N4008526R0058 0006.pdf
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- Attached to
- Design-Build (DB) Barracks Initiative (Package #2), Marine Corps Base (MCB) Camp Lejeune, North Carolina
- Solicitation number
- N4008526R0058
About this file
This is Amendment 0006 to a federal solicitation issued by NAVFACSYSCOM MID-ATLANTIC for a Navy construction project (WO# 1894554). The amendment, effective 08 July 2026, addresses responses to pre-proposal inquiries and provides continuation sheets with technical modifications for two separate facilities: French Creek and Hadnot Point. The Phase II proposal due date remains 27 July 2026 at 2:00 P.M. EDT.
The amendment incorporates government responses to 31 pre-proposal inquiries clarifying contractor responsibilities for asbestos testing, hazardous materials abatement, temporary utilities, backfill materials, demolition permits, site security, damage liability, project scope boundaries, and closeout documentation. Key technical revisions include updating ASHRAE standards from 2022 to 2024, modifying exterior enclosure specifications, adding security window requirements per UFC 4-026-01, requiring ligature-proof covers for PTAC/PTHP units, and revising telecommunications outlet configurations. The amendment specifies demolition of structures within ten feet of buildings, removal of pavement and utilities, and demolition of mechanical/power brick enclosures housing HVAC and electrical equipment. Additional modifications address foundation systems, emergency lighting and power reliability for specific sites, equipment drying areas with specifications for covered hardstands, thermostat covers, and two new technical attachments regarding A2L refrigerants and piercing turning performance analysis. The contractor is responsible for all associated costs related to environmental compliance, testing, and remediation activities.
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Text version
1. Responses to Pre-Proposal Inquiries (PPIs):
2. CONTINUATION SHEET FRENCH CREEK
Replace
B201001 Exterior Enclosure combination of brick masonry, concrete unit masonry, or non-structural / architectural precast concrete to match installation standards referenced in Part 3
B201011 Sun Control Devices (Exterior) that requirements of UFC 3-101-
B202001 Windows evaluating the project program security requirements using UFC 4-026-01. There are no forced entry
D305006 Packaged Units
Add for all PTAC/PTHP unit controls/thermostats to minimize/eliminate access to the controls of the unit and to help prevent damage to the unit. Provide Ligature- proof covers for all PTAC/PTHP units to help
D503001 Telecommunications Systems
Revise during design and must support the standard room module configuration provided in Part 3A, Section 4.2
D509002 Emergency Lighting and Power
2.6 Special Design Challenges
A10 Foundations
Revise - CHAPTER 6 / ESR A10 -three pages.
A101002 Deep Foundations the Geotechnical Engineer of Record and meeting specified performance criteria are technically
F2010 1.1 GENERAL DEMOLITION
Add:
Demolition of the structure and all improvements within ten feet of the building, Removal of pavement, sidewalks, utilities, and other site improvements is required to construct the new facilities. Any/all demo required for new improvements must be included; all abandoned utilities must be removed from site.
G204090 Other Site Improvements feet, in accordance with FC-4-721-10N. Each drying area will be located adjacent to the corresponding equipment wash-down area on a concrete hardstand and will be covered with a standing-seam metal roof to provide weather protection. The area will be semi-enclosed or open and is not required to be fully enclosed. Division into separate sections and lockable gates are not required. Horizontal support members will be designed to accommodate a minimum hanging load of 490 pounds per linear foot. The concrete
Add the following to specification 23 81 00 section 2.3.1.10 end of 1st paragraph:
Provide wall mounted thermostat with cover.
Add INTERIM TECHNICAL GUIDANCE - ALIGNING TO INDUSTRY
Add Ladder 251
3. CONTINUATION SHEET HADNOT POINT
B201001 Exterior Enclosure combination of brick masonry, concrete unit masonry, or non-structural / architectural precast concrete to match installation standards referenced in Part 3
B201011 Sun Control Devices (Exterior) that requirements of UFC 3-101-
B202001 Windows
Replace evaluating the project program security requirements using UFC 4-026-01. There are no forced entry
Packaged Units
Add for all PTAC/PTHP unit controls/thermostats to minimize/eliminate access to the controls of the unit and to help prevent damage to the unit. Provide Ligature- proof covers for all PTAC/PTHP units to help
D503001 Telecommunications Systems during design and must support the standard room module configuration provided in Part 3A, Section 4.2
D509002 Emergency Lighting and Power
2.6 Special Design Challenges
A10 Foundations
Revise - CHAPTER 6 / ESR A10 -three pages.
A101002 Deep Foundations the Geotechnical Engineer of Record and meeting specified performance criteria are technically
F2010 1.1 GENERAL DEMOLITION
Add:
Demolition of the structure and all improvements within ten feet of the building, Removal of pavement, sidewalks, utilities, and other site improvements is required to construct the new facilities. Any/all demo required for new improvements must be included; all abandoned utilities must be removed from site.
G204090 Other Site Improvements feet, in accordance with FC-4-721-10N. Each drying area will be located adjacent to the corresponding equipment wash-down area on a concrete hardstand and will be covered with a standing-seam metal roof to provide weather protection. The area will be semi-enclosed or open and is not required to be fully enclosed. Division into separate sections and lockable gates are not required. Horizontal support members will be designed to accommodate a minimum hanging load of 490 pounds per linear foot. The concrete
Add the following to specification 23 81 00 section 2.3.1.10 end of 1st paragraph:
Provide wall mounted thermostat with cover.
Add INTERIM TECHNICAL GUIDANCE - ALIGNING TO INDUSTRY
Add Ladder 251
4. ATTACHMENTMENT O D21 - Ladder 251 - Pierce Turning Performance Analysis
5. ATTACHMENTMENT P D20 - ITG A2L Refrigerants for Navy and Marine Corps Facilities
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