
a. Detail C1: Typical Horizontal Reveal:
i. Revise to read: “Typical Horizontal and Vertical Reveal”
12. Building 2711 (P99), Drawing A721, A722, A723, A724, A725, A726:
a. Toilet Accessory Schedule;
i. Change TA-11 from Model B292 to B290.
ii. Change TA-19 from Model B6860 to B6861.
13. Building 2711 (P99), Drawing A755, Detail A1:
a. Modify the detail to provide integral sink molded into the countertop in lieu of an undermount sink.
14. Building 2314 (P99), Drawing A603:
a. Door Schedule:
i. Provide “Type F” door at door 321A.
ii. Provide “Type F” door at door 308.
iii. Provide “Type NL” door at door 300.
15. Pier X-Ray North (P100), Drawing MS416:
a. Change expansion joint type for AHP between pipe supports 614 and 615 from Type 3 to Type 2.
b. Change expansion joint type for DI between pipe supports 615 and 616 from Type 3 to Type 2.
16. Pier X-Ray South (P100), Drawing MS409:
a. Near grid line D1, delete the following note "EXISTING SECURITY TOWER TO BE
REMOVED BY CONTRACTOR" (note is covered in the demolition plan MD402).
17. Submarine Survival Mooring, Drawing SM-003:
a. Change the title of the view for Legs 5, 6, and 7 from “Stern View” to “Bow View”.
c. AMENDMENTS
1. Amendment No. 0006, Specifications Item number 23:
a. Included in this Amendment No. 0009 is the updated SCDHEC letter.
(End of Summary of Changes)
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