Am_0005_specs.pdf

Am #0005 - 2 (Continuation SF 30)

10 MAY 2024

Solicitation No. W9128F24R0013

Date of Issue: 01 NOV 2023 Date of Receiving Proposals: 15 MAY 2024

SUBJECT: Amendment No. 0005 to Request for Proposal Solicitation Package for Design and Construction of

DISASTER RESILIENCY PROGRAM BUILDING 649

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment. For convenience, on the revised specification pages, changes have been identified by “[*Am- 4”(underlining of added text and/or strikeout of deleted text).

Pages or Sections Deleted Pages or Sections Substituted or Added 01 74 19 01 74 19* 01 81 00 01 81 00* 01 86 10 01 86 10* 01 86 26 01 86 26* 01 89 00 01 89 00*

APPENDIX A APPENDIX A – REVISING SHEETS

Bidder inquiry 10746633 clarification—Access to GDT sites has been provided off of the security access roads instead of the airfield to allow for creation of free zones to the GDT sites. A free zone to Bldg.

649 will be created by the contractor in coordination with airfield management.

b. Drawings (Reissued). The following drawings are revised with latest revision date indicated on each sheet and reissued with this amendment.

(1) Sheet GI102, GENERAL SITE PLAN

(2) Sheet CS104, SITE PLAN AREA 4

(3) Sheet CS105, SITE PLAN AREA 5

(4) Sheet CU100, UTILITY PLAN OVERVIEW

(5) Sheet CU104, UTILITY PLAN AREA 4

(6) Sheet CU105, UTILITY PLAN AREA 5

(7) Sheet AD111, HANGAR BAY 1 DEMO PLAN

(8) Sheet AD112, HANGAR BAY 2 DEMO PLAN

(9) Sheet AD113, HANGAR BAY 3 DEMO PLAN

Am #0005 - 3 (Continuation SF 30)

(10) Sheet AD116, AREA “C” DEMO PLAN

(11) Sheet AD120, MEZZANINE DEMO PLAN

(12) Sheet A-111, HANGAR BAY 1 FLOOR PLAN

(13) Sheet A-112, HANGAR BAY 2 FLOOR PLAN

(14) Sheet A-113, HANGAR BAY 3 AND AGE BAY FLOOR PLAN

(15) Sheet A-121, AREA “B” MEZZANINE FLOOR PLAN

(16) Sheet I-116, AREA “C” FURNITURE PLAN

2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.

3. Electronic Proposal/Email. See Section 00 22 00 for how to submit electronic proposals.

4. Electric Offers will be received until 2:00 p.m., local time at place of receiving proposals, 15 MAY 2024, as stated in the Request For Proposal.

Attachments:

Spec Pages listed in 1.a. above Dwgs. listed in 1.b. above (provided under separate cover)

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

10 MAY 2024

jmh/2181

DRP Bldg 649 Renovation PN503729 - Grand Forks AFB, ND GFND00101

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 74 19

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

02/ 19, CHG 3: 11/ 21

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Co-mingle

1.2.2 Construction Waste

1.2.3 Demolition Debris/Waste

1.2.4 Disposal

1.2.5 Diversion

1.2.6 Final Construction Waste Diversion Report

1.2.7 Recycling

1.2.8 Reuse

1.2.9 Salvage

1.2.10 Source Separation

1.3 CONSTRUCTION WASTE (INCLUDES DEMOLITION DEBRIS/WASTE)

1.4 CONSTRUCTION WASTE MANAGEMENT

1.4.1 Implementation of Construction Waste Management Program

1.4.2 Oversight

1.4.3 Special Programs

1.4.4 Special Instructions

1.4.5 Waste Streams

1.5 SUBMITTALS

1.6 MEETINGS

1.7 CONSTRUCTION WASTE MANAGEMENT PLAN

1.8 RECORDS (DOCUMENTATION)

1.8.1 General

1.8.2 Accumulated

1.9 REPORTS

1.9.1 General

1.9.2 Quarterly Reporting

1.9.3 Annual Reporting

1.10 FINAL CONSTRUCTION WASTE DIVERSION REPORT

1.11 COLLECTION

1.11.1 Source Separation Method

1.11.2 Other Methods

1.12 DISPOSAL

1.12.1 Reuse

1.12.2 Recycle

1.12.3 HAZMART Disposal

1.12.4 Waste

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 74 19 Page 1

-- End of Section Table of Contents --

SECTION 01 74 19 Page 2

SECTION 01 74 19

CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

02/ 19, CHG 3: 11/ 21

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 273 Standards for Universal Waste Management

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

49 CFR 178 Specifications for Packagings

1.2 DEFINITIONS

1.2.1 Co-mingle

The practice of placing unrelated materials together in a single container, usually for benefits of convenience and speed.

1.2.2 Construction Waste

Waste generated by construction activities, such as scrap materials, damaged or spoiled materials, temporary and expendable construction materials, and other waste generated by the workforce during construction activities.

1.2.3 Demolition Debris/Waste

Waste generated from demolition activities, including minor incidental demolition waste materials generated as a result of Intentional dismantling of all or portions of a building, to include clearing of building contents that have been destroyed or damaged.

1.2.4 Disposal

Depositing waste in a solid waste disposal facility, usually a managed landfill or incinerator, regulated in the US under the Resource Conservation and Recovery Act (RCRA).

1.2.5 Diversion

The practice of diverting waste from disposal in a landfill or incinerator, by means of eliminating or minimizing waste, or reuse of materials.

SECTION 01 74 19 Page 3

1.2.6 Final Construction Waste Diversion Report

A written assertion by a material recovery facility operator identifying constituent materials diverted from disposal, usually including summary tabulations of materials, weight in short-ton.

1.2.7 Recycling

The series of activities, including collection, separation, and processing, by which products or other materials are diverted from the solid waste stream for use in the form of raw materials in the manufacture of new products sold or distributed in commerce, or the reuse of such materials as substitutes for goods made of virgin materials, other than fuel.

1.2.8 Reuse

The use of a product or materials again for the same purpose, in its original form or with little enhancement or change.

1.2.9 Salvage

Usable, salable items derived from buildings undergoing demolition or deconstruction, parts from vehicles, machinery, other equipment, or other components.

1.2.10 Source Separation

The practice of administering and implementing a management strategy to identify and segregate unrelated waste at the first opportunity.

1.3 CONSTRUCTION WASTE (INCLUDES DEMOLITION DEBRIS/WASTE)

Divert a minimum of 60 percent by weight of the project construction waste and demolition debris/waste from the landfill or incinerator. Follow applicable industry standards in the management of waste. Apply sound environmental principles in the management of waste. (1) Practice efficient waste management when sizing, cutting, and installing products and materials and (2) use all reasonable means to divert construction waste and demolition debris/waste from landfills and incinerators and to facilitate the recycling or reuse of excess construction materials.

1.4 CONSTRUCTION WASTE MANAGEMENT

Implement a Construction Waste Management Program for the project. Take a pro-active, responsible role in the management of construction construction waste, recycling process, disposal of demolition debris/waste, and require all subcontractors, vendors, and suppliers to participate in the Construction Waste Management Program. Establish a process for clear tracking, and documentation of construction waste and demolition debris/waste.

1.4.1 Implementation of Construction Waste Management Program

Develop and document how the Construction Waste Management Program will be implemented in a Construction Waste Management Plan. Submit a Construction Waste Management Plan to the Contracting Officer for approval. Construction waste and demolition debris/waste materials include un-used construction materials not incorporated in the final work, SECTION 01 74 19 Page 4 as well as demolition debris/waste materials from demolition activities or deconstruction activities. In the management of waste, consider the availability of viable markets, the condition of materials, the ability to provide material in suitable condition and in a quantity acceptable to available markets, and time constraints imposed by internal project completion mandates.

1.4.2 Oversight

The Quality Control Manager, as specified in Section 01 45 00.00 10 QUALITY CONTROL, is responsible for overseeing and documenting results from executing the Construction Waste Management Plan for the project.

1.4.3 Special Programs

Implement any special programs involving rebates or similar incentives related to recycling of construction waste and demolition debris/waste materials. Retain revenue or savings from salvaged or recycling, unless otherwise directed. Ensure firms and facilities used for recycling, reuse, and disposal are permitted for the intended use to the extent required by federal, state, and local regulations.

1.4.4 Special Instructions

Provide on-site instruction of appropriate separation, handling, recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the projects. Designation of single source separating or commingling will be clearly marked on the containers.

1.4.5 Waste Streams

Delineate waste streams and characterization, including estimated material types and quantities of waste, in the Construction Waste Management Plan.

Manage all waste streams associated with the project. Typical waste streams are listed below. Include additional waste streams not listed:

a. Land Clearing Debris

b. Asphalt

c. Masonry and CMU

d. Concrete

e. Metals (e.g. banding, stud trim, ductwork, piping, rebar, roofing, other trim, steel, iron, galvanized, stainless steel, aluminum, copper, zinc, bronze, etc.)

f. Wood (nails and staples allowed)

g. Glass

h. Paper

i. Plastics (PET, HDPE,PVC,LDPE,PP,PS, Other)

j. Gypsum

k. Non-hazardous paint and paint cans

l. Carpet

m. Ceiling Tiles

n. Insulation

o. Beverage Containers

1.5 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that

SECTION 01 74 19 Page 5 will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Waste Management Plan ; G, RO

SD-06 Test Reports

Quarterly Reports

Annual Report

SD-11 Closeout Submittals

Final Construction Waste Diversion Report ; G, RO

1.6 MEETINGS

Conduct Construction Waste Management meetings. After award of the Contract and prior to commencement of work, schedule and conduct a meeting with the installation Hazardous Waste Program Manager and the Contracting Officer to discuss the proposed Construction Waste Management Plan and to develop a mutual understanding relative to the management of the Construction Waste Management Program and how waste diversion requirements will be met.

The requirements of this meeting may be fulfilled during the coordination and mutual Understanding meeting outlined in Section 01 45 00.00 10 QUALITY CONTROL. At a minimum, discuss and document waste management goals at following meetings:

a. Preconstruction meeting.

b. Regular Quality Control meetings.

c. Work safety meeting (if applicable).

1.7 CONSTRUCTION WASTE MANAGEMENT PLAN

Submit Construction Waste Management Plan within 30 calendar days after notice to proceed. Revise and resubmit Construction Waste Management Plan until it receives final approval from the installation Hazardous Waste Program Manager and the Contracting Officer, in order for construction to begin. Execute demolition or deconstruction activities in accordance with Section 02 41 00 DEMOLITION. Manage demolition debris/waste or deconstruction materials in accordance with the approved Construction Waste Management Plan.

An approved Construction Waste Management Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations or meeting project cumulative waste diversion requirement.

Ensure all subcontractors receive a copy of the approved Construction Waste Management Plan. The plan demonstrates how to meet the project waste diversion requirement. Also, include the following in the plan:

a. Identify the names of individuals responsible for waste management and waste management tracking, along with roles and responsibilities on the project.

SECTION 01 74 19 Page 6

b. Actions that will be taken to reduce solid waste generation, including coordination with subcontractors to ensure awareness and participation.

c. Description of the regular meetings to be held to address waste management.

d. Description of the specific approaches to be used in recycling/reuse of the various materials generated, including the areas on site and equipment to be used for processing, sorting, and temporary storage of materials.

e. Name of landfill and/or incinerator to be used.

f. Identification of local and regional re-use programs, including non-profit organizations such as schools, local housing agencies, and organization that accept used materials such as material exchange networks and resale stores. Include the name, location, phone number for each re-use facility identified, and provide a copy of the permit or license for each facility.

g. List of specific materials, by type and quantity, that will be salvaged for resale, salvaged and reused on the current project, salvaged and stored for reuse on a future project, or recycled.

Identify the recycling facilities by name, address, and phone number.

h. Identification of materials that cannot be recycled or reused with an explanation or justification, to be approved by the Contracting Officer.

i. Description of the means by which any materials identified in item (g) above will be protected from contamination.

j. Description of the means of transportation of the recyclable materials (whether materials will be site-separated and self-hauled to designated centers, or whether mixed materials will be collected by a waste hauler and removed from the site).

k. Copy of training plan for subcontractors and other services to prevent contamination by co-mingling materials identified for diversion and waste materials.

l. Identification of at least 5 construction or demolition material streams for diversion.

n. Facilities or subcontractors offering construction waste transport on-site or off-site must ensure that proper shipping orders, bill of lading, manifests, or other shipping documents containing waste diversion information meet requirements of 40 CFR 273 Universal Waste Management, 49 CFR 173 Shippers - General Requirements for Shipments and Packagings, and 49 CFR 178 Specifications for Packaging.

Individuals signing manifests or other shipping documents should meet the minimum training requirements.

o. List each supplier who deliver construction materials, in bulk, or package products in returnable containers or returnable packaging, or have take-back programs. List each program and the applicable material to actively monitor and track to assist in meeting waste diversion requirements on the project.

SECTION 01 74 19 Page 7

Distribute copies of the waste management plan to each subcontractor, Quality Control Manager, and the Contracting Officer.

1.8 RECORDS (DOCUMENTATION)

1.8.1 General

Maintain records to document the types and quantities of waste generated and diverted though re-use, recycling and/or sale to third parties;

through disposal to a landfill or incinerator facility. Provide explanations for any materials not recycled, reused or sold. Collect and retain manifests, weight tickets, sales receipts, and invoices specifically identifying diverted project waste materials or disposed materials.

1.8.2 Accumulated

Maintain a running record of materials generated and diverted from landfill disposal, including accumulated diversion rates for the project.

Make records available to the Contracting Officer and installation POC during construction or incidental demolition activities. Provide a copy of the diversion records to the Contracting Officer and installation POC upon completion of the construction, incidental demolitions or minor deconstruction activities.

1.9 REPORTS

1.9.1 General

Maintain current construction waste diversion information on site for periodic inspection by the Contracting Officer and installation POC.

Include in the quarterly reports, annual reports and final reports: the project name, contract information, information for waste generated, diverted and disposed of for the current reporting period and show cumulative totals for the project. Reports must identify quantifies of waste by type and disposal method. Also include in each report, supporting documentation to include manifests, weigh tickets, receipts, and invoices specifically identifying the project and waste material type and weighted sum.

1.9.2 Quarterly Reporting

Provide cumulative reports at the end of each quarter (December, March, June, and September, corresponding with the federal fiscal year for reporting purposes). Submit quarterly reports not later than 15 calendar days after the preceding quarter has ended. Submit Quarterly Reports to the appropriate office or identified point of contact.

1.9.3 Annual Reporting

Provide a cumulative construction waste diversion report annually. Submit annual report not later than 30 calendar days after the preceding fourth quarter has ended. Provide copy of annual construction waste diversion report to the installation POC.

1.10 FINAL CONSTRUCTION WASTE DIVERSION REPORT

A Final Construction Waste Diversion Report is required at the end of the

SECTION 01 74 19 Page 8 project. Provide Final Construction Waste Diversion Report 60 days prior to the Beneficial Occupancy Date (BOD). The final Construction Waste Diversion Report must be included in the Sustainability eNotebook in accordance with Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING.

1.11 COLLECTION

Collect, store, protect, and handle reusable and recyclable materials at the site in a manner which prevents contamination, and provides protection from the elements to preserve their usefulness and monetary value. Provide receptacles and storage areas designated specifically for recyclable and reusable materials and label them clearly and appropriately to prevent contamination from other waste materials. Keep receptacles or storage areas neat and clean.

Train subcontractors and other service providers to either separate waste streams or use the co-mingling method as described in the Construction Waste Management Plan. Handle hazardous waste and hazardous materials in accordance with applicable regulations and other applicable contract requirements. Separate materials by one of the following methods described herein:

1.11.1 Source Separation Method

Separate waste products and materials that are recyclable from trash and sort as described below into appropriately marked separate containers and then transport to the respective recycling facility for further processing. Deliver materials in accordance with recycling or reuse facility requirements (e.g., free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process). Separate materials into the category types as defined in the Construction Waste Management Plan.

1.11.2 Other Methods

Other methods proposed by the Contractor may be used when approved by the Contracting Officer.

1.12 DISPOSAL

Control accumulation of waste materials and trash. Recycle or dispose of collected materials off-site at intervals approved by the Contracting Officer, in compliance with paragraph 1.4 of this section, and and in compliance with waste management procedures as described in the waste management plan. Except as otherwise specified in other sections of the specifications, recyle or dispose of in accordance with the following:

1.12.1 Reuse

Give first consideration to reusing construction and demolition materials as a disposition strategy. Recover for reuse materials, products, and components as described in the approved Construction Waste Management Plan. Coordinate with the Contracting Officer to identify onsite reuse opportunities or material sales or donation available through Government resale or donation programs. Consider the sale or donation of waste suitable for reuse.

Base CES will salvage the high-density storage, high-bay light fixtures, [*Am-0005] electrical breakers [**Am-0005] and locks in the building. CES

SECTION 01 74 19 Page 9 may also desire to salvage mechanical equipment. Coordinate timing of CES's salvage operations by providing at least two weeks notice of when they can salvage materials.

1.12.2 Recycle

Recycle non-hazardous construction and demolition/debris materials that are not suitable for reuse. Track rejection of contaminated recyclable materials by the recycling facility. Rejected recyclables materials will not be counted as a percentage of diversion calculation.

1.12.3 HAZMART Disposal

Dispose of all fluorescent lamps, HID lamps, mercury (Hg) containing thermostats and ampoules through the HAZMART as a Universal Waste. Do not crush lamps on site as this creates a hazardous waste stream with additional handling requirements. Dispose of PCBs containing ballasts and electrical components through the HAZMART. Properly collect and containerize in DOT-approved shipping containers, also approved by the HWMP, universal waste and PCBs. Properly label the containers in accordance with all federal regulations. Deliver all universal waste and PCBs requiring disposal to the HAZMART.

1.12.4 Waste

Dispose by landfill or incineration only those waste materials not listed above with no practical use, economic benefit, or recycling opportunity.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used. -- End of Section --

SECTION 01 74 19 Page 10

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 81 00

SUMMARY OF THE WORK

04/21

PART 1 GENERAL

1.1 REFERENCES

1.2 DESIGN AND CONSTRUCTION OBJECTIVES

1.3 PROJECT SCOPE

1.3.1 Renovate Bldg. 649

1.3.2 Ground Data Terminals (GDT) Equipment Pads

1.3.3 Clarifications to Ground to Facility ICD -Annex C

1.3.4 Facility Functions

1.3.5 Site and Infrastructure Functions

1.3.6 Project Site

1.4 DESIGN AND CONSTRUCTION REQUIREMENTS

1.4.1 Changes to RFP Criteria Requirements

1.4.2 Codes and Criteria

1.4.3 Phasing of Work, Security, and Construction Staging

1.4.4 Sustainability

1.4.4.1 Criteria

1.4.4.2 Total Building Commissioning

1.4.4.3 Cybersecurity

1.4.4.4 Third Party Certification/Validation

1.4.5 Bridging Documents

1.4.6 Design and Construction Measurement Units

1.4.7 Personnel Qualifications and Experience

1.4.8 Design and Construction Deliverables

1.4.9 Advanced Modeling and Facility Data Requirements

1.4.10 Operations and Maintenance Requirements

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 81 00 Page 1

SECTION 01 81 00

SUMMARY OF THE WORK

04/21

PART 1 GENERAL

1.1 REFERENCES

The design publications listed below shall be used as sources of criteria for the design. Where a date is not specified, the most current edition of the code or standard in effect, including errata and addenda available at the RFP proposal submission deadline shall be used as criteria for the design. The criteria from these sources may be supplemented but not supplanted, by applicable criteria contained in nationally recognized codes and standards.

AIR FORCE CRITERIA

AFCEC Standard Design (2018) Standard Design Draft Air Force Fighter/AMU Facility

INTELLIGENCE COMMUNITY STANDARD (ICS)

ICD/ICS 705 (2021)Technical Specification for Construction and Management of Sensitive Compartmented Information Facilities

ICS 705-1 (2010)Physical and Technical Security Standard for Sensitive Compartmented Information Facilities

U.S. DEPARTMENT OF DEFENSE (DOD)

DoDM 5205.07 V3 Special Access Program Security Manual

UFC 1-200-01 DoD Building Code

UFC 1-200-02 High Performance and Sustainable Building Requirements

UFC 3-101-01 Architecture

UFC 3-210-10 Low Impact Development

UFC 4-010-06 Cybersecurity of Facility-Related Control Systems

UFC 4-211-01 Aircraft Maintenance Hangars

UFC 4-010-05 SCIF/SAPF Planning, Design, and Construction

1.2 DESIGN AND CONSTRUCTION OBJECTIVES

The renovation of Building 649 is part of the Disaster Resiliency Program (DRP). Purpose of the DRP is to provide the Air Force with "flex space"

SECTION 01 81 00 Page 2 for unanticipated events such as natural disasters and allow for capacity to quickly reconstitute facilities and affected operations. As part of DRP Phase 2 other buildings may begin construction near Bldg. 649 toward the end of this contract.

[*Am-0005] deleteted text T his [**Am-0005] project also consists of construction of two Ground Data Terminals (GDT) equipment pads and associated sitework.

Bldg. 649 is an existing, 3-bay hangar with an additional storage bay that was designed in 1985 and construction completed in 1989. It is currently occupied, but the users will vacate the premises once construction begins.

Access to the building during design will need to be coordinated through Grand Forks AFB Civilian Engineering Squadron (CES).

Category code for this facility is 211111 Maintenance Hangar. The facility is to have a 25-year useful design life before re-use/re-purpose.

The concept design and Room Data Sheets, both attached as appendicies, have been developed using UFC 4-211-01 and Standard Design for Air Force Fighter Hangar/AMU Facility. As the hangar is existing and some of the functions and/or spaces to not fully correspond to these documents, the design and construction shall continue to use these standards for guidance as applicable. [*Am-0003] USACE and the Air Force recognize that Bldg. 649 will not be fully compliant with UFC 4-211-01, and a waiver will be persued. Contractor shall compile the information for the waiver, and the Air Force will submit. [**Am-0003]

1.3 PROJECT SCOPE

1.3.1 Renovate Bldg. 649

Renovate existing hangar Bldg. 649 as described in this RFP and its appendices for use as an Aircraft Maintenance Facility (AMF) for DRP.

Total square footage as provided by CES is 145,324 s.f. of which the occupiable mezzanine level is approximately 3,756 s.f. of that total.

Additional enclosed mezzanine space will be provided and sized by the contractor. A new entry and new mezzanine restrooms will be provided as part of this project. The new entry is +/- 550 s.f. plus an additional +/- 100 s.f. entry porch. The new mezzanine restrooms will provide +/- 200 s.f. additional space. Some additional paving is required at Bldg. 649.

1.3.2 Ground Data Terminals (GDT) Equipment Pads

Provide two sets of GDT equipment pad sites with utilities, antenna towers and pads, lightweight communication buildings, fencing, and associated access roads as indicated in the Concept Drawings and in the appendix labeled "Ground to Facility ICD - Annex C". [*Am-0003] FAA Form 7460-1 is to be submitted by the contractor with a copy sent to CES. [**Am-0003] [*Am-0005] Coordinate with base security and place the fencing for each GDT as shown in the plans. Once fencing is in place, create opening in airfield fence and construct lockable gates as shown in the plans. Once the new fence and gates are in place, the fenced area will become a contractor controlled zone throughout the remainder of the construction activities inside each GDT fenced area. [**Am-0005]

1.3.3 Clarifications to Ground to Facility ICD -Annex C

References in the Ground to Facility ICD - Annex C clarifications as

SECTION 01 81 00 Page 3 follows:

a. Paragraphs 3.1 and 3.2 references to Joint Use Area (JUA) and Operations Area (OA) are not applicable to this project. As such, communication lines will be run for this project from the Base Comms Hut (the comm hut is part of a separate project) to Bldg. 649 as indicated in Figure 7.

b. Para. 3.3.1 for the Lightweight Communications Buildings are a part of this contract (one per each GDT site).

c. Para. 3.4.1 does not apply to this project.

d. Para. 3.4.2 does not apply, except that the power and communications requirements apply in the AGE Storage by the GFGI Equipment at the new overhead doors

e. Teminology of "Information Technology Node (ITN)" refers to the the Comm Building (by others) as shown on drawing sheet CU103 (also known as Base Comm Hut as part of Bldg. 631 contract).

1.3.4 Facility Functions

The hangar will be used as an interim Aircraft Operations Facility (AOF)until the future AOF is built and long-term as an Aircraft Maintenance Facility (AMF). For design purposes, Bldg. 649 will be designed as an AMF. The hangar consists of three maintenance hangar bays and a storage bay. Bay 3 is being used as a fuel cell. The maintenance bays will continue to be used for maintenance and Bay 3 will be converted to a maintenance bay. The bays will need to be flexible spaces to accommodate a variety of aircraft in a variety of configurations. Aircraft will be towed in and towed out of this hangar. Each of the maintenance bays has associated shop and utility space on the first floor with mezzanines above that is primarily used for utility space for ductwork.

The mezzanine space between Bays 1 and 2 has office space which was constructed a few years after the initial build out. Most of the walls will remain in the same configuration with the exception being the office mezzanine between Bays 1 and 2 which will be reconfigured to meet the anticipated personnel of the DRP mission. The storage area (also referred to as Bay 4) will be used for Aircraft Ground Equipment (AGE) storage and maintenance and GCS trailer storage.

The entire facility with the exception of the utility rooms on the north side are considered a Secured Working Area (SWA)and shall comply with DoDM 5205.07 V3 . As such the entire facility will be secured with one entrance. All other doors will be exit only or allowed entrance by interior access card-enabled access. The existing walls that will form the SWA boundary may not comply with STC ratings of DoDM 5205.07 V3 and ICD/ICS 705 , but this is acceptable to the user; however, any penetrations of the boundary shall have either dielectric unions or be grounded. Two areas have been designated to be ICD/ICS 705 compliant. One is the MIS Work Area with MIS Storage and the other is the Conference Room on the mezzanine off of Bay 2. New construction consists of adding a secured entry point to the building by Bay 4 and enclosing mechanical mezzanines.

1.3.5 Site and Infrastructure Functions

Each GDT equipment pads area consist of:

a. Two concrete pads with fixed antenna towers with radomes

b. A concrete pad with a Lightweight Communications Building

c. A concrete pad for mobile equipment

d. Access road to the pads

SECTION 01 81 00 Page 4

e. Fencing and gate around the sites

f. Utilities to and in the sites

See the Concept Drawings, 01 89 00 SITE WORK REQUIREMENTS, and Ground to Facility ICD -Annex C for additional information.

1.3.6 Project Site

The project is located at Grand Forks Air Force Base (AFB) airfield.

Vicinity and location maps can be found in the drawings provided with this RFP. Scope includes new turnstiles adjacent to Bldg. 648, the entry control point for the airfield. See the room data sheet for requiremnets and as-builts under the Security Improvements bookmark.

1.4 DESIGN AND CONSTRUCTION REQUIREMENTS

1.4.1 Changes to RFP Criteria Requirements

This Request for Proposal provides requirements expected of the Design-Build Contractor during the design and construction of this project.

The RFP bridging documents present an overall design concept of the project; provide useful project information; establish some definition of the systems to be used; and incorporate requirements expected by the Using Service.

It shall be the responsibility of the Design-Build Contractor to assemble the best-value-priced construction systems for this project that meet or exceed the design criteria set forth herein.

Offerors should not consider changes to RFP criteria requirements during proposal preparation. After contract award, any changes to the RFP criteria requirements require approval by the Contracting Officer.

See Section 01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES for additional requirements.

1.4.2 Codes and Criteria

All pertinent building codes, life safety codes, and reference criteria shall be met or exceeded. This project utilizes the DoD Building Code, as defined by UFC 1-200-01 and its references.

If there is a conflict in requirements, order of precedence shall be as follows,in order of decreasing precedence:

a. Life Safety, as defined by DoD Building Code UFC 1-200-01 and its references

b. RFP Specifications

c. RFP Drawings

d. ICD/ICS 705 Requirements

e. Non-life safety criteria, as defined by DoD Building Code UFC 1-200-01 and its references

f. Other criteria as listed herein

1.4.3 Phasing of Work, Security, and Construction Staging

The Contractor shall maintain a secured area for storage of materials.

Contractor may use the hangar bays to store materials but shall protect

SECTION 01 81 00 Page 5 the floors from damage. The Contractor shall maintain a site access route and may utilize an outdoor storage yard and construction trailer. See Section 01 14 00 WORK RESTRICTIONS and 01 89 00 SITE WORK REQUIREMENTS for additional information. See drawings for outdoor construction staging areas. Construction contractor shall maintain a construction area fence during construction.

Secured work areas shall be designed and constructed to ICD/ICS 705 , ICS 705-1 , and UFC 4-010-05 .

While some project documentation may be refer the project as "DRP Bldg.

649 Phased Renovation", the construction is not intended to be completed in phases.

1.4.4 Sustainability

1.4.4.1 Criteria

This project shall at a minimum incorporate high performance and sustainable site and building features as listed in UFC 1-200-02 HIGH

PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS, UFC 3-210-10 LOW IMPACT

DEVELOPMENT, and UFC 3-101-01 ARCHITECTURE as applicable to the project scope. The design of this project was starterd prior to implementation dates of ECB 2023-01 and ECB 2023-14, so neither of these ECBs apply to this project.

1.4.4.2 Total Building Commissioning

Apply total building commissioning principles and fully commission the facility, in compliance with Section 01 91 00.15 TOTAL BUILDING COMMISSIONING and UFC 1-200-02 .

1.4.4.3 Cybersecurity

Provide cybersecurity in accordance with specification 01 86 25 CYBERSECURITY FOR FACILITY RELATED CONTROL SYSTEMS for all systems that meet the definition of an industrial control system (ICS), SCADA or facility related control system (FRCS).

1.4.4.4 Third Party Certification/Validation

Third Party Certification indicated in the UFC is not required for the project as the anticipated cost is less than 50% of the replacement value.

However, the contractor shall update the Air Force Sustainability Requirements Score Sheet (see appendix)to track and report project compliance status at all design/construction submittals.

Included with this RFP is an Air Force Sustainability Requirements Scoresheet for this project. The contractor shall complete, maintain and update the Scoresheet, and have the Scoresheet available at any time for auditing and Air Force reporting. At project completion, the Scoresheet should be completely fill out with only "Yes" and "N/A" indicated in the Compliance column. All N/A responses must have justification included. See 01 33 29 SUSTAINABILITY REPORTING for additional requirements.

1.4.5 Bridging Documents

Conceptual drawings of the site plans, floor plans, and elevations are included for use in developing this design. For information only as-built

SECTION 01 81 00 Page 6 drawings are included as an appendix. Room data sheets with minimum space and space-type requirements have also been attached as an appendix.

1.4.6 Design and Construction Measurement Units

Design, products, and construction for the project shall be accomplished using English units of measurement. All measurement in the technical specifications sections shall be shown in English.

1.4.7 Personnel Qualifications and Experience

Design and construction personnel qualifications and experience shall be per the requirements of Section 00 22 00 PROPOSAL INSTRUCTIONS, SUBMISSION REQUIREMENTS, EVALUATION CRITERIA AND BASIS OF AWARD and Section

01 33 00.32 DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.4.8 Design and Construction Deliverables

See Section 01 33 00.32 , DESIGN AND CONSTRUCTION DELIVERABLES/PROCEDURES.

1.4.9 Advanced Modeling and Facility Data Requirements

The contractor shall design and construct this project by leveraging BIM, CIM and electronic facility data to the greatest extent practical under the scope of this project. See 01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS for minimum project requirements. This project also requires the development and turnover of electronic facility data (via a Facility Data Workbook (FDW)) to the Government. See

01 78 24.00 10 FACILITY DATA REQUIREMENTS (BUILDER).

1.4.10 Operations and Maintenance Requirements

See Section 01 78 23 OPERATION AND MAINTENANCE DATA for requirements.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

-- End of Section --

SECTION 01 81 00 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 86 10

MECHANICAL REQUIREMENTS

PART 1 MECHANICAL REQUIREMENTS

1.1 MECHANICAL SYSTEM CRITERIA

1.1.1 General Parameters/Reference

1.2 GENERAL REQUIREMENTS

1.2.1 Facility Description

1.2.2 Sustainable Design

1.2.3 Design Conditions

1.2.3.1 Site Elevation

1.2.3.2 Latitude

1.2.3.3 Longitude

1.2.3.4 Outside Design Conditions

1.2.3.5 Inside Design Conditions

1.2.3.6 Minimum Ventilation Requirements

1.2.3.7 Cooling Load

1.2.3.8 Building Heating Load

1.2.3.9 Noise Levels

1.2.3.10 Structural

1.2.4 Operation

1.2.5 Mechanical/Electrical Equipment Coordination

1.2.6 HVAC Control Instrumentation

1.2.7 Utility Interruptions

1.2.8 Spare Parts Lists

1.3 EQUIPMENT IDENTIFICATION AND ABBREVIATIONS

1.3.1 Abbreviations

1.4 IDENTIFICATION OF PIPING

1.5 SEISMIC PROTECTION FOR MECHANICAL PIPING, DUCTWORK, AND EQUIPMENT

1.5.1 Piping

1.5.2 Ductwork

1.5.3 Miscellaneous Equipment

1.6 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

1.7 THERMAL INSULATION OF MECHANICAL SYSTEMS

1.7.1 Insulation Covers

1.8 HVAC DEMOLITION

1.9 HVAC SYSTEM DESIGN

1.9.1 HVAC Systems

1.9.2 FIRE SUPRESSION SYSTEM AND SMOKE DETECTION

1.10 VENTILATION AND EXHAUST SYSTEMS

1.10.1 Intake, Relief and Exhaust Requirements

1.11 TESTING, ADJUSTING, AND BALANCING OF HVAC SYSTEMS

1.11.1 Balancing Firm Qualifications

1.11.2 Balancing, Commissioning and Integration

1.12 INSTRUMENT AND CONTROL

1.12.1 Controls Equipment

1.12.2 Controls Commissioning and Integration

1.12.2.1 PLUMBING SYSTEM CRITERIA

1.13 OPERATION AND MAINTENANCE REQUIREMENTS

1.13.1 Facility Operation and Maintenance Manuals

SECTION 01 86 10 Page 1

1.13.1.1 Technical Writer Qualifications

1.13.2 Operation and Maintenance Training Course and Manuals

1.14 TECHNICAL SPECIFICATIONS

1.15 TRAINING

1.15.1 Training Course Content

1.16 BALANCE OF EQUIPMENT AND MATERIALS

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 86 10 Page 2

SECTION 01 86 10

MECHANICAL REQUIREMENTS

PART 1 MECHANICAL REQUIREMENTS

1.1 MECHANICAL SYSTEM CRITERIA

1.1.1 General Parameters/Reference

Mechanical systems shall be designed to comply with this section and the documents listed below. The publications are referred to in the text by basic designation only. The latest edition of the following standards and codes in effect and amended as of the date of the supplier's proposal, and any subsections thereof as applicable, shall govern design and selection of equipment and material supplied:

ASSOCIATED AIR BALANCE COUNCIL (AABC)

AABC MN-1 (2002; 6th ed) National Standards for Total System Balance

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A13.1 (2015) Scheme for the Identification of Piping Systems

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE Handbooks (2013-2016)

ASHRAE 15 (2013) ANSI/ASHRAE Standard 15-Safety Standard for Refrigeration Systems and ANSI/ASHRAE Standard 34-Designation and Safety Classification of Refrigerants

ASHRAE 189.1 (2011) Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

ASHRAE 55 (2013) Thermal Environmental Conditions for Human Occupancy

ASHRAE 62.1 (2013) Ventilation for Acceptable Indoor Air Quality

ASHRAE 90.1 (2013) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASME INTERNATIONAL (ASME)

ASME CSD-1 (2016) Control and Safety Devices for Automatically Fired Boilers

SECTION 01 86 10 Page 3

ASTM INTERNATIONAL (ASTM)

ASTM A53/A53M (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM D1785 (2012) Standard Specification for Poly(Vinyl Chloride) (PVC), Plastic Pipe, Schedules 40, 80, and 120

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2021) International Building Code

ICC IMC (20121) International Mechanical Code

ICC IPC (2021) International Plumbing Code

ICC IEC (2021) International Energy Code

ICC IGC (2021) International Gas Code

NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB)

NEBB-01 (2009) Procedural Standards for Whole Building Systems Commissioning of New Construction; 3rd Edition

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 54 National Fuel Gas Code

NFPA 70 National Electrical Code

NFPA 72 National Fire Alarm and Signaling Code

NFPA 90A Standard for the Installation of Air Conditioning and Ventilating Systems

NFPA 90B Standard for the Installation of Warm Air Heating and Air Conditioning Systems

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA Guidelines IAQ Guidelines for Occupied Buildings Under Construction

SMACNA 1966 HVAC Duct Construction Standards Metal and Flexible

U.S. ARMY CORPS OF ENGINEERS (USACE)

ODDG Omaha District Design Guide

SECTION 01 86 10 Page 4

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-01 General Building Requirements

UFC 1-200-02 High Performance and Sustainable Building Requirements

UFC 3-310-04 Seismic Design for Buildings

UFC 3-400-02 Engineering Weather Data

UFC 3-401-01 Mechanical Engineering

UFC 3-410-01 Heating, Ventilating, Air Conditioning and Dehumidifying Systems

UFC 3-410-02 LonWorks Direct Digital Control for HVAC and Other Local Building Systems, with change 1, 1 July 2013

UFC 3-420-01 Plumbing Systems

UFC 3-430-01FA Heating and Cooling Distribution Systems

UFC 3-430-07 Inspection and Certification of Boilers and Unfired Pressure Vessels

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

UFC 3-450-01 Noise and Vibration Control

UFC 3-600-01 Fire Protection Engineering for Facilities

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

EO 13423 (2007) Strengthening Federal Environmental, Energy, and Transportation Management

PL 109-58 Energy Policy Act of 2005 (EPAct05)

PL 110-140 Energy Independence and Security Act of

1.2 GENERAL REQUIREMENTS

The purpose of this project is to renovate Building 649 at Grand Forks Air Force Base. The building is a three bay aircraft hangar, and its function will be transitioned to an Aircraft Maintenance Facility. The majority of existing mechanical/hvac equipment and piping will be demolished and replaced with new equipment. The plumbing systems in the building are in poor condition and will be demolished and replaced with new water [*Am-0003] deleted text [**Am-0003] lines . [*Am-0003] deleted text

SECTION 01 86 10 Page 5

[**Am-0003]. [*Am-0003] Exiting trench drain system shall remain in place.

Existing sewer lines can remain in place and be utilized, provided that sizing meets reconfigured layout requirements. The sewer lateral that connects the restrooms and showers shown to be demolished on AD115 to the sewer main is not in good condition and is to be abandoned in place. A new sewer lateral shall be installed. [**Am-0003] Descriptions of the mechanical systems are listed below for the different space functions, and in the Room Data Sheets provided.

Mechanical equipment for occupied areas will be provided with unoccupied/occupied modes through the building Direct Digital Control (DDC) System.

Building Envelope: The building envelope load will be based on the architectural plans [*Am-0003] deleted text [**Am-0003] .

Ventilation Rates

Occupied Office Areas 5 cfm/person + 0.06 CFM/SQ FT Rest Rooms/Showers 0.5 CFM/SQ FT (Exhaust) Janitor 1 CFM/SQ FT (Exhaust) Aircraft Hangars 0.5 CFM/SQ FT (Exhaust per UFC 4-211-01)

Internal Heat From Electrical Equipment

Load calculations will take into account heat generated from anticipated equipment, lighting, and misc. loads. Loads for electrical equipment will be based on conservative heat release values. Communication rooms (and electrical rooms where necessary) will be provided with split-system heat pumps to maintain the space temperature.

MECHANICAL SYSTEMS

DEMOLITION

The majority of the existing mechanical/HVAC systems will be demolished and replaced with new systems. The existing air handling units serving office and shop areas along with all heating and ventilating units serving the hangar areas will be demolished. All unit heaters, fan coils units, baseboard heating., etc attached to the heating loop will be demolished.

There are five existing gas-fired hot water boilers scheduled to be replaced with new before the execution of this contract. The new systems will utilize these boilers as the heating source unless not practical or cost effective. All ancillary equipment serving the hot water distribution (pumps, expansion tanks, glycol feeders, etc) will be demolished unless calculations show they can be reused in the new system design. All piping in the hot water distribution will be demolished. The hangar door rail heating system boilers, pumps, ancillary equipment, and controls will be demolished. The rail heating piping will remain and a new heating system will be installed.

All equipment demolished will have its associated controller and wiring demolished as well.

Plumbing waste, hot and cold water, and vent system for the bathrooms and fixtures connected to the system shall be removed. The existing aircraft hangar trench drain and piping system shall remain.

SECTION 01 86 10 Page 6

NEW SYSTEMS

New systems will be designed for all areas based on their function in accordance with the applicable UFC's. Hangar areas will be provided with heating and ventilating units to provide make-up air for required exhaust. Energy recovery for the exhaust air will be provided. Reusing existing ductwork [*Am-0003]for the heating and ventilating units in the hangar areas [**Am-0003] should be considered if appropriate [*Am-0003]for the application[**Am-0003] , however all ductwork to be reused must be thoroughly cleaned. The use of air dispersion systems for the Hangar Bay supply air may be considered provided it meets the requirements of the International Mechanical Code. High Volume Low Speed fans will be provided in all hangar areas for occupant comfort due to the requirement for the hangar doors to be normally closed. New air handling units will be provided to serve the office and shop areas. [*Am-0003] Dedicated Outside Air Systems must be implemented where required by UFC guidance based on airflow rate and climate[**Am-0003]. The five recently replaced hot water boilers will be used as the main heating source. All ancillary equipment for the boilers (expansion tanks, pumps, glycol and chemical feeders, etc) will be provided unless calculations for the new design show they can be reused. A new heating water piping distribution system will be provided. The cooling source for the office and shop areas will be [*Am-0003]air cooled chillers[**Am-0003] . Where chillers are used, they may be limited to units manufactured by Trane in accordance with Air Force approved Justification and Approval. Consult with Grand Forks 319 CES to determine if this requirement is still in effect.

Pre-Conditioned Air (PCA) units will be provided for each bay (3 total) with a contract option for two per bay (6 total). Refer to room data sheets for capacity requirements.

New Sanitary waste, hot and cold domestic water, and vent system will be provided for all restroom areas. PEX piping can be used for piping within restroom areas. Instantaneous electric water heaters will be provided for the emergency shower/eyewash stations. [*Am-0005] Other water heating solutions may be provided for the shower/eyewash stations provided they comply will all UFC requirements.[**Am-0005] Restroom areas in each bay will be provided with a domestic water heater and recirculating loop.

Provide sensor-operated automatic lavatories and flush-valve water closets that are hard-wired (no battery operated fixtures). Provide in-line water filters for ice and water dispensers.

CONTROLS

New Direct Digital Controls will be provided for each new piece of equipment and will be integrated into a new building automation system.

The system will be compatible with the existing Honeywell Enterprise Building Integrator and Comfortpoint Open controllers at Grand Forks AFB.

All systems will be capable of monitoring and control through a connection to the building system. Each air handler, terminal unit, split system unit, and cabinet or unit heater will be provided with dedicated temperature sensor providing flexible and independent space temperature controllability.

LIFE CYCLE COST ANALYSIS (LCCA)

The text below describes the initial LCCA performed for this project.

However, after this analysis it was confirmed that a project to replace the five gas-fired boilers is in place. This will alter the analysis by having a new heating source available at no cost. It is assumed that this

SECTION 01 86 10 Page 7 heating source will be the most cost effective method that meets the energy reduction requirements. [*Am-0003]An updated LCCA will be provided after contract award[**Am-0003] . The LCCA results presented below are only for reference only.

Different…