W912QR24B0013_CERTFinal_Specs-0002.pdf

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

Solicitation W912QR24B0013 for the Design-Bid-Build of Vehicle Maintenance Shop Parking and Storage located at Fort Campbell, Kentucky is hereby modified as follow s:

SEE CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

1 5

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

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 W912QR24B0013

X 9B. DATED (SEE ITEM 11)

08-Aug-2024

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

03-Sep-2024

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR24B0013_CERTFinal_Specs-0002

W912QR24B0013

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0002

SUMMARY OF CHANGES – AMENDMENT 0002

1. The following SPECIFICATION SECTIONS have been revised and replaced in their entirety:

00 10 00 PRICE BREAKOUT SCHEDULE

01 33 29.00 06 SUSTAINABILITY REPORTING with Spec Attachments

32 13 14.13 CONCRETE PAVING FOR HEAVY DUTY PAVEMENTS

2. The following PLAN SHEETS have been revised and replaced in their entirety:

CP102 CONCRETE JOINT LAYOUT PLAN ‘A’

S-001Y GENERAL STRUCTURAL NOTES

SECTION 00 10 00 - SOLICITATION

The following have been modified:

BID SCHEDULE

SECTION 00 10 00

PRICE BREAKOUT SCHEDULE

OFFEROR’S NAME: _______________________________________

CONTRACT LINE ITEM SCHEDULE

CLIN Description Unit Quantity Amount

BASE PROPOSAL

0001 All work, labor, and material required for the Electrical utility service provider, City Light & Power (CLP) See note no. 3. Job 1 $307,981.00_

0002 All work, labor, materials, and equipment required to construct North Site Development as shown. Job 1 ___________

0003 All work, labor, materials, and equipment required to construct North Site Organizational Vehicle Parking as shown. Job 1 ___________

0004 All work, labor, materials, and equipment required to construct Petroleum Oil Storage Building including associated Building systems and delegated utility design as shown. Job 1 ___________

0005 All work, labor, materials, and equipment required to construct Hazardous Waste Storage Building including associated building systems and delegated utility design as shown. Job 1 ___________

0006 All work, labor, materials, and equipment required to construct South Site Development as shown. Job 1 ___________

TOTAL BASE _________________

OPTION 1

0007 All work, labor, and material required to deposit all remaining fill stockpile material including dirt, riprap, gravel, silt fence, and posts in the Fort Campbell Construction debris landfill. Job 1 ___________

TOTAL BASE + ALL OPTIONS _________________

NOTES FOR CONTRACT LINE ITEM (CLIN) SCHEDULE

NOTE NO. 1. To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest Contract Line Item (CLIN) schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.

NOTE NO. 2. Offerors must insert a price on all numbered items including options of the CLIN Schedule. Failure to do so may result in the offer being unresponsive.

NOTE NO. 3. CLIN 0001 is an estimated utility fee to be proposed for bidding purposes is shown in the schedule. If the actual fee varies from this amount after award, the Contract will be adjusted accordingly.

NOTE NO. 4: The Government may exercise Option 1 (CLIN 0007) at the time of Award.

--END OF CLIN SCHEDULE--

(End of Summary of Changes)

P2:322298 Vehicle Maintenance Shop - Parking and Storage Fort Campbell, Kentucky

SECTION 01 33 29.00 06

SUSTAINABILITY REPORTING

Amendment 0002

PART 1 GENERAL

Amendment 0002***********************************************************

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.

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 189.1 (2014; ERTA 1 2017) Standard for the Design of High-Performance Green Buildings Except Low-Rise Residential Buildings

INTERNATIONAL CODE COUNCIL (ICC)

ICC IgCC (2018) International Green Construction Code

U.S. DEPARTMENT OF AGRICULTURE (USDA)

FSRIA 9002 Farm Security and Rural Investment Act Section 9002 (USDA Biopreferred Program)

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-02 (2020) High Performance and Sustainable Building Requirements

U.S. DEPARTMENT OF ENERGY (DOE)

Energy Star (1992; R 2006) Energy Star Energy Efficiency Labeling System (FEMP)

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

SNAP (2016) EPA's Significant New Alternatives Policy Program

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

40 CFR 247 Comprehensive Procurement Guideline for Products Containing Recovered Materials

1.2 SUMMARY

The vehicle maintenance facility has been registered for LEED certification.

This specification includes general requirements and procedures for this

SECTION 01 33 29.00 06 Page 1 CERTIFIED FINAL (Revised by Amendment 0002) project to be constructed and documented per the federally mandated High Performance and Sustainable Building Guiding Principles (GP), in accordance with UFC 1-200-02 High Performance and Sustainable Building Requirements, and other requirements identified in this specification.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" designation; submittals not having a "G" or "S" designation are for information only. When used, a designation following that "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with LRL Section 01 33 00 Submittal Procedures:

SD-01 Preconstruction Submittals

Sustainability Action Plan ; G, RO,S

LEED AP BD+C; G, RO,S

Sustainability Progress Report ; G

SD-11 Closeout Submittals

Final Sustainability eNotebook ; G, RO,S

Amended Final Sustainability eNotebook ; G, RO,S

Final High Performance and Sustainable Building Checklist ; G, RO,S

1.4 LEED Accredited Professional ( LEED AP BD+C)

A LEED Accredited Professional with specialty in Building Design + Construction (LEED AP BD+C), accredited by the Green Building Certification Institute, on the Contractor's Quality Control Staff must assemble documentation and ensure that Guiding Principles Compliance documentation is prepared in accordance with this specification section.

Identify the LEED AP BD+C on the Contractor's Quality Control Staff in accordance with specification LRL Section 01 45 04.10 06 CONTRACTOR QUALITY CONTROL. Provide a statement of qualifications of the LEED AP BD+C submitted to the Government with the QC Plan. Includes name and date of expiration of the current credential.

The LEED AP BD+C GBI must review all requests for information, Contractor proposals, contract modifications, deviations from the design documents, or any other items that could potentially impact the compliance of the project. Bring any actions that could negatively impact the ability to comply with Guiding Principles to the attention of the Contracting Officer.

**************************************************************Amendment 0002

1.5 Guiding Principles Compliance

Provide construction related sustainability documentation to verify compliance with Federal High Performance and Sustainable Building requirements. Refer to paragraph Guiding Principle Requirements for requirements and associated documentation to include in the Sustainability eNotebook.

Amendment 0002**************************************************************

SECTION 01 33 29.00 06 Page 2

1.5.1 Construction Phase

1.5.1.1 Sustainability Action Plan

Provide a Sustainability Action Plan to demonstrate planned methods to comply with the Guiding Principles requirements identified herein.

Provide 3 copies submitted to the Government on compact disk with the QC Plan . The Government will consider an interim Sustainability Action Plan for the first 60 calendar days of the Contractor's operation.

Construction will be permitted to begin only after acceptance of the plans or acceptance of an interim plan applicable to the work to be started related to the Guiding Principles requirements identified in the interim plan. Include a detailed description of all activities that relate to accomplishing each project Guiding Principle requirement, including construction practices and procurement practices. Include any plans required by the Guiding Principle Requirements including the Indoor Air Quality Plan and Waste Management Plan. Include a schedule for completion and documentation of each requirement. Include the template to be used for Sustainability Progress Reports, a plan for indoctrinating employees to sustainable goals and responsibilities, a team structure identifying responsibility for documentation, and a process for reviewing sustainability related submittals and documentation.

1.5.1.2 Sustainability eNotebook

Provide and maintain a comprehensive Sustainability eNotebook to document compliance with the Guiding Principles requirements identified herein.

All materials requirements must be updated each month. The Sustainability eNotebook must contain all required data to support compliance with the Guiding Principles requirements. The Sustainability eNotebook must be in the form of an Adobe PDF file; bookmarked at each requirement, and sub-bookmarked at each document. Include the Final High performance and Sustainable Building Checklist. Include all "S" submittals through the specification sections of this contract.

Provide 3 copies of the Final Sustainability eNotebook and Final High Performance and Sustainable Building Checklist to the Government on DVD 30 calendar days prior to the Contract Required Completion Date. Final progress payment retainage may be held by the Contracting Officer until the documentation is complete. Provide an Amended Final Sustainability eNotebook including any updates to documentation based on post-occupancy corrections.

1.5.1.3 High Performance and Sustainable Building Checklist

Complete the Army Energy & Sustainability Record Card shown in Attachment A as required in paragraph Sustainability eNotebook. Obtain the electronic copy of the Army Energy & Sustainability Record Card from the Contracting Officer's Representative. Only the RECYCLED MATERIALS section of the Building Data Worksheet is required. If any deviations from contract result in a change in status to compliance with a listed requirement in the checklist, update the status of that item in the checklist. The LEED worksheet of the Army Energy & Sustainability Record Card is not required.

1.5.1.4 Progress Report

Submit a monthly Sustainability Progress Report , on the same day each month, that identifies the Guiding Principles requirements completed and documented to date. The Government will compare the Sustainability

SECTION 01 33 29.00 06 Page 3

Progress Report and the available data in the current Sustainability eNotebook to the schedule in the Sustainability Action Plan. Failure to adhere to the schedule for completion of requirements, including the associated documentation, in the Sustainability Action Plan will be cause for withholding the monthly progress payment until the information is updated and in accordance with the Sustainability Action Plan.

**************************************************************Amendment 0002

1.6 Guiding Principles Requirements

Incorporate each of the following Guiding Principles requirements into the project construction, and provide documentation that proves compliance with each listed requirement. For each of the following paragraphs that require the use of products listed on Government-required websites, provide documentation of the process used to select products, or process used to determine why listed products do not meet project performance requirements.

1.6.1 Energy Efficient Products

Provide only energy-using products that are Energy Star rated, or have the Federal Energy Management Program (FEMP) recommended efficiency for products with established Energy Star or FEMP requirements. Provide only energy using products that meet FEMP requirements for low standby power consumption. Energy efficient products can be found at:

https://energy.gov/eere/femp/federal-energy-management-program and https://www.energystar.gov/ . Provide the following documentation:

Proof that products are labeled energy efficient and comply with the cited requirements.

1.6.2 Reduce Volatile Organic Compound (VOC) (Low Emitting Materials)

Meet the requirements of Table 3-1 at the end of this specification.

Provide the following documentation:

Provide certifications or labels that demonstrate compliance with cited requirements.

1.6.3 Indoor Air Quality During Construction

Prior to construction, create indoor air quality plan. Implement IAQ plan during construction and flush building air before occupancy.

Provide documentation showing that after construction ends and prior to occupancy, HVAC filters were replaced and area air was flushed out in accordance with the cited standard.

1.6.4 Regional Materials

Comply with ASHRAE 189.1 paragraph 9.4.1.2 Regional Materials. Provide documentation demonstrating that 15% of the cost of building materials or products used were extracted, harvested, recovered, or manufactured within 500 miles of the project site.

1.6.5 Recycled Content

Comply with 40 CFR 247 . Refer to https://www.epa.gov/smm/comprehensive-procurement-guidelines-construction-products

SECTION 01 33 29.00 06 Page 4 for assistance identifying products cited in 40 CFR 247 . Selected products must comply with non-proprietary requirements of the Federal Acquisition Regulation, and must meet performance requirements. Provide the following documentation:

a. Manufacturers’ documents stating the recycled content by material, or written justification for claiming one of the exceptions allowed on the cited website.

b. Substitutions: Submit for Government approval, proposed alternative products or systems that provide equivalent performance and appearance and have greater contribution to project recycled content requirements. For all such proposed substitutions, submit with the Sustainability Action Plan accompanied by product data demonstrating equivalence.

1.6.6 Bio-Based Products

Provide products and material composed of the highest percentage of biobased materials (including rapidly renewable resources and certified sustainably harvested products), consistent with FSRIA 9002 USDA Biopreferred Program, to the maximum extent possible without jeopardizing the intended end use or detracting from the overall quality delivered to the end user. Use only supplies and materials of a type and quality that conform to applicable specifications and standards.

Comply with FSRIA 9002 USDA BioPreferred Program. Refer to https://www.biopreferred.gov/BioPreferred/ for the product categories and BioPreferred Catalog. Selected products must comply with non-proprietary requirements of the Federal Acquisition Regulation, and must meet performance requirements. Provide the following documentation:

USDA Biopreferred label for each product; for bio-based products used on project but not listed with Biopreferred program, provide bio-based content and percentage.

1.6.7 Ozone Depleting Substances

Meet the requirements of ASHRAE 189.1 Section 9.3.3 Refrigerants for no CFC-based refrigerants in heating ventilation, air conditioning and refrigeration systems. Where feasible, use products from U.S. EPA Significant New Alternatives Policy (SNAP) ( https://www.epa.gov/snap ) or meet the criteria of SNAP. Provide the following documentation:

a. MSDS sheets for all refrigerants.

b. Provide label for each product meeting the cited standards.

1.6.8 Waste Material Management (Recycling – Construction)

Divert construction debris from landfill disposal where markets or on-site recycling exists, and provide documentation in accordance with UFGS Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT.1.6.9

Validation and Certification Restrictions

Purchase of renewable energy certificates (RECs) is prohibited.

Amendment 0002*************************************************************

SECTION 01 33 29.00 06 Page 5

1.7 Deleted

*************************************************************Amendment 0002

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

Amendment 0002**********************************************************

SECTION 01 33 29.00 06 Page 6

3.1 SUSTAINABILITY IMPLEMENTATION MEETING

The LEED AP BD+C, QC System Manager, and Contracting Officer's Representative must meet within 60 calendar days after notice to proceed to review project sustainability goals with respect to the Sustainability Action Plan, identify potential difficulties related to meeting the Guiding Principle Requirements, and discuss mitigation strategies.

3.2 Sustainability Pre-Closeout Meeting

The LEED AP BD+C, QC System Manager, and Contracting Officer's Representative must meet 60 calendars days prior to Contract Required Completion Date to review completion status of sustainability requirements including level of completion of Guiding Principles Requirements documentation and the High Performance and Sustainable Building Checklist. Discuss any potential difficulties in completing outstanding requirements and documentation. Provide a copy of the Sustainability eNotebook with up-to-date documentation.

3.3 TABLE 3-1 VOLATILE ORGANIC COMPOUNDS (VOC) (LOW EMITTING MATERIALS)

REQUIREMENTS

Refer to following table, based on ASHRAE 189.1 section 8.4.2 (Materials), for compliance criteria.

SECTION 01 33 29.00 06 Page 7

TABLE 3-1 Volatile Organic Compounds (VOC) (Low Emitting Materials) Requirements

Source: ICC IgCC Chapter 8 (Materials) (Interior Applications Only)

MATERIAL CATEGORY EMISSIONS

REQUIREMENT

MATERIALS WITH

ADDED VOC

REQUIREMENT

MATERIAL CATEGORY

Adhesives and Sealants

CDPH/EHLB/Standard method V1.1 (California Section 01350) (Use "office" or "classroom" space limits for all applications) or Adhesives (carpet, resilient, wood flooring; panel;

primers) Sealants (acoustical;

firestop; HVAC Air duct; primers) Caulks

SCAQMD Rule 1168 (Use "other" category for HVAC duct sealant) (for firestop adhesive, UFC 3-600-01 overrides conflicting requirements)

Aerosol adhesives Section 3 of Green Seal Standard

GS-36

(except:

cleaners, solvent cements, and primers used with plastic piping and conduit in plumbing, fire suppression, and electrical systems; HVAC air duct sealants when the application space air temp is less than 40 F (4.5 C).

Paints and Coatings CDPH/EHLB/Standard method V1.1 (California Section 01350) (Use "office" or "classroom" space limits for all applications) or Flat and nonflat topcoats, primers, undercoaters, and anti-corrosive coatings

Green Seal Standard GS-11

SECTION 01 33 29.00 06 Page 8

TABLE 3-1 Volatile Organic Compounds (VOC) (Low Emitting Materials) Requirements

Source: ICC IgCC Chapter 8 (Materials) (Interior Applications Only)

MATERIAL CATEGORY EMISSIONS

REQUIREMENT

MATERIALS WITH

ADDED VOC

REQUIREMENT

MATERIAL CATEGORY

Paints and Coatings CDPH/EHLB/Standard method V1.1 (California Section 01350) (Use "office" or "classroom" space limits for all applications) or Concrete/masonry sealers (waterproofing concrete/masonry sealers), concrete curing compounds, dry fog coatings, faux finishing coatings, fire resistive coatings, floor coatings, graphic arts (sign) coatings, industrial maintenance coatings, mastic texture coatings, metallic pigmented coatings, multicolor coatings, pretreatment wash primers, reactive penetrating sealers, recycled coatings, shellacs (clear and opaque), specialty primers, stains, wood coatings (clear wood finishes), wood preservatives, and zinc primers

California Air Resources Board (CARB) Suggested Control Measure for Architectural Coatings or SCAQMD Rule 1113

SECTION 01 33 29.00 06 Page 9

TABLE 3-1 Volatile Organic Compounds (VOC) (Low Emitting Materials) Requirements

Source: ICC IgCC Chapter 8 (Materials) (Interior Applications Only)

MATERIAL CATEGORY EMISSIONS

REQUIREMENT

MATERIALS WITH

ADDED VOC

REQUIREMENT

MATERIAL CATEGORY

Paints and Coatings CDPH/EHLB/Standard method V1.1 (California Section 01350) (Use "office" or "classroom" space limits for all applications) or Basement specialty coatings, high-temperature coatings, low solids coatings, stone consolidants, swimming-pool coatings, tub- and tile-refining coatings, and waterproofing membranes

California Air Resources Board (CARB) Suggested Control Measure for Architectural Coatings

Floor Covering Materials

For carpet, all locations:

CDPH/EHLB/Standard Method V1.1 (California Section 01350) or label for Section 9 of CDPH/EHLB/Standard Method V1.1 (California Section 01350) none none

SECTION 01 33 29.00 06 Page 10

TABLE 3-1 Volatile Organic Compounds (VOC) (Low Emitting Materials) Requirements

Source: ICC IgCC Chapter 8 (Materials) (Interior Applications Only)

MATERIAL CATEGORY EMISSIONS

REQUIREMENT

MATERIALS WITH

ADDED VOC

REQUIREMENT

MATERIAL CATEGORY

Composite Wood, Wood Structural Panel, and Agrifiber Products particleboard medium density fiberboard (MDF) wheatboard strawboard panel substrates door cores no added urea-formaldehyde resins including laminating adhesives for composite wood and agrifiber assemblies

Third-party certification (approved by CARB) of California Air Resource Board's (CARB) regulation , Airborne Toxic Control Measure to Reduce Formaldehyde Emissions from Composite Wood Products none none

CDPH/EHLB/Standard method V1.1 (California Section 01350) (Use "office" or "classroom" space limits for all applications) (except: Structural panel components such as plywood, particle board, wafer board, and oriented strand board identified as

"EXPOSURE 1,"

"EXTERIOR," or "HUD-APPROVED" are considered acceptable for interior use.)

SECTION 01 33 29.00 06 Page 11

TABLE 3-1 Volatile Organic Compounds (VOC) (Low Emitting Materials) Requirements

Source: ICC IgCC Chapter 8 (Materials) (Interior Applications Only)

MATERIAL CATEGORY EMISSIONS

REQUIREMENT

MATERIALS WITH

ADDED VOC

REQUIREMENT

MATERIAL CATEGORY

Office Furniture Systems and Seating installed prior to occupancy

ANSI/BIFMA X7.1

ANSI/BIFMA X7.1:

(95 percent of installed office furniture system workstations and seating units)

Section 7.6.2 of ANSI/BIFMA e3 (50 percent of office furniture system workstations and seating units) none none

Ceiling and Wall Systems ceiling and wall insulation acoustical ceiling panels tackable wall panels gypsum wall board and panels wall coverings

CDPH/EHLB/Standard method V1.1 (California Section 01350) (Use "office" or "classroom" space limits for all applications) none none

*************************************************************Amendment 0002

SECTION 01 33 29.00 06 Page 12

SECTION 01 33 29.00 06 Page 13

Attachment A

HIGH PERFORMANCE AND SUSTAINABLE BUILDING CHECKLIST

Amendment 0002************************************************************ ************************************************************Amendment 0002

-- End of Section --

SECTION 01 33 29.00 06 Page 14

General Building and Project Information

Input answers in this column. Prepare an updated checklist at each project phase.

Obtain excel version of this document from

Governments Project Manager.

In it ia l 1 P ro gr am m in g C h ar e tt e

C o d e /p ar am e tr ic e st im at e

Fi n al R

FP

R

FP

T e ch n ic al P ro p o sa l

R

FP

P o st ‐A w ar d F in al D e si gn

D e si gn

C h ar e tt e o r D e si gn

Su b m it ta l

D e si gn

B id B u ild

F in al D e si gn

C o n st ru ct io n C lo se o u t

Project Phase: check box x Date: 28‐Aug‐24

Project Name: VMS ‐ Parking and Storage Installation: FORT CAMPBELL

PN: 64296

FY: 19

Building this Checklist is for: NEW POL & HWS Buildings Building gross area: 840

Building footprint area: 840 Integrated Design Yes

Has a collaborative, integrated design process been used for all stages of project delivery? Yes.

Have comprehensive performance goals for siting, energy, water

, materials and indoor environmental quality been set? Yes.

Indicate building performance goals for siting: See statement of work Indicate building performance goals for energy: See statement of work Indicate building performance goals for water: N/A ‐ no water for buildings Indicate building performance goals for materials: See statement of work Indicate building performance goals for indoor environmental quality: N/A ‐ unoccupied 3 Have performance goals been tracked and incorporated? Yes

Have all stages of building lifecycle been considered including deconstruction? Yes Commissioning

5A

Will/does project include whole building commissioning, tailored to complexity and systems? N/A

5B

Will/does project include an experienced commissioning provider? N/A

5C

Will/does project include incorporation of commissioning requirements in contract documents? N/A

5D

Will/does project include a commissioning plan and a commissioning report? N/A

List special systems that require commissioning (in addition to

HVAC & controls, lighting controls and domestic hot water): N/A Has commissioning of special systems been included in project

1391/cost estimate/budget? N/A Optimize Energy Performance

Has a whole building energy performance target been established (Energy Star for applicable building types)? N/A If yes, indicate whole building energy performance target:

7A

For new building, will/does building achieve minimum 30% energy use reduction compared to ASHRAE 90.1 2007 baseline? N/A If yes, has this been included in project 1391/cost estimate/budget?

If no, indicate what energy use reduction building will/does achieve and indicate why 30% reduction is not feasible: N/A

7B

For major renovation, will/does building achieve minimum 20% energy use reduction compared to pre‐renovation 2003 baseline? N/A If yes, has this been included in project 1391/cost estimate/budget?

What is pre‐renovation 2003 energy use baseline? N/A

If no, indicate what energy use reduction building will/does achieve and indicate why 20% reduction is not feasible:

Federal High Performance Sustainable Building Checklist

This checklist is used to track federal building compliance with the Guiding Principles for Sustainable Buildings and Major Renovations, which implement

Executive Order 13423 and EISA 2007 for all new facilities and major renovations. The Government's goal is to incorporate (answer YES to) all numbered items.

Refer to your contract for mandatory project requirements. Complete and submit this checklist for each new climate‐controlled building and major renovation of a climate‐controlled building in the project at each of the project phases indicated below.

28 SEP 09 Form Page 1 of 4

W912QR24B0013_CERTFinal_Specs-0002

K6ENXSCM

Text Box

AMENDMENT 0002

updated checklist at each project phase.

Obtain excel version of this document from

Governments Project Manager.

In it ia l 1 P ro gr am m in g C h ar e tt e

C o d e /p ar am e tr ic e st im at e

Fi n al R

FP

R

FP

T e ch n ic al P ro p o sa l

R

FP

P o st ‐A w ar d F in al D e si gn

D e si gn

C h ar e tt e o r D e m it ta l

D e si gn

B id B u ild

F in al D e si gn

C o n st ru ct io n C lo se o u t

Will/does building use Energy Star or FEMP designated energy efficient products where available? Yes.

On‐Site Renewable Energy Has LCCA been accomplished for solar heating of domestic hot water? N/A If yes, has 30% solar water heating been determined LCC effective? If not, indicate what percentage is LCC effective.

If no, indicate why: No water / hot water for buildings.

Will/does the building include the solar water heating that is LCC effective? N/A If no, indicate why: No water / hot water for buildings.

Has LCCA been accomplished for on‐site renewable energy features? See statement of work If no, indicate why:

If yes, indicate what renewable energy features were analyzed and which were determined to be LCC effective: See statement of work Have LCC effective renewable energy features been included in project 1391/cost estimate/budget? See statement of work

Will/does the building include the LCC effective renewable energy features? See statement of work Indicate what percentage of building energy use is renewable energy: See statement of work Measurement and Verification

Will/does project include building level metering for electricity, water, natural gas and steam if used? N/A Benchmarking

Will building performance data be compared to whole building energy target after one year of operation? N/A If yes, does building meet or exceed design target or is it within

10% of design energy budget?

Protect and Conserve Water

Will/does building achieve minimum 20% potable water use reduction compared to IPC 2006 fixture performance requirements baseline? N/A

If no, indicate what potable water use reduction building will/does achieve and indicate why 20% reduction is not feasible: No water use.

If building has a permanent irrigation system, will/does building achieve minimum 50% outdoor potable water use reduction for irrigation compared to conventional plant species and density water use baseline? Answer YES if building has no permanent irrigation system. N/A

If no, indicate what potable water use reduction building will/does achieve and indicate why 50% reduction is not feasible: No water use.

If building will use nonpotable water for irrigation, has this been included in project 1391/cost estimate/budget? N/A

If building has a permanent irrigation system, will/does building use EPA WaterSense labeled irrigation products or other water conserving irrigation products where available (answer YES if building has no permanent irrigation system)? N/A If no, indicate why: No water use.

If building has a permanent irrigation system, will/does building use irrigation contractors that are certified through a EPA

WaterSense labeled program (answer YES if building has no permanent irrigation system)? N/A If no, indicate why: No water use.

Will/does building incorporate design and construction strategies that reduce storm water runoff and discharges of polluted water offsite? Yes.

If yes, indicate design and construction strategies: See statement of work If yes, has this been included in project 1391/cost estimate/budget? Yes.

If no, indicate why reduction is not feasible: N/A

28 SEP 09 Form Page 2 of 4 updated checklist at each project phase.

Obtain excel version of this document from

Governments Project Manager.

In it ia l 1 P ro gr am m in g C h ar e tt e

C o d e /p ar am e tr ic e st im at e

Fi n al R

FP

R

FP

T e ch n ic al P ro p o sa l

R

FP

P o st ‐A w ar d F in al D e si gn

D e si gn

C h ar e tt e o r D e m it ta l

D e si gn

B id B u ild

F in al D e si gn

C o n st ru ct io n C lo se o u t

Will/does building incorporate design and construction strategies that restore predevelopment hydrology of the site with regard to temperature, rate, volume and duration of flow to the maximum extent technically feasible? Yes.

If yes, indicate design and construction strategies: See statement of work If yes, has this been included in project 1391/cost estimate/budget? Yes If no, indicate why: N/A Has LCCA been accomplished for features that reduce potable water use for process water? See statement of work If no, indicate why: No water use.

List features that LCCA has been accomplished for: N/A If yes, list features that have been determined LCC effective: N/A If yes, have LCC effective features been included in project

1391/cost estimate/budget? N/A

Will/does building include LCC effective potable process water conservation features? See statement of work Enhance Indoor Environmental Quality

20 Will/does building comply with ASHRAE 55 2004? Yes.

If no, indicate why: Unoccupied buildings

21 Will/does building comply with ASHRAE 62.1 2007? Yes.

If no, indicate why: Unoccupied buildings

Will/does building include a moisture control strategy to minimize mold and condensation? Yes.

If yes, indicate control strategies: Wall design calculations and design for no If yes, have control strategies been included in project 1391/cost estimate/budget? Yes.

If no, indicate why: N/A

23A

Will/does building achieve 2% daylight factor (excluding direct sunlight) in 75% of all space occupied for critical visual tasks OR earn LEED Daylighting credit? N/A

If yes, indicate special building features required to achieve this: N/A If yes, have special building features required to achieve this been included in project 1391/cost estimate/budget? N/A If no, indicate why: Unoccupied buildings

23B

Will/does building include automatic lighting dimming controls or occupant manual lighting controls and glare control? No.

If yes, indicate special building features required to achieve this: N/A If yes, have special building features required to achieve this been included in project 1391/cost estimate/budget? N/A If no, indicate why: Unoccupied buildings

Will/does the building include, to the maximum extent technically feasible, low emitting composite wood products, adhesives, sealants, interior paints and finishes, carpet and furniture? Yes.

Will/does project comply with SMACNA Guidelines for Occupied

Buildings Under Construction 2007 OR earn LEED IAQ

Management During Construction credit? Yes.

If no, indicate why: Unoccupied buildings

Will/does project include minimum 72 hour building flushout prior to occupancy with maximum 60% humidity OR earn LEED

IAQ Management Before Occupancy credit? Yes.

If no, indicate why: N/A

Will/does building include signage prohibiting smoking inside the building and within 25 feet of all building entrances, operable windows and ventilation intakes? Yes.

If no, indicate why: N/A Environmental Impact of Materials

Will/does building comply with EPA Comprehensive Procurement

Guidelines for recycled content? Yes.

If no, indicate why: N/A

28 SEP 09 Form Page 3 of 4 updated checklist at each project phase.

Obtain excel version of this document from

Governments Project Manager.

In it ia l 1 P ro gr am m in g C h ar e tt e

C o d e /p ar am e tr ic e st im at e

Fi n al R

FP

R

FP

T e ch n ic al P ro p o sa l

R

FP

P o st ‐A w ar d F in al D e si gn

D e si gn

C h ar e tt e o r D e m it ta l

D e si gn

B id B u ild

F in al D e si gn

C o n st ru ct io n C lo se o u t

For all other products, will/does building include recycled content materials to earn LEED credit MR4.1, Recycled Content, 10 percent? No.

If no, indicate why: Prefabricated, self‐contained buildings.

Will/does building comply with USDA Biobased Products

Preferred Procurement Program requirements? Yes.

If no, indicate why: N/A

For all other products, will/does building include biobased content materials to the maximum extent technically feasible? Yes.

If no, indicate why: N/A

Will/does building include FSC certified wood to the maximum extent technically feasible? Yes.

If no, indicate why: N/A

Will/does building include environmentally preferable products

(EPPs) to the maximum extent technically feasible? Yes.

If no, indicate why: N/A

Will/does building include adequate space, equipment and provisions for collection and transport of recyclables generated by occupants? N/A If no, indicate why: No recycleables generated at buildings.

Will/does project include minimum 50% diversion of all non‐ hazardous construction, demolition and land clearing materials

(excluding soil)? Yes.

If no, indicate why: N/A

Will/does project eliminate the use of ozone depleting compounds during and after construction where alternative environmentally preferable products are available, consistent with the Montral Protocol and Title VI of the Clean Air Act amendments of 1990 or equivalent air quality benefits that take into account lifecycle impacts? Yes.

If yes for major renovation, has this been included in project

1391/cost estimate/budget? NA If no, indicate why: Not a renovation project.

28 SEP 09 Form Page 4 of 4

SECTION 32 13 14.13

CONCRETE PAVING FOR HEAVY DUTY PAVEMENTS

Amendment 0002

PART 1 GENERAL

1.1 UNIT PRICES

1.1.1 Measurements

The quantity of concrete to be paid for will be the volume of concrete in cubic yards including thickened edges, where required, placed in the completed and accepted pavement. Concrete will be measured in place in the completed and accepted pavement only within the neat line dimensions shown in the plan and cross section. No deductions will be made for rounded or beveled edges or the space occupied by pavement reinforcement, dowel bars, or electrical conduits, nor for any void, or other structure extending into or through the pavement slab, measuring 3 cubic feet or less in volume. No other allowance for concrete will be made unless placed in specified locations in accordance with the approved contract modification. The quantity of other materials specified herein, and used in the construction of the work covered by this section, will not be measured for payment, but will be considered a subsidiary obligation, covered under the price per cubic yard for concrete. Joint sealing materials are covered in Section 32 01 19.61 SEALING OF JOINTS IN RIGID

PAVEMENT.

1.1.2 Payments

1.1.2.1 Lump Sum

The quantity of concrete will be paid for and included in the lump-sum contract price. If less than 100 percent payment is due based on the pay factors stipulated below, a unit price of $200 per cubic yard will be used for purposes of calculating the payment reduction. Payment will constitute full compensation for all materials, equipment, plant and tools, and for all labor and other incidentals necessary to complete the concrete pavement, except for other items specified herein for separate payment.

1.1.3 Payment of Lots

When a lot of material fails to meet the specification requirements, that lot will be accepted at a reduced price or be removed and replaced. The lowest computed percent payment determined for any pavement characteristic discussed below (for example, thickness, grade, and surface smoothness) becomes the actual percent payment for that lot. The actual percent payment will be applied to the unit price and the measured quantity of concrete in the lot to determine actual payment. Use results of strength tests to control concreting operations. Strength will be evaluated, but will not be considered for payment adjustment. Remove and replace any sublot not meeting the required 'Concrete Strength for Final Acceptance' at no additional cost to the Government.

SECTION 32 13 14.13 Page 1

1.1.4 Payment Adjustment for Smoothness

1.1.4.1 Straightedge Testing

Record location and deviation from straightedge for all measurements.

Determine the computed percent payment for straightedge testing by entering Table 1.

TABLE 1

PAYMENT ADJUSTMENT FOR SMOOTHNESS USING STRAIGHTEDGE

Deviation from straightedge for all measurements made within a lot exceed the tolerance specified in paragraph SURFACE

SMOOTHNESS by:

Computed Percent Payment

Less than or equal to 5.0 percent 100

More than 5.0 percent but Less than or equal to 10.0 percent, after any reduction of high spots or removal and replacement

More than 10.0 percent but Less than or equal to 15.0 percent

More than 15.0 percent but Less than or equal to 20.0 percent

More than 20.0 percent Remove and Replace

1.1.5 Payment Adjustment for Plan Grade

Determine the computed percent payment for plan grade by entering TABLE 3.

TABLE 3

PAYMENT ADJUSTMENT FOR PLAN GRADE

Percent of all measurements made within a lot that are within the payment adjustment limits specified in paragraph Plan Grade

Computed Percent Payment

Less than or equal to 5.0 100

SECTION 32 13 14.13 Page 2

TABLE 3

PAYMENT ADJUSTMENT FOR PLAN GRADE

Percent of all measurements made within a lot that are within the payment adjustment limits specified in paragraph Plan Grade

Computed Percent Payment

More than 5.0 but Less than or equal to 10.0

More than 10.0 but Less than 20

More than 20.0 but Less than 50

50 or more Remove and Replace

As an example, if 100 measurements are required for the specified lot, and 9 of the required measurements are within the Payment Adjustment limits identified in paragraph Plan Grade, 9 percent would be used to determine the computed percent payment of 95 percent.

1.1.6 Payment Adjustment for Thickness

Using the Average Thickness of the lot, determine the computed percent payment for thickness by entering Table 4.

TABLE 4

PAYMENT ADJUSTMENT FOR THICKNESS

Deficiency in Thickness

Determined by cores inches

Computed Percent Payment

Pavements Equal To or Greater Than 8 inches Thick

Pavements Less Than 8 inches Thick

0.00 to 0.24 100 100

0.25 to 0.49 75 65

0.50 to 0.74 50 Remove and Replace

SECTION 32 13 14.13 Page 3

TABLE 4

PAYMENT ADJUSTMENT FOR THICKNESS

Deficiency in Thickness

Determined by cores inches

Computed Percent Payment

Pavements Equal To or Greater Than 8 inches Thick

Pavements Less Than 8 inches Thick

0.00 to 0.24 100 100

0.75 or greater Remove and Replace Remove and Replace

Where either of the two cores from a sublot show a thickness deficiency of

0.75 inch or greater, drill two more cores in the sublot and compute the average thickness of the four cores. If this average shows a thickness deficiency of 0.75 inch or more remove the entire sublot.

1.2 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.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 182 (2005; R 2021) Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton Mats

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 201.1R (2008) Guide for Conducting a Visual Inspection of Concrete in Service

ACI 211.1 (1991; R 2009) Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete

ACI 214R (2011) Evaluation of Strength Test Results of Concrete

ACI 305R (2020) Guide to Hot Weather Concreting

ACI 306R (2016) Guide to Cold Weather Concreting

ACI 325.14R (2017) Guide for Design and Proportioning of Concrete Mixtures for Pavements

ASTM INTERNATIONAL (ASTM)

ASTM A615/A615M (2022) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

SECTION 32 13 14.13 Page 4

ASTM A996/A996M (2016) Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement

ASTM A1078/A1078M (2019) Standard Specification for Epoxy-Coated Steel Dowels in Concrete Pavement

ASTM C31/C31M (2024) Standard Practice for Making and Curing Concrete Test Specimens in the Field

ASTM C33/C33M (2023) Standard Specification for Concrete Aggregates

ASTM C78/C78M (2022) Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)

ASTM C88 (2018) Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate

ASTM C94/C94M (2023) Standard Specification for Ready-Mixed Concrete

ASTM C117 (2023) Standard Test Method for Materials Finer than 75-um (No. 200) Sieve in Mineral Aggregates by Washing

ASTM C123/C123M (2023) Standard Test Method for Lightweight Particles in Aggregate

ASTM C125 (2021a) Standard Terminology Relating to Concrete and Concrete Aggregates

ASTM C131/C131M (2020) Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

ASTM C136/C136M (2019) Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

ASTM C138/C138M (2023) Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete

ASTM C142/C142M (2017; R 2023) Standard Test Method for Clay Lumps and Friable Particles in Aggregates

ASTM C143/C143M (2020) Standard Test Method for Slump of Hydraulic-Cement Concrete

ASTM C150/C150M (2022) Standard Specification for Portland Cement

ASTM C172/C172M (2017) Standard Practice for Sampling

SECTION 32 13 14.13 Page 5

Freshly Mixed Concrete

ASTM C174/C174M (2017) Standard Test Method for Measuring Thickness of Concrete Elements Using Drilled Concrete Cores

ASTM C192/C192M (2019) Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory

ASTM C231/C231M (2024) Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method

ASTM C260/C260M (2010a; R 2016) Standard Specification for Air-Entraining Admixtures for Concrete

ASTM C494/C494M (2019; E 2022) Standard Specification for Chemical Admixtures for Concrete

ASTM C595/C595M (2023) Standard Specification for Blended Hydraulic Cements

ASTM C618 (2023; E 2023) Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete

ASTM C666/C666M (2015) Resistance of Concrete to Rapid Freezing and Thawing

ASTM C881/C881M (2020a) Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

ASTM C989/C989M (2024) Standard Specification for Slag Cement for Use in Concrete and Mortars

ASTM C1017/C1017M (2013; E 2015) Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete

ASTM C1064/C1064M (2023) Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete

ASTM C1077 (2024) Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation

ASTM C1260 (2023) Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)

ASTM C1567 (2023) Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)

SECTION 32 13 14.13 Page 6

ASTM C1602/C1602M (2022) Standard Specification for Mixing Water Used in Production of Hydraulic Cement Concrete

ASTM C1646/C1646M (2016) Making and Curing Test Specimens for Evaluating Frost Resistance of Coarse Aggregate in Air-Entrained Concrete by Rapid Freezing and Thawing

ASTM D75/D75M (2019) Standard Practice for Sampling Aggregates

ASTM D2995 (2023) Determining Application Rate of Bituminous Distributors

ASTM D3665 (2012; R 2017) Standard Practice for Random Sampling of Construction Materials

ASTM D4791 (2019) Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate

NATIONAL READY MIXED CONCRETE ASSOCIATION (NRMCA)

NRMCA QC 3 (2015) Quality Control Manual: Section 3, Plant Certifications Checklist:

Certification of Ready Mixed Concrete Production Facilities

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE CRD-C 55 (1992) Test Method for Within-Batch Uniformity of Freshly Mixed Concrete

COE CRD-C 130 (2001) Standard Recommended Practice for Estimating Scratch Hardness of Coarse Aggregate Particles

COE CRD-C 300 (1990) Specifications for Membrane-Forming Compounds for Curing Concrete

COE CRD-C 521 (1981) Standard Test Method for Frequency and Amplitude of Vibrators for Concrete

COE CRD-C 662 (2009) Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials, Lithium Nitrate Admixture and Aggregate (Accelerated Mortar-Bar Method)

U.S. DEPARTMENT OF DEFENSE (DOD)

TSPWG M 3-250-04.97-05 (2019) Proportioning Concrete Mixtures with Graded Aggregates for Rigid Airfield Pavements

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S"

SECTION 32 13 14.13 Page 7 classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Proposed Techniques ; G, RO

Preliminary Proposed Proportioning ; G, DO

Pavement Quality Control Plan ; G, RO

Stringless Technology ; G, RO

SD-03 Product Data

Diamond…