Am_0004.pdf

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Logistics Readiness Squadron Campus, Offutt AFB, Nebraska Federal contract opportunity
Solicitation number
W9128F21R0026
Issued by
Department of the Army Corps of Engineers Engineering District Omaha

About this file

This federal contract opportunity solicitation seeks proposals for a construction project at Offutt Air Force Base in Nebraska. The project involves demolishing approximately 2,248 square meters of existing warehouse space and other facilities to make way for a new consolidated warehouse facility totaling around 24,197 square feet. The new facility will include logistics and administration areas, shipping and receiving operations areas, open storage areas, and loading and unloading aprons. Supporting facilities will include underground utilities like water, sewer and gas; electric service; paving; a sanitary sewer system; storm drainage; information systems; fire suppression systems; landscaping; site development; intrusion detection systems; and site improvements. Heating and air conditioning will be provided by self-contained systems. The facilities require all necessary site work, utilities, mechanical, electrical, fire protection systems, backup power and other required support. Force protection features will include reinforced exterior walls, blast-proof windows and passive barriers. Sustainable principles including life cycle cost effectiveness will be integrated into the design, development and construction per applicable laws and executive orders.

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Am_0006-Drawings.PDF PDF
Am_0006.pdf PDF
Am_0005.pdf PDF
Am_0004 - D.pdf PDF
Am_0003.pdf PDF
Am_0003 - D .PDF PDF
OF63 LRS CAMPUS OFFUTT AFB AM 0002.PDF PDF
Am_0002.pdf PDF
Am_0001-Drawings.pdf PDF
Am_0001.pdf PDF
LRS Campus Drawings Part 1 of 2.pdf PDF
W9128F-21-R-0026_SPECS.pdf PDF
LRS Campus Drawings Part 2 of 2.pdf.pdf PDF
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Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment No. 0004 W9128F

LRS CAMPUS AT OFFUTT AFB, NEBRASKA

See attached documentation for content of the changes to RFP

Date for receipt of proposals is 09 SEP 2021 at 1400 hours

Government Point of Contact: Dawn Barnett, Contract Specialist (402) 995-2646

U.S ARMY CORPS OF ENGINEERS, OMAHA DISTRICT

CONTRACTING OFFICE

1616 CAPITOL AVE.

OMAHA, NE 68102-4901

See Item 6

W9128F-21-R-0026

09/03/2021

08/02/2021

09/03/2021

Am #0004 - 2 (Continuation SF 30)

03 SEP 2021

Solicitation No. W9128F21R0026

Date of Issue: 02 AUG 2021 Date of Receiving Proposals: 09 SEP 2021

SUBJECT: Amendment No. 0004 to Request for Proposal Solicitation Package for Construction of

LRS CAMPUS AT OFFUTT AFB, NEBRASKA

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_0004]”.

Pages or Sections Deleted Pages or Sections Substituted or Added 01 30 00.24 01 30 00.24

** ** ** 01 33 39AT

01 45 00.00 10 01 45 00.00 10

b. Drawings (Reissued). The following drawings are revised with latest revision date of 03 SEP 2021 and reissued with this amendment.

(1) Sheet OF63 A-530, High Bay Roof Details

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, 09 SEP 2021, 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

03 SEP 2021

JMH/2181

OFR - Logistics Readiness Squadron, Offutt AFB, NE OF63

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/20

PART 1 GENERAL

Attachments:

Appendix A - Contract Document Distribution List

Project Sign Details

General Wage Decision No. NE20210059

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

In accordance with FAR 31.105(d)(2)(i)(b), for the predetermined schedule of construction equipment use rates, use Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule. Copies of each regional schedule may be obtained through the following internet site:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Pamphlets/ on pages 10 and 11 of 13.

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a. The Contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b.The Contractor is responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with the Wage Rate Requirements statute. When the Contractor uses an electronic payroll system, use the electronic payroll service used by the Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract. The electronic payroll service must be capable of preserving these payrolls and related basic records for the required three years after contract completion. The Contractor must obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of the construction contract.

(c) The Contractor's provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the FAR;

SECTION 01 30 00.24 Page 1

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export into an Excel spreadsheet to be imported into the contractor's mode of Resident Management System 3.0;

(5) demonstrated security of data and data entry rights;

(6) ability to produce Contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the data/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy in a Compact Disc (CD) or Digital Versatile Disc (DVD) and Portable Document Format (PDF) file record of data from the system database at the end of the contract closeout. This durable record copy of data from the electronic payroll processing system must be provided to the Government during contract closeout.

d. All Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service must be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services must not be a separately bid or reimbursed item under this contract.

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

- U.S. Department of Labor Veterans’ Employment and Training Service

(VETS):

https://www.dol.gov/vets/

- Federal Veteran Employment Information: https://www.fedshirevets.gov/

- Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

- U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

- Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes

1.4 COMPLETION OF WORK

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

SECTION 01 30 00.24 Page 2

REQUIREMENTS), FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (APR 1984).

1.5 CONTRACTOR PERFORMANCE EVALUATIONS

Federal Acquisition Regulation (FAR) Subpart 36.201(Evaluation of Contractor Performance) requires evaluation of the construction contractor's performance throughout the contract period of performance.

For construction contracts valued at or above $700,000.00, including all modifications, the USACE will evaluate Contractor's performance using the web-based Contractors Performance Assessment Reporting System (CPARS).

After the USACE drafts an evaluation (interim or final), the Contractor will have the opportunity to access, review, comment and either concur or non-concur with the evaluation in the CPARS system for a period of 60 days. Access to the CPARS system requires either specific software called PKI certification (recommended method) or a username and password. The PKI certification is a Department of Defense recommendation and to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and may be purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and contacting vendors can be found on the web site: https://www.cpars.gov .

1.6 LIQUIDATED DAMAGES-CONSTRUCTION

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS), FAR 52.211-12 LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000).

1.7 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

2. Access and General Protection/Security Policy and Procedures

This standard language is for contractor employees with an area of performance within Air Force controlled installation, facility, or area.

Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

2a. For contractors requiring Common Access Card (CAC). Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated National Agency Check with Inquiries (NACI) or an equivalent or higher investigation in accordance with Army Directive 2014-05. The contractor employee will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DoD facility and access, via logon, to DoD networks on-site or remotely; (2) Remote access, via logon, to a DoD network using DoD-approved remote access procedures; or (3) Physical access to multiple DoD facilities or multiple non-DoD federally controlled facilities on behalf of the DoD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI

SECTION 01 30 00.24 Page 3 fingerprint check and a successfully scheduled NACI at the Office of Personnel Management.

2b. For contractors that do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

13. Threat Awareness Reporting Program. For all contractors with security clearances. Per AR 381-12 Threat Awareness and Reporting Program (TARP), contractor employees must receive annual TARP training by a CI agent or other trainer as specified in 2-4b.

1.8 OFFUTT AIR SHOW/OPEN HOUSE

NOTE: Offutt AFB will not hold an Air Show/open house through 2022. The runway is closed through September 2022.

Schedule work so that there will be no construction during the 3 days (Friday, Saturday, and Sunday) of the annual air show and open house at Offutt AFB. Construction sites must be in safe and orderly condition with no open holes, materials neatly and safely stored, equipment properly secured, and all debris removed. The open house usually occurs during the month of August.

1.9 MISSION DELAY DAYS

Anticipate a work delay of up to 10 days during the contract period due to Using Service operations. This time is included in the overall completion time stated.

1.10 CONTRACT DRAWINGS AND SPECIFICATIONS

1.10.1 SETS FURNISHED

Utilize the bid drawings and specifications as amended in the performance of the work until the electronic Adobe Acrobat.pdf conformed specifications and contract drawings (i.e., bid drawings that have been posted with all amendment changes) are sent electronically to the Contractor. See paragraph below for contract drawing distribution requirements. The work must conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work must also conform to any of the standard details bound or referenced herein.

1.10.2 REPRODUCTION AND DISTRIBUTION

The Government will process no progress payments prior to distribution of electronic contract drawings and conformed specification sets by the Government. The Government will provide the Contractor with a CD-ROM or

SECTION 01 30 00.24 Page 4

DVD-ROM or sent electronically containing Adobe Acrobat .pdf contract drawings and conformed specification sets and editable CAD file drawings (format defined in Section 01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS. Prepare final record or as-built drawings as defined in Section 01 33 39.00 10 ADVANCED MODELING

(BIM/CIM/GIS/CAD) REQUIREMENTS.

1.10.3 NOTIFICATION OF DISCREPANCIES

Check all electronically sent drawing files furnished by the government immediately upon their receipt and promptly notify the Contracting Officer of any discrepancies. Follow dimensions marked on drawings in lieu of scale measurements. Enlarged plans and details govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted adjust the scales accordingly. The Contractor must also advise his sub-contractors of the above. The Contractor must compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.10.4 OMISSIONS

Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, does not relieve the Contractor from performing such omitted or misdescribed details of the work but work must be performed as if fully and correctly set forth and described in the drawings and specifications.

1.11 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit items below in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Equipment Room Drawings; G-RO.

1.12 CONCURRENT CONSTRUCTION

Construction work closely related to and/or located at the site of the work under a concurrent contract may be in progress simultaneously with work under this contract. Cooperate with others as necessary in the interest of timely completion of all work. In the event of interference, notify the Contracting Officer (CO) immediately for resolution and the CO decision is final.

1.13 PAYMENT

1.13.1 PROMPT PAYMENT ACT

Pay requests authorized in GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Payments Under Fixed-Price Construction Contracts", will be paid pursuant

SECTION 01 30 00.24 Page 5 to the clause, "Prompt Payment for Construction Contracts". Submit pay requests on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation". All information and substantiation required by the identified contract clauses must be submitted with the ENG Form 93, and the required certification included on the last page of the ENG Form 93a, signed by an authorized contractor official and dated when signed. The designated billing office is the Office of the Area Engineer.

1.13.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

a. Pursuant to Federal Acquisition Regulation (FAR) 52.232-5, Payments Under Fixed Price Construction Contracts, materials delivered to the contractor at locations other than the site of the work may be taken into consideration in making payments, if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site are limited to:

(1) Materials required by the technical provisions; or

(2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; or

(3) Items specifically listed below in paragraph b.

b. Payment for materials delivered off-site must be made only after receipt of paid invoices listing the value of material and labor incorporated in the items along with a canceled check showing the prime contractor's title to the items delivered off site. Payment for materials delivered off-site must be limited to the following items: none identified.

1.14 AVAILABILITY OF UTILITY SERVICES

The Government will make available all reasonably required amounts of water associated with the performance of the work free of charge to the Contractor. Coordinate with the local utilities for sanitary, electrical (OPPD), and communications (COX or QWEST) to install all new connections from off-base sources to support construction and the construction site trailers. Make all temporary connections and install distribution lines.

Furnish to the Contracting Officer a complete system layout drawing showing type of materials to be used and method of installation for all temporary electrical systems. Pay for all costs associated with installing the utilities to the site and the construction site trailers from public and private utilities and pay for all costs associated with providing the utilities, including the Accommodations for Government Personnel, throughout the entire project from NTP until construction site trailer removal and completion of the project. Maintain all temporary lines in a workmanlike manner satisfactory to the Contracting Officer and remove in like manner prior to final acceptance of the construction. Meet all local, state and federal codes/regulations when providing the temporary utilities to the site and construction trailers (including the Accommodations for Government Personnel. Normal quantities of electricity and water used during construction and for all testing will be furnished by the Contractor and this requirement supersedes any of the Technical Specification which state that the government will provide utilities during construction, testing or commissioning. Finally, replenish any diesel fuel used due to any required operation or testing of the Base power generators in connection with this construction project.

SECTION 01 30 00.24 Page 6

1.15 UTILITY SERVICE INTERRUPTIONS

a. The Contractor shall submit written notification not less than 14 calendar days in advance of each interruption of each utility and communication service to or within existing buildings and facilities being used by others. No single outage will exceed 4 hours unless approved in writing. The time and duration of all outages will be coordinated and approved with the Using Agency by the Contracting Officer. The Contractor shall describe the work to be done, the desired time, date, and duration of the outage. No work shall be done until approval is received from the Government Construction Representative. All utility outages will be conducted during non-duty hours. All utility service interruptions shall be kept to a minimum. In order to minimize interruption durations, the Contractor shall make every attempt to complete maximal preparation prior to each utility interruption.

b. All overhead utility pole removal, relocation, and/or bracing shall be accomplished by OPPD. The Contractor shall coordinate any work within 5 feet of any utility pole with OPPD. The OPPD point of contact is David Oritz at 531-226-3396. Any required stand-off charges for bracing, pole relocates, or required overhead changes to ensure safety of property and personnel shall be at the Contractor expense.

1.16 CONSTRUCTION PERMITS

See attached "Digging Permit Process and Sample Request with Locations".

1.16.1 Digging Permits

The Contractor will be responsible for coordinating a Government supplied, Base Civil Engineer Work Clearance Request (AF Form 103) prior to performing digging of any type. The Contractor shall process the digging permit by coordinating with and obtaining signatures from responsible representatives of the organizations listed on the AF Form 103 prior to obtaining final approval from the Base Civil Engineer or their designated representative. The area requested for clearance for each individual permit shall be limited to a maximum of two (2) weeks production for an individual permit. Government assistance in obtaining the signatures will be limited to an as-needed basis in the event of unusual circumstances. It will be the Contractor's responsibility to coordinate the completion of the necessary AF Form 103 and arrange to have existing utilities located as indicated on the completed form, prior to the beginning of digging operations in the individual areas. This coordination is anticipated to take approximately three (3) working days to complete per request, and may require coordination with as many as twenty (20) individuals located on or near the base. A copy of the AF Form 103 is attached to this section. Any unusual delay in obtaining approval from any particular organization will be reported immediately to the COR for assistance. The Contractor must comply with the four Contractor responsibilities on the back of the AF Form 103, including maintaining a copy of the AF Form 103 on the job site while working. These shall be entered in the log as a submittal in the web based submittal tracking system.

1.16.2 Utility Staking Requirements

The Contractor shall layout and mark his intended area(s) of excavation before calling for field coordination by utility personnel. This shall be done a minimum of five (5) working days in advance of when digging is expected to begin. The layout marks shall be either flags or stakes, white

SECTION 01 30 00.24 Page 7 in color and having the Contractor's name, phone number, project number and project title clearly printed on them. Once all responsible utility representatives have field located crossover and/or interference points between the new utility route and existing utilities, and signed off on the digging permit to signify completion of the field coordination of the digging permit, then digging in the area represented by the digging permit may begin.

1.16.3 Digging Operations

Digging near established interference or crossover points shall be done by hand, five (5) feet either side of the point along the intended route, in order to prevent disturbing the existing utility. If the existing utility is uncovered in the new excavation, it shall be protected from damage and movement while in the open excavation and during backfill. The Contractor shall be responsible for the repairs and associated costs for repairs of any utility damaged by construction, whose location was made known to the Contractor. Digging operations will be conducted IAW OSHA standard 29 CFR

1926.651. Inspections of excavations, adjacent areas and protective systems will be inspected by a competent person. As a minimum, daily inspections will be conducted prior to work, and as needed throughout the shift. Inspections will be made after every rainstorm or other hazard increasing occurrence.

1.17 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default:

(Fixed-Price Construction)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN 12

FEB 10

MAR 7

APR 7

MAY 9

JUN 8

JUL 8

SECTION 01 30 00.24 Page 8

AUG 6

SEP 7

OCT 5

NOV 7

DEC 11

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the RMS daily CQC report, any occurrence of adverse weather and resultant impact to normally scheduled work, within 24 hours of the event. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day. Describe in the RMS daily CQC reports the critical path item that is being affected and provide the critical path activity number(s) from the current schedule. The COR must acknowledge and accept the agreed upon occurrence of each adverse weather delay in RMS for the delays to be considered as adverse weather delays.

At the end of each month, identify the number of actual adverse weather delay days that includes days impacted by actual adverse weather (even if adverse weather occurred in previous month), calculated chronologically from the first to the last day of each month, and recorded as full days.

If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b. above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default (Fixed Price Construction)". (ER 415-1-15)

1.18 INSURANCE REQUIRED

In accordance with GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Insurance Work on a Government Installation," procure the following minimum insurance:

Type Amount

Workmen's Compensation and Employer's Liability Insurance $100,000

General Liability Insurance $500,000 per occurrence

Automobile Liability Insurance Bodily injury $200,000 per person and $500,000 per occurrence Property damage $ 20,000 per occurrence

(Coverages per FAR 28.307-2)

1.19 SECURITY REQUIREMENTS

1.19.1 Contractor's Employee Identification

The Contractor is responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer. Deliver all prescribed identification immediately be delivered to the Contracting Officer, for cancellation upon release of any employees. When the contract involves work in restricted security areas, only employees who are U.S. citizens will be permitted to enter. Proof of U.S. citizenship

SECTION 01 30 00.24 Page 9 is required prior to entry. When required by the Contracting Officer, obtain and submit fingerprints of all persons employed or to be employed on the project. (Based on FAR 52.204-2)

1.19.2 Offutt AFB Security Requirements

See Section 01 32 52.02 24 PHASING, GENERAL AND SPECIAL SECURITY

PROVISIONS.

1.19.3 AIRFIELD DRIVING

Any person operating a motor vehicle inside the airfield fence on Offutt AFB must have in their possession a current AF IMT 483 Certificate of Competency for airfield driving. Training to obtain the Certificate of Competency is approximately 3 hours per individual and will be conducted by the Government airfield driving program manager. Only individuals with the Certificate of Competency are authorized to have the code to access the flight-line. Giving the gate codes to unauthorized individuals or not following procedures outlined in the training, such as FOD checks when entering the flight-line, will result in immediate revocation of the individual’s Certificate of Competency. Any possible project delays or costs associated with an individual’s revocation of the Certificate of Competency are the Contractor’s responsibility and shall be at no additional cost to the Government. The project performance period will not be extended due to loss of airfield access for failure to follow established procedures and guidance.

1.20 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.21 NONDOMESTIC CONSTRUCTION MATERIALS

The list of excepted nondomestic construction materials or their components referenced in the Buy American Construction Material Contract Clauses includes the list set forth in paragraph 25.104 of the Federal Acquisition Regulation.

1.22 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

In order to closely coordinate work under this contract, prepare a written agenda/meeting minutes and attend a weekly coordination meeting with the Contracting Officer and Using Service at which time the Contractor must submit for coordination and approval, their proposed daily work schedule for the next two week period. Provide a copy of modifications (MODs), Serial Letters, Requests for Information (RFIs)and any other information that is needed in the minutes of the meeting.

Include required temporary utility services, time and duration of interruptions, and protection of adjoining areas with the Contractor's proposed 2-week work schedule. At this meeting, the Contractor must also submit their schedule of proposed dates and times of all preparatory inspections to be performed during the next 2 weeks. The items of work listed on the proposed 2-week schedule are to be keyed to the NAS by activity number and description for each activity anticipated to be performed during the next 2-week period. Coordination action by the Contracting Officer relative to these schedules will be accomplished during these weekly meetings. Daily reports must be completed and given to the Contracting Officer or Representative within 24 hours of work. All official correspondence such as serial letters and RFIs, with attachments

SECTION 01 30 00.24 Page 10 are to be provided in one hardcopy original with original signatures and one electronic (Adobe pdf format) copy by email. The Government will consider the correspondence to be received when the official hardcopy or electronic copy is received by the designated office.

1.23 AS-BUILT DRAWINGS

See 01 33 39.00 10 ADVANCED MODELING (BIM/CIM/CAD) REQUIREMENTS.

1.24 SIGN

On commencement of work on this project, furnish and erect the temporary sign in the location selected by the Contracting Officer near the project site. Maintain the sign in good condition through the project construction period. Upon completion of the project remove the sign from the premises. The project sign must conform to standard drawing bound herein. A decal of the "Engineer Castle" and the U. S. Air Force emblem will be furnished the Contractor upon request.

1.25 EQUIPMENT ROOM DRAWINGS

Prior to construction, prepare and submit room plans for all mechanical, electrical, and communication rooms or similar areas. The plans must be consolidated for all trades, be to scale, and show all pertinent structural features. In addition, other items such as doors, windows, and cabinets required for installation and which will affect the available space, must be shown. All mechanical and electrical equipment and accessories must be shown to scale in plan and elevation and/or section in their installed positions. All duct work and piping must be shown.

1.26 CONTRACTOR FURNISHED EQUIPMENT DATA

See Section 01 78 36.00 24 WARRANTY OF CONSTRUCTION for Contractor Furnished Equipment Data to be submitted as part of the Warranty Equipment Booklet.

1.27 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

The Contractor shall furnish and maintain office type trailer for the use of Government inspectors. The trailer shall have a minimum floor space of 400 sq. ft. The trailer shall meet the following requirements:

Sufficient blocks and straps (Per EM385) to steady the trailer when spotted for use. An entrance near each end with each entrance equipped with a door with fixed window and screen door. Approximately 80 sq. ft.

ventilating type of window space with all windows having louvered screens or screens and venetian blinds. Floors, ceiling and walls to be insulated. Ceiling vents with at least one having an exhaust fan.

Varnished plywood interior. Inlaid linoleum covered floors. Ceiling light operated from switch at door. Fluorescent 2-40 watt tube fixtures at each end of trailer. Double electric outlets located near ends of trailer with one exterior weatherproof outlet. Electric 5-gal. water cooler with two plastic bottles replaced with new water bottles as needed. Forced-air central electric heating unit with minimum capacity of 15,000 B.t.u. per hour, thermostatic controlled. Thermostatically controlled 12,000 B.t.u. air conditioning unit. Wardrobe of approximately 48 inch length. Two kneehole desk 30" x 32" x 5'0", with 3 drawers on each side of the kneehole; drafting stool, three swivel chair with arms, 3 straight-back or folding chairs and one legal size filing cabinet with four drawers. Drafting table on shelf with built-in cabinets below. Plan

SECTION 01 30 00.24 Page 11 rack capable of holding approximately 75 standard drawings. Used furniture, in good condition, will be acceptable. One - Five lb. CO2 fire extinguishers. Exterior toilet facilities. The trailer shall be located at the direction of the Contracting Officer's Representative. The Contractor shall provide accommodations, weekly janitorial service, fuel for light plant and heating facilities, electricity, internet and water, all at no cost to the Government. For internet, the contractor shall provide one high-speed data line (T1 or DSL) for computer use. The computer line should be provided through close coordination with the Contracting Officer. If high speed data is not available, the KTR shall provide satellite internet services. Provide an ANSI approved, 16-unit first aid kit, mounted on the wall of the trailer. The entire facility, including furniture, will remain the property of the Contractor and shall be removed from the site Upon completion of the contract, the trailer shall remain the property of the Contractor and shall be removed from the site of the work.

1.28 PARTNERING

a. The Government intends to encourage the formation of a cohesive partnership with the Contractor. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objective is effective contract performance in achieving completion within budget, on schedule and in accordance with plans and specifications. This partnership between the Contractor and the Government will be voluntary and its implementation will not be part of the contract requirements nor will it result in a change to contract price or terms.

b. It is anticipated that immediately after the preconstruction conference, the appropriate Contractor's key personnel and Government key personnel will attend a 2-3 hours informal team building workshop at the Area or Resident Office (as directed).a 2-day team building workshop.

Follow-up workshops of 1 or 2 days duration may be held periodically throughout the duration of the contract as agreed to by the Contractor and the Government. Costs of the facilitator and facilities for the workshops will be shared equally by the participants.

1.29 PROFIT

a. Use the weighted guidelines method of determining profit on any equitable adjustment change order or modification issued under this contract. The profit factors must be as follows:

Factor Rate Weight Value Degree of Risk 20 See Item Relative difficulty of work 15 b. below Size of Job 15 Period of performance 15 Contractor's investment 5 Assistance by Government 5 Subcontracting 25

b. Based on the circumstances of each procurement action, each of the above factors must be weighted from .03 to .12 as indicated below. Obtain the value by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

SECTION 01 30 00.24 Page 12

(1) Degree of Risk. Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12.

Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider:

the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

(2) Relative Difficulty of Work. If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

(3) Size of Job. All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

(4) Periods of Performance. Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

(5) Contractor's Investment. To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

(6) Assistance by Government. To be weighted from .12 to .03 on the basis of average to above average. Things to consider: use of Government-owned property, equipment and facilities, and expediting assistance.

(7) Subcontracting. To be weighted inversely proportional to the amount of subcontracting. Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

1.30 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

It is the position of the Department of Defense that the Davis-Bacon Act, 40 U.S.C. 276a is applicable to temporary facilities such as job headquarters, tool yards, batch plants, borrow pits, sandpits, rock quarries, and similar operations, provided they are dedicated exclusively, or nearly so, to performance of the contract or project, and provided they are adjacent or virtually adjacent to the site of the work and are established after receipt of the proposal or bid. Clause "Payrolls and Basic Records" of the GENERAL CONDITIONS (CONTRACT CLAUSES) is applicable to such operations.

1.31 DRAWING SCALES

All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted, the contractor adjust the scales accordingly. The Contractor must also advise their

SECTION 01 30 00.24 Page 13 sub-contractors of the above.

1.32 WAGE RATE APPLICATION

Applicable to all work.

1.33 FEDERAL HOLIDAYS

The following Federal legal holidays are observed by this installation:

New Year's Day 1 January Martin Luther King's Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

If a wage determination applies the number of holidays specified on it, it has priority over this requirement.

1.34 WORK SCHEDULE

Working hours for the Contractor will normally be between the hours of 6:30 a.m. and 5:00 p.m., excluding Saturdays, Sundays, and Federal holidays. If the Contractor wishes to work during periods other than above, additional Government inspection forces may be required. The Contractor must request permission from the Contracting Officer in writing to work during periods other than above sufficiently in advance to allow assignment of additional inspection forces when the Government Construction Representative determines that the additional inspection force is reasonably available. If such force is reasonably available, the Contracting Officer may authorize the Contractor to perform work during periods other than normal duty hours/days.

1.35 NEBRASKA SALES AND USE TAX

Offeror's shall exclude Nebraska sales and use tax from the proposal price under Nebraska Department of Revenue Form 17G (provided herein for reference). The Contracting Officer will provide a completed Nebraska Department of Revenue Form 17G to the successful Offeror after award.

Upon receipt of the signed form, the Contractor is responsible for complying with the instructions on Nebraska Department of Revenue Form 17G for use in securing exemption from state taxes on the purchase of building materials. The original form will be retained by the Contractor and a copy provided to the Contracting Officer.

[*Am_0004]Text Deleted [*Am_0004]

SECTION 01 30 00.24 Page 14

PART 2 NOT USED

PART 3 EXECUTION

SECTION 01 30 00.24 Page 15

3.1 APPENDIX A- CONTRACT DOCUMENT DISTRIBUTION LIST

Appendix A - Contract Document Distribution List

Addressee No. of Sets

Drawings Emedia Half Size full-size

Attn: CENWO-PM-M (Justyn Dickson) 0 0 2 U.S Army Engineer District, Omaha 1616 Capitol Avenue Omaha, NE 68l02-4901

CENWO-CDF-O (Attn: Joel Flere) 1 0 2 US Army Corps of Engineers - Fort Crook Area Office B525 Castle Hall (3rd Floor) Offutt AFB, NE 68113

55 CES (Attn: Ray Woracek) 6 1 2 106 Peacekeeper Drive, Suite 2N3 Offutt AFB, NE 68113

AFCEC/CFMD (Attn: Don Fucik) 0 0 2 17075 Weir Street Omaha, NE 68135

55WING NEXGEN-PMO 0 0 2

TOTALS 7 1 10

SECTION 01 30 00.24 Page 16

-- End of Section --

SECTION 01 30 00.24 Page 17

Air Force Sustainability Requirements Scoresheet HPSB COMPLIANCE (Updated Jan 2017) * required entry

General Information INCOMPLETE 1080932 Project ID (e.g. ABCD12345)

Real Property Unique ID (RPUID) * 586 Facility Number LRS Facility Building Name Offutt AFB Installation Bellevue City NE State Yes CONUS

ACC MAJCOM

USACE Construction Agent Fucik, Donald AFCEC DM/CM (Last Name, First Name)

$18,500,000.00 PA

26,600 Building Size (SF) 2019 Program Year (FY####) 65% Design Project Phase 09/30/19 Design Started (MM/DD/YY)

06/30/23 BOD (MM/DD/YY)

GBI GP Guiding Principles Compliance Certification Method

100% HPSB Compliant Yes Energy Efficiency Achieved (% below ANSI/ASHRAE/IESNA

Standard 90.1-2013) 2017V1 Scoresheet version

SURVEY

INCOMPLETE

Date Project Registered (MM/DD/YY)

Date Project Certified (MM/DD/YY)

9/2/2021 1

Color Coding: See Instructions Tab for more detail Yes or N/A No Recommended not Required

90.1-2013 HPSB I: Employ Integrated Design Principles (UFC 1-200-02 para 2-2) Total Points 2 Possible Points 2

Yes HPSB I.1 Integrated Design 1

Yes HPSB I.2 Commissioning 1 HPSB II: Optimize Energy Performance (UFC 1-200-02 para 2-3) Total Points 5 Possible Points 5

Yes HPSB II.1 Energy Efficiency 1

Yes Reduce energy use 30% below ANSI/ASHRAE/IESNA Standard 90.1- 2013 or IECC, or if not - achieve maximum energy efficiency that is lifecycle cost effective Insert percentage below ANSI/ASHRAE/IESNA Standard 90.1-2013 or IECC, in terms of energy use (e.g. 32)

Insert building energy intensity (kBtu/yr-sqft) calculated IAW 10 CFR

Yes Roof Attributes (Recommended) 1 Select roof types (Check below)

Energy Efficient Products 1 Yes

N/A HPSB II.2 On-site Renewable Energy 1

N/A Installed renewable energy elements or projects were not lifecycle cost effective Renewable energy types (check below)

Insert generation capacity (kW) * Insert percentage of total building *

Yes HPSB II.3 On-site Renewable Energy - Solar Hot Water Heater System 1

Yes Installed solar hot water heater system or found installation not lifecycle cost effective Insert generation capacity (MMBtu/yr) * Insert percentage of demand *

Yes HPSB II.4 Metering 1 Yes Electric Metering: Select N/A if no service

Yes Natural Gas Metering: Select N/A if no service

Yes Steam Metering: Select N/A if no service HPSB III: Protect and Conserve Water (UFC 1-200-02 para 2-4) Total Points 6 Possible Points 6

Yes HPSB III.1 Indoor Water 1

Yes Indoor Water Metering 1

Yes HPSB III.2 Outdoor Water 1

Yes Outdoor Water Metering 1

Yes HPSB III.3 Alternative Water 1

Yes HPSB III.4 Stormwater Management (LID Documentation per UFC 3-210-10) 1

Change in Impervious Area (SF) * Pre-Award Cost Estimate ($) *

Yes Project addressed EISA 438

0 EISA Technical Constraints

Percent Increase in Stormwater Runoff for 95 Percentile Storm (%) -or- Percent Increase in Stormwater Runoff from continuous simulation model, published data, studies, or other established tools (Reference UFC 3-210-10 Figure 2-1 Implementation of EISA Section 438)

On-Site LID Features Locations

0 Integrated Management Practices Employed

Drop-Down Box No Entry Required Custom Entry

Solar PV

Solar CP

Solar Thermal Electric

Geothermal

GSHP Wind

Hydro Waste to Energy

Renewables were not lifecycle cost effective

Cool roof

Green roof

Solar electric

Solar thermal

Solar Passive

Retaining stormwater impact receving water flow

Site too small to infiltrate significant volume

State or local restrict water harvesting

Shallow bedrock, contaminated soil, high ground water table, underground utilities

Non-potable water demand to small Structural, plumbing, and other mods not feasible

Soil infiltration capacity limited

State or local restrict use of green infrastructure or LID

Other

9/2/2021 2

Final LID Construction Cost ($)

Post Construction Analysis (Name of DOR) HPSB IV: Enhance Indoor Environmental Quality (UFC 1-200-02 para 2-5) Total Points 8 Possible Points 8

Yes HPSB IV.1 Thermal Comfort 1

Yes HPSB IV.2 Ventilation 1

Yes HPSB IV.3 Daylighting 1

Yes HPSB IV.4 1

Yes HPSB IV.5 Low Emitting Materials 1

Yes HPSB IV.6 Protect Indoor Air Quality during Construction 1

Yes HPSB IV.7 Environmental Tobacco Smoke Control 1

Yes HPSB IV.8 Occupant Health and…

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