N62742-22-R-1319 AMD0008.pdf
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- Attached to
- FY22 P-2005 WORKING DOG TREATMENT FACILITY REPLACEMENT, JOINT BASE PEARL HARBOR-HICKAM, HAWAII
- Solicitation number
- N6274222R1319
About this file
This document summarizes Amendment 0008 to Solicitation N6274222R1319 from the Department of the Navy Naval Facilities Engineering Command for construction of a new veterinary treatment facility at Joint Base Pearl Harbor-Hickam in Hawaii.
The amendment provides revisions to contract drawings, specifications, and the project description. It removes references to visual display units and miscellaneous specialties from the project scope. It also updates specification sections to remove requirements for an AISC quality certification, washing machine accessories, and desiccant wheel specifications. Further updates include revising chain link fence fabric standards and interior distribution systems to allow fiberglass conduit.
The response due date is not extended by this amendment. Offerors must acknowledge receipt of the amendment by the time specified in the original solicitation. The construction project involves building a new facility to provide veterinary services to government-owned and privately-owned animals on the installation.
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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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
10A. MODIFICATION OF CONTRACT/ORDER NUMBER
10B. DATED (SEE ITEM 13)
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.
12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NUMBER IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
Previous edition unusable
2. AMENDMENT/MODIFICATION NUMBER
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
RFP N62742-22-R-13 9, 1602243, FY22 P-2005 WORKING DOG TREATMENT
FACILITY REPLACEMENT, JOINT BASE PEARL HARBOR-HICKAM, HAWAII
Amendment no. 0008 is continued on page 2
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.
NAVFAC PACIFIC
Construction Contracts Branch ( 33) 258 Makalapa Dr Ste 100
JBPHH HI 96860-3134
9A. AMENDMENT OF SOLICITATION NUMBER
N62742-22-R-13 9
1 6
9B. DATED (SEE ITEM 11)
29-Nov-202
17 Feb 2
RFP No. N6274222R1319 Amendment No. 0008
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
1.1 PROJECT TABLE OF CONTENTS
TABLE OF CONTENTS ______________ ______
• Delete Section 10 11 00 VISUAL DISPLAY UNITS from the Project Table of Contents in its entirety.
• Delete Section 10 99 00 MISCELLANEOUS SPECIALTIES from the Project Table of Contents in its entirety.
1.2 CONTRACT DRAWINGS
DOCUMENT 00 01 15 – LIST OF DRAWINGS
• PARA 1.2 CONTRACT DRAWINGS: The following drawings, bearing revision date of 2-9-2022, supersede previously issued drawings bearing the same number and title. The revised drawings accompany this Amendment. See Attachment (1).
NAVFAC
DWG NO.
SHEET
NO.
REVISION
NO. TITLE
19089348 LP104 1 LANDSCAPE PLAN - 4
19089350 LP106 1 LANDSCAPE PLAN - 6
19089352 LP108 1 LANDSCAPE PLAN - 8
19089363 S-005 1 TYPICAL DETAILS
19089392 A-121 1 COMPOSITE ROOF PLAN
19089426 A-523 1 AIR BARRIER DETAIL
19089427 A-524 1 DETAILS
19089428 A-531 1 INTERIOR WALL TYPES
19089439 A-542 1 TYPICAL INTERIOR FRAMING DETAILS
19089461 ID-601 2 ROOM FINISH SCHEDULE
19089462 ID-602 2 ROOM FINISH SCHEDULE - CONTINUED
19089465 ID-605 2 SIGNAGE SCHEDULE
19089510 M-003 1 MECHANICAL SITE PLAN
19089513 M-302 1 SECTION
19089577 E-104 2 ELECTRICAL PLAN – BLOCK 1A
19089578 E-105 2 ELECTRICAL PLAN – BLOCK 1B
19089580 E-107 2 ELECTRICAL PLAN – BLOCK 1D
19089624 E-801 2 PANEL SCHEDULES
19089625 E-802 2 PANEL SCHEDULES
19089626 E-803 2 PANEL SCHEDULES
19089658 ET401 1 ENLARGED TELECOM ROOM PLANS
19089695 Q-104 1 EQUIPMENT PLAN – BLOCK C
19089696 Q-105 1 EQUIPMENT PLAN – BLOCK D
• PARA 1.2 CONTRACT DRAWINGS: Changes as directed below shall be made to the respective drawings. Drawings incorporating the directed changes are not issued with this Amendment.
NAVFAC
DWG NO.
CHANGE
NO. SHEET NO./TITLE/DIRECTED CHANGES
19089313 CS-304 CIVIL SITE DETAILS - 4
(1) At Detail B3/CS-304 revise callout for “Bottom Rail or Tension Wire” to “Bottom Rail”.
(2) At Detail A1/CS-304 revise callout for “Bottom Rail or Tension Wire” to “Bottom Rail”.
19089327 CU-301 CIVIL UTILITY DETAILS - 1
(1) At Detail C1/CU-301, revise reference at callout for 8” Gate Valve from “##/CU-302” to “A1/CU-302”.
19089382 A-101 COMPOSITE FLOOR PLAN
(1) Below “INSTRUMENT”, insert Room Number “1C14B”
(2) Below “SCRUB”, insert Room number “1C14A”
19089385 A-104 FLOOR PLAN – BLOCK 1C
(1) Below “INSTRUMENT”, insert Room Number “1C14B”
(2) Below “SCRUB”, insert Room number “1C14A”
19089693 Q-102 EQUIPMENT PLAN – BLOCK A
(1) At POA Exam Room 1A04, insert “M1803”next to Vet Exam Table
UV025
(2) At POA Exam Room 1A02, insert “M1803”next to Vet Exam Table
UV025
1.3 SPECIFICATIONS
SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS
• PARA 1.9 PARTNERING: At the beginning of this paragraph, insert “The Contractor shall host the partnering session within 45 calendar days of contract award.”
SECTION 01 35 26 GOVERNMENT SAFETY REQUIREMENTS
• PARA. 1.8 ACCIDENT PREVENTION PLAN (APP), 2nd paragraph, Line 2: at the end of the first sentence, add “and not less than 10 calendar days prior to the date of the Preconstruction Conference for acceptance.”
SECTION 01 45 00.00 20 QUALITY CONTROL
• PARA. 1.4.2 Acceptance of the Construction Quality Control (QC) Plan: At the beginning of this paragraph, insert “Submit a Construction QC Plan within 30 calendar days of contract award.”
SECTION 01 57 19 – PAVEMENT MARKINGS TEMPORARY ENVIRONMENTAL CONTROLS
(Correction to Amendment 0006)
• PARA. 3.15 CHLORDANE AND PESTICIDE IMPACTED SOILS (PIS), Para 4, Lines 1-2: revise first sentence to delete “beneath building structures and”.
SECTION 05 12 00 – STRUCTURAL STEEL
• PARA 1.2 SUBMITTALS: Under SD-07 Certificates, delete “AISC Structural Steel Erector Quality
Certification”
• PARA. 1.3 AISC QUALITY CERTIFICATION: At 2nd paragraph, delete “Work must be erected by an AISC Structural Steel Certified Erector, in accordance with AISC 207, Category CSE. Submit AISC Structural Steel erector quality certification.”
SECTION 07 24 00 – EXTERIOR FINISH SYSTEM S
• PARA 3.3.1 Sheathing Board: Delete this paragraph in its entirety.
SECTION 09 51 00 – ACOUSTICAL CEILING TILE
• PARA 2.2.2.7 Finish: Delete paragraph and replace with the following: “White vinyl membrane with mold and mildew-resistant, washable, scrubbable, water-repellant, impact-resistant, scratch-resistant, and soil-resistant surface. Provide disinfectable panels, suspension systems, and trim.”
SECTION 10 11 00 – VISUAL DISPLAY UNITS
• Delete Section 10 11 00 – VISUAL DISPLAY UNITS in its entirety.
SECTION 10 99 00 – MISCELLANEOUS SPECIALTIES
• Delete Section 10 99 00 – MISCELLANEOUS SPECIALTIES in its entirety.
SECTION 22 00 70 - PLUMBING FOR HEALTHCARE FACILITIES ___________________
(Correction to Amendment 0006)
• PART 2 PRODUCTS: Delete the following, which was added via Amendment 0006:
“2.24 Washing Machine Accessories
2.24.1 Washing Machine Box
Provide hot dipped galvanized steel, hot water, cold water and center waste fitting. Box shall be designed for recessed mounting.
2.24.2 Washing Machine Water Supply Valve
Provide washing machine valve, top handle, 3/4-inch hose outlet.
2.24.3 Washing Machine Connectors
3/4-inch flexible braided stainless steel water supply connector, PVC body, maximum working pressure 125 psi, maximum working temperature 180 degrees F.”
SECTION 23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST
SYSTEMS
• PARA 1.1 REFERENCES: After U.S. National Archives and Records Administration (NARA), SCAQMD Rule 1168, (2017) Adhesive and Sealant Applications, insert the following:
“U.S. DEPARTMENT OF DEFENSE (DOD)
MIL-STD-101 (2014; Rev C) Color Code for Pipelines and for Compressed Gas Cylinders”
• PARA 2.12.1 Desiccant Wheel: Delete this paragraph and replace with the following:
“2.12.1 Total Energy Wheel
The air-handling unit shall have an AHRI certified total energy recovery wheel sized per the ventilation requirement of the unit. The air handling unit nameplate shall bear the AHRI certification label. The energy recovery cassette shall be an Underwriters Laboratories (UL) Recognized Component certified for mechanical, electrical, and fire safety in accordance with UL Standards. The energy recovery wheel cassette frame shall be insulated and incorporate a rotary wheel with all necessary seals, drive motor, and drive belts. The total energy recovery wheel shall incorporate a desiccant without the use of binders or adhesives. Coated segments shall be washable using standard detergent or alkaline-based coil cleaners. The desiccant shall not dissolve in the presence of water or high humidity. The rim shall be of continuous rolled stainless steel and forms an even concentric circle, preventing leakage around the rim and minimizing the wear of components. All diameter and perimeter seals shall be provided as part of the cassette assembly. Perimeter seals shall be self-adjusting; diameter seals are adjustable. The wheel drive motor shall be thermally protected and UL Component Recognized. Drive belts shall not require belt tensioners. Wheel bearings shall be permanently sealed and lubricated and have a minimum L-10 life of 400,000 hours. The energy recovery wheel shall be provided in the form of removable segments. The segments shall be removable without the use of tools to facilitate maintenance and cleaning as required. The cassette shall be removable through the energy recovery section side panel. Access doors shall be provided immediately upstream and downstream of the energy recovery wheel cassette. The air handling unit shall be constructed with internal bypass dampers to bypass air around the wheel during economizing. The pressure drop across the wheel does not increase during economizing. The energy recovery wheel section shall incorporate a variable effectiveness / exhaust air bypass damper to control the energy wheel recovery capacity. The variable effectiveness control shall have the ability to modulate the total energy recovery effectiveness to 40 percent of the initial total recovery capacity. The energy recovery wheel shall be warranted for a period of five years.”
SECTION 26 20 00 - INTERIOR DISTRIBUTION SYSTEM __________________________
(Correction to Amendment 0006)
• PARA. 2.1.4 2.2.2 Rigid Nonmetallic Conduit: Add the following to the end of the sentence: “, or fiberglass conduit, in accordance with NEMA TC 14.”
SECTION 32 31 13 – CHAIN LINK FENCES AND GATES
• PARA. 1.1 REFERENCES: Replace “ASTM A116, (2011) Standard Specification for Metallic-
Coated, Steel Woven Wire Fence Fabric” with “ASTM A392 (2011a; R 2017) Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric”
• PARA 2.1 SYSTEM DESCRIPTION: Line 1: Replace “A116” with “A392, Class 2”
• PARA 2.2.1 Fabric, Line 2: Replace “A116” with “A392, Class 2”
• PARA 2.2.15 Gate Hardware and Accessories, Line 1: Replace “A116” with “A392, Class 2”
• PARA. 2.3.1 Zinc Coating, 2nd paragraph: Replace “Provide zinc coating of weight not less than 1.94 ounces per square foot, as determined from the average result of two specimens, when tested in accordance with ASTM A90/A90M.” with the following:
“Fence fabric shall conform to the requirements of ASTM A392, Class 2 with zinc coating not less than 2.0 ounces per square foot of uncoated wire surface. Fence fittings with zinc coating of not less than 1.2 ounces per square foot in conformance with ASTM F626 are acceptable. Weight of coating as determined from the average result of two specimens, when tested in accordance with ASTM A90/A90M.”
-- End of Summary of Changes --
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