W9128F-22-R-0028_SPECS.pdf

Specifications for Construction W9128F-22-R-0028

SATCOM-MILSTAR CAMPUS

OFFUTT AFB, NEBRASKA

OCTOBER 2022

U.S. ARMY CORPS OF ENGINEERS

OMAHA DISTRICT

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00 01 00 - 1 PROJECT TABLE OF CONTENTS

SPECIFICATIONS FOR CONSTRUCTION OF

SATCOM MILSTAR CAMPUS AT OFFUTT AFB, NEBRASKA

PROJECT TABLE OF CONTENTS

NOTE: WHERE CONFLICTS EXIST WITHIN THESE SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENTS GOVERN.

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

AF103 BASE CIVIL ENGINEERING WORK CLEARANCE FORM

PROJSIGN PROJECT SIGN DETAILS

NDORF17G NEBRASKA DEPARTMENT OF REVENUE FORM 17G

DIG DIG PERMIT PROCESS AND SAMPLE REQUEST WITH LOCATION

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

REGISTER SUBMITTAL REGISTER

E4025 SAMPLE TRANSMITTAL FORM

01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING

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

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 41 26.02 24 (NEBRASKA) NPDES PERMIT REQUIREMENTS FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.00 10AT SAMPLE QUALITY CONTROL REPORT

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 20.00 10AT ENVIRONMENTAL SPECIAL CONDITIONS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 FACILITY DATA REQUIREMENTS

01 78 36.00 24 WARRANTY OF CONSTRUCTION

01 78 39.00 24 AS-BUILT DRAWINGS

01 78 39.00 24AT SAMPLE TITLE BLOCK INFORMATION KEY

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

00 01 00 - 2 PROJECT TABLE OF CONTENTS

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 14 STRUCTURAL METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 36 SPRAY FOAM THERMAL BARRIERS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 54 23 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

07 60 00 FLASHING AND SHEET METAL

07 71 00 ROOF SPECIALTIES

07 72 30 ROOF ACCESSORIES

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 36 13 SECTIONAL OVERHEAD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

00 01 00 - 3 PROJECT TABLE OF CONTENTS

DIVISION 09 - FINISHES (CONTINUED)

09 65 00 RESILIENT FLOORING

09 65 66 RESILIENT ATHLETIC FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DIVISION 11 – EQUIPMENT

11 24 29 FALL PROTECTION SYSTEMS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 32 00 MANUFACTURED WOOD CASEWORK

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 50 00.13 10 FURNITURE AND FURNITURE INSTALLATION

12 59 00 SYSTEMS FURNITURE

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 73 CONTROL FOR MECHANICAL EQUIPMENT

13 49 20.00 10 RFI/EMI SHIELDING

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

21 13 16 DRY PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 48.19 BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 20 FACILITY GAS PIPING

23 21 23 HYDRONIC PUMPS

00 01 00 - 4 PROJECT TABLE OF CONTENTS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) (CONTINUED)

23 23 00 REFRIGERANT PIPING

23 30 00 HVAC AIR DISTRIBUTION

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED AND CONDENSER WATER PIPING SYSTEMS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 23 COMPUTER ROOM AIR CONDITIONING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.21 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 05 11.26 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 LOW-VOLTAGE SWITCHGEAR

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH AUXILIARIES

26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY (UPS)

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 13 SWITCHBOARDS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 – COMMUNICATIONS

27 05 29.00 10 PROTECTIVE DISTRIBUTION SYSTEM (PDS) FOR SIPRNET COMMUNICATION

SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 41 00 AUDIO-VISUAL SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 21 13 RADON MITIGATION

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 20 BASE COURSE FOR RIGID PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

00 01 00 - 5 PROJECT TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS (CONTINUED)

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK GATES

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 52 40 FUEL SYSTEMS PIPING (NON-HYDRANT)

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 57 55 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 – TRANSPORTATION

34 75 13.13 CRASH RATED ACTIVE VEHICLE BARRIERS AND CONTROLS

-- End of Project Table of Contents --

SATCOM-MILSTAR campus - Offutt AFB Nebraska OF59

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/ 20

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS

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

CONTRACTS

1.4 COMPLETION OF WORK

1.5 CONTRACTOR PERFORMANCE EVALUATIONS

1.6 LIQUIDATED DAMAGES-CONSTRUCTION

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

1.8 OFFUTT AIR SHOW/OPEN HOUSE

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9.1 SETS FURNISHED

1.9.2 DISTRIBUTION

1.9.3 NOTIFICATION OF DISCREPANCIES

1.9.4 OMISSIONS

1.10 SUBMITTALS

1.11 PAYMENT

1.11.1 PROMPT PAYMENT ACT

1.11.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

1.12 AVAILABILITY OF UTILITY SERVICES

1.13 UTILITY SERVICE INTERRUPTIONS

1.14 CONSTRUCTION PERMITS

1.14.1 Digging Permits

1.14.2 Utility Staking Requirements

1.14.3 Digging Operations

1.15 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.16 INSURANCE REQUIRED

1.17 SECURITY REQUIREMENTS

1.17.1 Contractor's Employee Identification

1.17.2 Entry Requirements

1.18 CONTRACTOR QUALITY CONTROL (CQC)

1.19 NONDOMESTIC CONSTRUCTION MATERIALS

1.20 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.21 AS-BUILT DRAWINGS

1.22 SIGN

1.23 GOVERNMENT-FURNISHED PROPERTY

1.24 EQUIPMENT ROOM DRAWINGS

1.25 CONTRACTOR FURNISHED EQUIPMENT DATA

1.26 ACCOMMODATIONS FOR GOVERNMENT PERSONNEL

1.27 TERMITE TREATMENT REPORTING

1.28 PARTNERING

1.29 PROFIT

1.30 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

SECTION 01 30 00.24 Page 1

1.31 DRAWING SCALES

1.32 WAGE RATE APPLICATION

1.32.1 Building Schedule

1.32.2 Heavy and Highway Schedule

1.33 FEDERAL HOLIDAYS

1.34 BASE HOURS

1.35 NEBRASKA SALES AND USE TAX

PART 2 NOT USED

PART 3 EXECUTION

3.1 APPENDIX A- CONTRACT DOCUMENT DISTRIBUTION LIST

ATTACHMENTS:

Appendix A - Contract Document Distribution List

Project Sign Details

Form 17G - Purchasing Agent Appointment by the Federal Government and Delegation of Authority for Sales and Use Tax

Dig Permit Process and Sample Request with Locations

-- End of Section Table of Contents --

SECTION 01 30 00.24 Page 2

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

Form 17G - Purchasing Agent Appointment by the Federal Government and Delegation of Authority for Sales and Use Tax

Dig Permit Process and Sample Request with Locations

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:

SECTION 01 30 00.24 Page 3

(1) commercially available;

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

(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

SECTION 01 30 00.24 Page 4

1.4 COMPLETION OF WORK

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

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

1a. General Security Requirements and guidance

The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). The Department of Defense (DoD) and Service-specific security requirements specified below, if applicable, are performance requirements.

All contract personnel shall complete applicable initial training within 30 days of contract award, or the date new contract personnel begin performance on the contract. The Contractor shall maintain security training records in accordance with applicable RA policies. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated security in accordance with applicable RA plans and procedures - this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the

SECTION 01 30 00.24 Page 5

Government may implement security changes that affect contract personnel.

The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

2. Physical security and access control requirements

All contract personnel requiring physical access to a DoD installation or facility shall comply with the access control procedures of that location.

Contract personnel requiring unescorted access on a DoD installation in the US to meet contract performance requirements shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as “NCIC-III”) and Terrorist Screening Database (commonly referred to as “TSDB”). Contract personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to DoD-owned facilities shall coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of the RA.

Reference: DoDM 5200.08, Volume 3, “Physical Security Program: Access to DoD Installations.”

5. Antiterrorism (AT) Level 1 training

All contract personnel requiring routine access to DoD installations, facilities, and controlled access areas, or requiring network access shall complete initial and annual refresher AT Level I awareness training for the first three years of performance on a DoD contract, and triennially thereafter. The RA may also provide additional awareness material to contract personnel regarding suspicious activity reporting. Online AT Level I awareness training is available at https://jko.jten.mil/courses/AT-level1/launch.html or https://jkodirect.jten.mil/ (website subject to change). Reference: DoDI O-2000.16, Volume 1, "DoD Antiterrorism Program Implementation: DoD Antiterrorism Standards.". Contract personnel shall also complete Operations Security (OPSEC) Awareness training at https://www.cdse.edu/Training/Operations-Security/. Antiterrorism and Operations Security trainings shall be complete prior to entering Offutt

AFB.

1.8 OFFUTT AIR SHOW/OPEN HOUSE

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 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9.1 SETS FURNISHED

Utilize the bid drawings and specifications as amended in the performance of the work until the electronic Adobe Acrobat .pdf conformed

SECTION 01 30 00.24 Page 6 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.

1.9.2 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 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 78 39.00 24 AS-BUILT DRAWINGS and 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 78 39.00 24

AS-BUILT DRAWINGS.

1.9.3 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.

1.9.4 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.

1.10 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.

1.11 PAYMENT

1.11.1 PROMPT PAYMENT ACT

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

SECTION 01 30 00.24 Page 7

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

1.11.2 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.

1.12 AVAILABILITY OF UTILITY SERVICES

No utilities will be made available to the Contractor by the Government from existing system outlets and supplies. Coordinate with the local utilities electrical (OPPD) and communications (COX or CenturyLink).

Coordinate with OPPD to install meters to determine the amount of electricity used by the Contractor, and pay for all electricity used.

Coordinate with the base to install meters to determine the amount of natural gas and water used by the Contractor, and make arrangement to pay for all base-owned utilities (natural gas and water) used. Make all temporary connections, install distribution lines, and pay all cost associated therewith.

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. 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. 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 8

1.13 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.

1.14 CONSTRUCTION PERMITS

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

1.14.1 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.

1.14.2 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 9 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.

1.14.3 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.

1.15 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 10

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)

1.16 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)

1.17 SECURITY REQUIREMENTS

1.17.1 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 11 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)

1.17.2 Entry Requirements

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

PROVISIONS.

1.18 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.19 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.

1.20 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

In order to closely coordinate work under this contract, the Contractor shall prepare a written agenda/meeting minutes and attend a weekly coordination meeting with the Contracting Officer and Using Service at which time the Contractor shall submit for coordination and approval, his proposed daily work schedule for the next two week period. The Contractor shall 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. Required temporary utility services, time and duration of interruptions, and protection of adjoining areas shall be included with the Contractor's proposed 2-week work schedule. At this meeting, the Contractor shall also submit his schedule of proposed dates and times of all preparatory inspections to be performed during the next 2 weeks.

Coordination action by the Contracting Officer relative to these schedules will be accomplished during these weekly meetings. Daily reports shall 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 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 hardcopy is received by the designated office.

1.21 AS-BUILT DRAWINGS

See SECTION 01 78 39.00 24 - AS-BUILT DRAWINGS and 01 33 39.00 10

ADVANCED MODELING (BIM/CIM/CAD) REQUIREMENTS.

1.22 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.

SECTION 01 30 00.24 Page 12

1.23 GOVERNMENT-FURNISHED PROPERTY

Pursuant to CONTRACT CLAUSES clause: "Government Property " the Government will furnish to the Contractor the following property to be incorporated or installed in the work. Such property will be furnished f.o.b. truck at the project site and the Contractor must accept delivery when made, and unload and transport the property to the jobsite at their own expense.

All such property must be installed or incorporated into the work at the expense of the Contractor. Verify the quantity and condition of such Government-furnished property when delivered and report the receipt of Government-Furnished Property in accordance with Section 00 72 00 GENERAL

CONDITIONS (CONTRACT CLAUSES) DFARS 252.211-7007 REPORTING OF

GOVERNMENT-FURNISHED PROPERTY. For damage or loss or property follow Section 00 72 00 GENERAL CONDITIONS (CONTRACT CLAUSES) DFARS 252.245-7002

REPORTING LOSS OF GOVERNMENT PROPERTY.

Quantity Item Description See attached FF&E Package

1.24 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.

1.25 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.

1.26 ACCOMMODATIONS FOR GOVERNMENT PERSONNEL

The Contractor shall furnish and maintain a office type trailer for the use of Government inspectors. The trailer shall have a minimum floor space of 200 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

SECTION 01 30 00.24 Page 13

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, four swivel chair with arms, 4 straight-back or folding chairs and one legal size filing cabinet with four drawers.

-Drafting table on shelf with built-in cabinets below.

-Plan rack capable of holding approximately 75 standard drawings.

-Used furniture, in good condition, will be acceptable.

-Two - 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.

1.27 TERMITE TREATMENT REPORTING

If termite treatment is required, the Contractor must submit a DD Form 1532-1 Pest Management Maintenance Record to the COR by the first day of the month following any month a termite treatment, or other pest control chemical, is applied. The form must be completely filled out including the type of chemical and quantity applied. Application of termiticides is defined in Unified Facilities Guide Specifications 31 31 13.16 Chemical Termite Control.

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. The partnering meeting will be held approximately 2 to 3 months after contract NTP. The Contractor's key personnel that must attend the meeting will include the Project Executive, Project Manager, Superintendent, CQC and SSHO as a minimum. The formal team building workshop/partnering meeting will be held for one 8 hour day. The contractor will procure the partnering meeting venue which shall accommodate approximately 50 people and USACE will provide the partnering meeting facilitator.

SECTION 01 30 00.24 Page 14

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.

(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

SECTION 01 30 00.24 Page 15 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 sub-contractors of the above.

1.32 WAGE RATE APPLICATION

1.32.1 Building Schedule

Applicable to all building construction and work up to 5 feet outside of the building.

1.32.2 Heavy and Highway Schedule

Applicable to all work not properly classified as building.

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 Juneteenth 19 June 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 BASE HOURS

Base operation hours are 6:00 a.m. to 6:00 p.m. daily (Monday through Friday), excluding federal holidays. Access to the base during other times must be requested in writing from the Contracting Officer and will be granted only for extenuating circumstances. Federal Holidays and

SECTION 01 30 00.24 Page 16 weekends are considered as scheduled non-workdays.

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.