Attachment 2 - Minot AFB Full Paving IDIQ Spec.pdf

PAVING IDIQ

SPECIFICATIIONS

PREPARED BY:

5 CES/CENM

MINOT AFB, NORTH DAKOTA

7 May 2026

Minot AFB, ND Paving IDIQ

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24, CHG 1: 05/25 SUMMARY OF WORK

01 14 00 11/22, CHG 5: 05/25 WORK RESTRICTIONS

01 20 00 11/20, CHG 5: 02/25 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 5: 02/25 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 08/23, CHG 1: 08/24 PROJECT SCHEDULE

01 32 33.00 10 05/25 PHOTOGRAPHIC DOCUMENTATION

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 13 11/20, CHG 2: 08/25 SPECIAL PROJECT PROCEDURES

01 35 26 05/24, CHG 1: 05/25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23, CHG 3: 08/25 QUALITY CONTROL

01 57 19 08/22, CHG 2: 08/25 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 05/23, CHG 2: 11/25 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 32 13 02/21 SUBSURFACE DRILLING AND SAMPLING

02 41 00 08/22 [DEMOLITION][ AND ][DECONSTRUCTION]

02 61 23 02/25 REMOVAL AND DISPOSAL OF PCB

CONTAMINATED SOILS

02 66 16 02/21 TEST FILL

02 81 00 08/25 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 08/25 ASBESTOS REMEDIATION

02 83 00 08/25 LEAD REMEDIATION

DIVISION 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

03 30 00 02/19, CHG 10: 08/25 CAST-IN-PLACE CONCRETE

03 42 13.00 10 05/16 PLANT-PRECAST CONCRETE PRODUCTS FOR

BELOW GRADE CONSTRUCTION

DIVISION 05 - METALS

05 05 20 05/22, CHG 1: 08/24 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 50 13 08/24, CHG 1: 08/25 MISCELLANEOUS METAL FABRICATIONS

05 52 00 08/23 METAL RAILINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 53 02/15, CHG 1: 05/17 TRAFFIC SIGNAGE

DIVISION 26 - ELECTRICAL

26 05 13 08/25 MEDIUM-VOLTAGE CABLES

26 05 19.00 10 02/26 INSULATED WIRE AND CABLE

26 12 19 05/24 PAD-MOUNTED, LIQUID-FILLED,

MEDIUM-VOLTAGE TRANSFORMERS

26 12 21 11/22, CHG 1: 11/23 SINGLE-PHASE PAD-MOUNTED TRANSFORMERS

PROJECT TABLE OF CONTENTS Page 1

26 42 13 02/26 GALVANIC (SACRIFICIAL) ANODE CATHODIC

PROTECTION (GACP) SYSTEM

26 42 17 02/26 IMPRESSED CURRENT CATHODIC PROTECTION

(ICCP) SYSTEM

26 42 19.00 10 11/24 CATHODIC PROTECTION SYSTEMS (IMPRESSED

CURRENT) FOR CIVIL WORKS STRUCTURES

26 56 00 08/21 EXTERIOR LIGHTING

26 56 20 02/19 AIRFIELD AND HELIPORT LIGHTING AND

VISUAL NAVIGATION AIDS

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

31 05 19.13 02/21 GEOTEXTILES FOR EARTHWORK

31 10 00 02/21 SITE CLEARING

31 11 00 11/18 CLEARING AND GRUBBING

31 32 19.13 02/21 GEOGRID SOIL STABILIZATION

31 32 19.16 02/21 GEOTEXTILE SOIL STABILIZATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 11/23 [RUBBER] [AND] [PAINT] REMOVAL FROM

AIRFIELD PAVEMENTS

32 01 13.62 11/23 BITUMINOUS SURFACE TREATMENT [AND]

[SAND SEAL]

32 01 13.63 02/16, CHG 1: 08/16 GILSONITE MODIFIED ASPHALT EMULSION

SEAL COATS

32 01 13.64 11/23 REJUVENATION OF ASPHALT PAVEMENT

SURFACES

32 01 16.70 05/18 COLD-MIX REUSED ASPHALT PAVING

32 01 16.71 11/22 COLD MILLING ASPHALT PAVING

32 01 17.61 05/22, CHG 1: 11/23 SEALING CRACKS IN ASPHALT PAVING

32 01 18.71 11/23 GROOVING OF AIRFIELD PAVING

32 01 19.61 11/19CHG 1: 11/24 SEALING OF JOINTS IN RIGID PAVEMENT

32 01 29.61 05/17, CHG 1: 08/17 PARTIAL DEPTH PATCHING OF RIGID PAVING

32 01 29.62 05/25 CONCRETE PAVEMENT RAISING

32 11 20 05/22 [BASE COURSE FOR RIGID][ AND

][SUBBASE] [SELECT-MATERIAL] [FOR

FLEXIBLE PAVING]

32 11 23 05/22 [AGGREGATE BASE COURSE]

[AND/OR][GRADED CRUSHED AGGREGATE BASE

COURSE] FOR FLEXIBLE PAVING

32 11 23.23 08/22 BASE COURSE DRAINAGE LAYERS

32 11 26 05/20 HOT-MIX BITUMINOUS BASE COURSE FOR

ROADS AND STREETS

32 11 26.19 05/20 BITUMINOUS-STABILIZED BASE AND SUBBASE

COURSES

32 11 33.13 05/20 PORTLAND CEMENT-STABILIZED BASE COURSES

32 11 36.13 11/19 LEAN CONCRETE BASE COURSE

32 12 13 05/24 BITUMINOUS TACK[ AND][ PRIME] COATS

32 12 15.13 11/20, CHG 1: 05/22 ASPHALT PAVING FOR AIRFIELDS

32 12 15.16 02/19 STONE MATRIX ASPHALT (SMA) FOR

AIRFIELD PAVING

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 12 16.19 11/19 COLD-MIX ASPHALT PAVING

32 12 17.19 11/20 FUEL RESISTANT ASPHALT PAVING FOR

AIRFIELDS - SURFACE COURSE

32 12 36.13 11/23 BITUMINOUS FOG SEAL

32 12 36.26 11/20 POLYMER CONCRETE MICRO-OVERLAY (PCMO)

PROJECT TABLE OF CONTENTS Page 2

FOR FUEL AND ABRASION RESISTANT

WEARING SURFACES

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 13 14.13 11/22, CHG 1: 05/24 CONCRETE PAVING FOR AIRFIELDS AND

OTHER HEAVY DUTY PAVEMENTS

32 13 14.14 08/23 CONCRETE PAVING FOR SMALL AIRFIELD

PROJECTS

32 13 73.19 11/19 COMPRESSION CONCRETE PAVING JOINT

SEALANT

32 15 00 05/17 AGGREGATE SURFACING

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23.16 11/24 ROAD AND PARKING LOT PAVEMENT MARKINGS

32 17 23.19 11/24 AIRFIELD PAVEMENT MARKINGS

32 31 13 11/21 CHAIN LINK FENCES AND GATES

32 31 13.53 11/21 HIGH-SECURITY FENCES (CHAIN LINK AND

ORNAMENTAL) AND GATES

32 31 26 11/21 WIRE FENCES AND GATES

32 92 19 08/17, CHG 1: 08/21 SEEDING

32 92 23 04/06, CHG 1: 08/21 SODDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

32 96 00 08/17, CHG 1: 08/21 TRANSPLANTING EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 01 30.16 11/21, CHG 1: 02/24 TV INSPECTION OF SEWER LINES

33 01 30.72 11/21 RELINING SEWERS

33 05 07.13 02/24 UTILITY DIRECTIONAL DRILLING

33 05 23 08/15, CHG 2: 08/16 TRENCHLESS UTILITY INSTALLATION

33 11 00 08/24 WATER UTILITY DISTRIBUTION PIPING

33 11 23 11/09, CHG 1: 08/17 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 31 23.00 10 08/18 SANITARY SEWER FORCE MAIN PIPING

33 40 00 11/21 STORMWATER UTILITIES

33 46 16 05/18 SUBDRAINAGE PIPING

33 51 15 08/19 NATURAL-GAS / LIQUEFIED PETROLEUM GAS

DISTRIBUTION PIPELINES

33 71 02 02/26 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 34 - TRANSPORTATION

34 71 13.16 02/15, CHG 1: 05/17 VEHICLE CRASH BARRIERS

34 73 13 11/19 AIRCRAFT TIEDOWNS

34 73 16 11/19 AIRFIELD GROUNDING

34 75 13.13 02/22 CRASH RATED ACTIVE VEHICLE BARRIERS

AND CONTROLS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

02/24, CHG 1: 05/25

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan ;

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The projects will require work to be performed, but not limited to, the following: maintenance, repair, replacement, alteration, demolition, paving (concrete and asphalt), site work, earthwork, cast-in-place concrete, and striping. Projects may include, but are not limited to:

full depth repairs, mill & overlays, crack sealing/repair, joint sealing/repair, base/sub-base/sub-grade work, geotextiles, culverts, or any combination of these features.

Structures within this IDIQ include, but are not limited to: roads, streets, intersections, parking lots, driveways, approaches, sidewalks, and trails.

Although the preponderance of work under this IDIQ and within each individual TO will be paving, earthwork, and site work related, there will be projects which require additional disciplines to complete ancillary work. Additional requirements may include, but are not limited to:

maintenance, installation, repair, or replacement of bollards, traffic signals, traffic and facility signage, street and parking lot lighting, vehicle barriers, gates, underground utilities, storm sewers, and duct banks.

1.2.2 Location

The work is located at the Minot Air Force Base (MAFB), approximately as indicated. The exact location will be shown by the Project Manager .

1.3 OCCUPANCY OF PREMISES

Roadways, parking lots, and other structures may be partially occupied during performance of work under this contract.

Before work is started, arrange with the Project Manager a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

SECTION 01 11 00 Page 1

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures,Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Project Manager. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

c. All site areas disturbed by work of this contract shall be fine graded to drain and seeded to restore site to original state.

1.5 ON-SITE PERMITS

1.5.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer and Project Manager. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 7 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.6 PERMITS

1.6.1 Clearance Work Request AF Form 103

Contractor shall coordinate with appropriate utility locating agencies, including base communications cable maintenance, to complete the AF Form 103, Base Civil Engineering Work Clearance Request. Contractor shall complete and follow all instructions on the AF Form 103 before start of work on base.

1.6.2 Processing

Before any excavation, alteration, or other construction work is begun, the contractor shall obtain and fully process an AF Form 103, Base Civil Engineering Work Clearance Request. The form requires extensive coordination with several base agencies, including furnishing all locations, detailed information, and sketches regarding any proposed excavation(s). Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be completed prior to commencing work involving that phase. The AF Form 103 shall be prominently displayed on the job site at all times for review by the Contracting Officer and/or his or her designated representative. A copy of the signed form shall be submitted to the Contracting Officer.

Notify the Contracting Officer and Project Manager at least 72 hours prior

SECTION 01 11 00 Page 2 to starting excavation work.

1.6.3 Maintenance

Contractor shall maintain all marked utilities in the field once they are initially marked by each utility agency. If markings are damaged, contractor shall request new locates and shall give the locating agency 48 hours to perform the new locates. Expenses for time and materials to perform repeat locates shall be borne by the contractor, unless otherwise approved by the Contracting Officer. In cases where utilities were marked late in the year and operations had to be shut down for winter, marked utilities would still have to be maintained by the contractor by placing stakes or transcribing the marks on a drawing. When construction resumes, contractor shall re-mark the site and may request verification of utility locations. Off-base utility locate agencies might request additional cost for repeat locates.

1.6.4 Request Approval

Clearance request is not valid until signed by the Engineering Flight Chief or Operations Flight Chief. The Engineering Flight Chief or Operations Flight Chief will not sign until all locates are marked and all utility locating agencies signatures are on the form. Excavation work shall commence within 30 days after the Engineering Flight Chief or Operations Flight Chief signature; otherwise, clearance request is invalid and a new request is required. Notify Contracting Officer immediately if new utilities were installed by others and not marked after all initial locates are made.

1.6.5 Utility Protection

The contractor shall safeguard and protect from damage all utilities encountered or uncovered during digging, excavation, and backfilling.

1.6.6 Notification Prior to Excavation

Notify the Contracting Officer and Project Manager at least 72 hours prior to starting excavation work.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Project Manager to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the [Government designated] storage area located within [3] miles of the construction site.

Provide a salvage plan , listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Government. Salvaged items will be required to be documented and signed by the Contractor and the Government upon turnover of said items.

1.8 PRIVATIZED UTILITY SYSTEMS

The electrical distribution, water distribution, wastewater collection, and gas distribution utility systems at Minot Air Force Base are owned by

SECTION 01 11 00 Page 3

Verendrye Electric Cooperative, Base Utilities, Inc., and Montana-Dakota Utilities, respectively, as part of the USAF utilities privatization (UP) effort. Therefore, the utility owner is the sole provider of these utility services to the installation and should be viewed just like any other local utility Contractor. Newly installed system infrastructure and modifications of or connections to existing system infrastructure identified in the specifications and drawings must be coordinated with the utility owner prior to the contract start date. The utility owner shall be integrated into the design, inspection of construction, tie-in to existing utilities, and conveyance of any exterior utilities. The contractor is responsible for coordinating all scope, features, and costs associated with installing referenced infrastructure as indicated in this contract.

See the individual discipline requirements and bridging drawings for approximate demarcation points at which specific utility infrastructure ownership is to be transferred. Any fees and installation costs associated with connecting Contractor constructed infrastructure to the utility owner's system shall be negotiated with the utility owner for a complete and usable facility. All work on the system or facilities expected to connect to the system shall comply with the utility owner's specifications and construction standards. In no event shall Contractor cap, connect to, or otherwise touch the utility owner's infrastructure without the utility owner's express written permission.

1.8.1 Coordination

Utilities at Minot AFB are privatized and will require the contractor to contact the following utility providers for placement of gas, water, sanitary sewer and electrical utilities. The contractor shall pay all service installation fees, connection fees and/or utility tap-in fees associated with the new utilities being installed on this project.

Each utility has its own point of demarcation which delineates which portion(s) the Privatized Utility Provider owns and which portion(s) the U.S. Air Force owns. These points of demarcation are commonly 5' outside the exterior perimeter of a facility for water and natural gas, at the manhole nearest the facility for water, at the secondary lug of the transformer for electrical, or at the meter for water and electric. Those points of demarcation will be provided to the Contractor for each individual project.

a. Gas: Contact Montana-Dakota Utilities (MDU) at 701-857-9901, Mr. Curt Olson, for gas installation. MDU constructs all exterior gas lines and services at the contractor's expense.

b. Water/ Sanitary Sewer: Contact Base Utilities at 701-727-5050, Mr.

Russ Gohl, for water and sanitary sewer installation. Base Utilities constructs all water and sewer mains and services to 5-feet from the building at contractor's expense.

c. Electrical: Contact Verendrye Electric at 800-472-2141, Mr. Travis Leier, for exterior electric installation. Verendrye Electric constructs all exterior electric and makes all temporary connections at contractor's expense.

1.9 OPERATIONAL SECURITY (OPSEC)

The contractor shall abide by the Unit Commander's OPSEC policy.

The contractor shall be provided training on the Unit Commander's OPSEC policy upon start of the contract and an annual refresher will be provided.

SECTION 01 11 00 Page 4

The contractor shall be provided with Minot AFB Critical Information List and Unit Critical List, as needed. Contract personnel shall prohibit the disclosure of information that is contained in the Critical Information List.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 5: 05/25

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

Personnel List ;

Vehicle List ;

EAL Personnel, Vehicle, and Equipment List;

SD-07 Certificates

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The Contractor must be ready for operation as approved by Project Manager before work is started on Restricted Access Areas which would interfere with normal operation

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) [_____]

(2) [_____]

c. The Restricted Access Areas will remain in operation during the entire construction period. Conduct operations so as to cause the least possible interference with normal operations of the activity.

d. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 7 calendar days prior to the desired date of interruption.

e. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

(1) The following conditions apply:

(2) [_____]

(3) [_____]

f. Restricted Access Areas. The Government will monitor work in areas[

SECTION 01 14 00 Page 1 listed below][ indicated]. Notify Contracting Officer and Project Manager at least 14 calendar days prior to starting work in these areas.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 BASE ACCESS

For entry to the Base, the Contractor shall submit applicable information to their 5th Contracting Squadron POCs at minimum 10 days prior to requiring Base access. If a long-term Base Pass is needed (longer than 30 days), an entry authorization request letter for each individual requiring access to the project shall be submitted at least 10 calendar days prior to requiring Base access. The entry authorization request shall be transmitted via DoDSAFE. A copy of the format of this letter may be obtained from the 5th Contracting Squadron POCs. Valid identification with a photograph, together with the Base Pass will be required for all individuals when entering the Base. All passes issued must be returned to the Contracting Officer upon termination of the employee or completion of the project, whichever is sooner.

The Contractor shall allow 30 minutes for in-processing each day at the South Gate.

1.3.2 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, including delivery vehicles, are clearly identified with their company name.

1.3.2.1 Subcontractors and Personnel Contacts

Provide a list to the Contracting Officer of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.2.2 Identification Badges and Installation Access

Personnel must be able to meet REAL ID Act of 2005 requirements to obtain access to base.

1.3.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Project Manager will identify designated smoking areas as requested.

SECTION 01 14 00 Page 2

1.3.4 Working Hours

Regular working hours must consist of an 8 1/2 hour day, between 7:30 a.m.

and 4:00 p.m., Monday through Friday, excluding Federal holidays.

1.3.5 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer and Project Manager approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in accordance with requirements of EM 385-1-1 . Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.6 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This clause 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.

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: 23 Feb: 17 Mar: 13 Apr: 4 May: 3 Jun: 6 Jul: 3 Aug: 4 Sep: 4 Oct: 3

Nov: 12 Dec: 20

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC

SECTION 01 14 00 Page 3 report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph 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)

1.3.7 Base Exercises

Work during Minot AFB exercises may be slowed down or shut down completely. The contractor's progress schedule shall represent 30 days of delays due to exercises. 23 of the days will come with 7 days notice and there will be one 7 day no notice exercise a year.

1.3.8 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air or ohter utilities are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: Do not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. Notify the Contracting Officer and Project Manager giving reasonable advance notice when such operation is required.

1.4 RESTRICTED AREA REQUIREMENTS

1.4.1 Contractor Project Management Responsibilities

The contractor shall be responsible for managing their work so that their workforce and suppliers have reasonable access to the project site. The Government will not provide the contractor with additional compensation or contract time for the contractor's lack of reasonable project management that resulted in delays with accessing the project site.

Possible project management measures to allow reasonable access to the project site include:

1. Closely coordinate the processing of workforce and suppliers through the ECP with the Government.

2. Processing workforce and suppliers through the ECP during off-peak

SECTION 01 14 00 Page 4 demand times (other contractors and Government employees also access the Restricted Areas during the day)

3. Minimizing the number of vehicles requiring processing through the ECP. Consideration should be given to store equipment, tools and materials on-site.

4. Working extended hours and off-peak hour workdays if these time frames can be accommodated by the Government.

5. Closely coordinating delivery of time sensitive construction materials (i.e. ready-mix concrete, bituminous concrete, etc.)

6. Maintain authorized telephone service at the project site to coordinate activities. Cellular telephones are not allowed within the Restricted Areas.

Depending on the time of day, the contractor should expect up to 1-1/2 hours processing time one-way through a controlled or restricted ECP and escort to and at the project site.

1.4.2 Citizenship Requirements

Aliens will not be admitted to the work site.

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

Dual citizenship is not permitted.

1.4.3 Personnel List

Submit for approval, as directed by the Contracting Officer prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project.

Furnish for each person:

a. Name

b. Date and place of birth

c. Citizenship

d. Home address

e. Social security number

f. Current pass expiration date

g. Naturalization or Alien Registration number

Personnel must be able to meet REAL ID Act of 2005 requirements to obtain access to base.

The request for personnel passes must be accompanied with the following certification:

"I hereby certify that all personnel on this list are either born U.S.

citizens, naturalized U.S. citizens with the naturalization number shown."

SECTION 01 14 00 Page 5

Signature/Firm Name

1.4.4 Documents Acceptable for Proof of Citizenship

a. Birth registration card

b. Certificate of live birth, birth certificate

c. Certificate of Naturalization

d. Certificate of registration

e. DD-214 (Must Cite Birthplace)

f. DD Form 4 (Contract for Enlistment and Must Cite Birthplace)

g. DD 1966 (Application for Enlistment)

h. Military discharge papers (must cite birthplace)

i. Delayed birth certificate

j. Hawaii certificate of foreign birth

k. Hospital birth certificate

l. Marriage license certificate

m. Merchant marine certificate

n. Military officer ID card

o. Notification of birth registration

p. USA passport

1.4.5 Pass Denial

Causes for Barment and Installation Pass Denial:

a. Is known to be or reasonably suspected of being a terrorist or belongs to an organization with known terrorism links/support.

b. Is individual's name appears on any Federal or State agency's watch list or hit list for criminal behavior or terrorist activity.

c. The individual has knowingly and willfully engaged in acts or activities designed to overthrow the U.S. Government by force.

d. The individual has an active warrant.

e. The individual is barred by another DoD Installation/Activity.

f. The individual has any conviction for espionage, sabotage, treason, terrorism, or murder.

g. The individual has been convicted of a firearms or explosive violation.

SECTION 01 14 00 Page 6

h. The individual has been convicted of sexual assault, armed robbery, rape, child molestation, child pornography, trafficking in humans, drug possession with intent to sell, or drug distribution.

i. Has a felony conviction within the last 10 years.

j. Persons with an arrest for the above offenses, but where no disposition is listed on the criminal history report, will be required to provide legal documents showing disposition. If the disposition or severity is dismissed, not filed or adjudicated; the pass may be issued. If the disposition or severity is guilty or not provided, the pass will be denied.

k. Any situation not covered in paragraphs a-j that is deemed to have a potential detrimental impact on good order or discipline may be grounds for pass denial.

1.4.6 Base Pass Rebuttal

Base pass denial exceptions may be approved on a case by case basis by the 5 SFS/CC, 5 MSG/CC, 5 MSG/CD, 5 BW/CC or 5 BW/CV. Request for reconsideration/rebuttal, individuals denied a base pass may present factors in extenuation, mitigation or defense to the 5 SFS Police Services office in a letter of rebuttal. The 5 SFS/S3 superintendent will coordinate and staff the rebuttal package through the 5 SFS/CC, 5 BW/JA and to the 5 MSG/CC or 5 MSG/CD, who will determine the final disposition on the individual's request for a base pass. When all rebuttal actions are complete, the package will be forwarded to 5 SFS/S3L for disposition and filing.

1.4.7 Entry Authorization List (EAL)

Prior to the notice-to-proceed, when work is in a secure location, the contractor shall provide the Contracting Officer (CO) with Entry Authorization List (EAL) template filled out requesting contractor personnel, vehicles and equipment access to the project site. The EAL Template will be provided to the Contractor by the Government for each individual project that requires such documentation for access approval.

Each person listed on the EAL will undergo a security background check.

Once the CO has received the complete and accurate form from the contractor the EAL takes approximately 30 working days to process. The contractor is responsible for managing the approval of the EAL and tracking approved EAL to include notifying the CO sufficiently in advance when the EAL will expire so a new EAL can be processed. If the contractor desires to add personnel, vehicles or equipment to the EAL, all of the previous authorized entries (personnel, vehicles and equipment) require reprocessing. The existing EAL will remain in effect until the new updated EAL is approved, and posted, and will supersede the previous EAL.

1.4.8 EAL Personnel, Vehicle and Equipment List

The EAL template will be provided by the government for each individual project requiring such documentation. The contractor shall submit to the CO the EAL showing the full name (exactly as it appears on the identification).

The contractor shall also inlcude the year, make/model, license number and state licensed, and color of vehicles utilized for on-site work, in the Vehicle Authorization List, table of the EAL.

SECTION 01 14 00 Page 7

In addition, the contractor shall inlcude a description, make, model and serial number of equipment utilized for on-site work, in the Equipment Authorization List, table of the EAL.

For EALs, only the Controlled Picture ID number is required and this ID shall be one of the IDs used at the ECP (SSAN and DOB are not required for EAL ID, but are required for base entry).

1.4.9 Entry Control Point Access

Upon arrival to the Entry Control Point public parking areas on the outside of the security fence, the contractor personnel shall wait for their assigned Government escort. Contractor personnel must remain outside of the security fence and in or near their vehicle or at the shelter area located outside of the security fence area until the arrival of the Government escort.

Upon arrival, all contractor personnel will provide the Government escort with a form of identification as listed above stating the employee's full name and a control ID number (i.e. driver's license number, passport number, social security number). The form of identification shall be the same form of ID used to generate the EAL.

The Government escorts will then process the contractor personnel through the ECP. Processing will include a search of each individual along with their hand-carried equipment and vehicle, verification of identification, and a briefing.

The contractor's workforce and suppliers will also be searched and have their identification verified when leaving a Restriceted Area.

If contractor personnel are not listed on the EAL, or those who are listed cannot provide proper identification, they will not be permitted on the site. If contractor equipment are not listed on the EAL, they will not be permitted on the site. If the contractor doesn't have proper identification, or if the contractor has provided inaccurate EAL information, they will not be permitted on the site. Delays caused by lack of proper EAL information or proper identification shall be at no cost to the Government.

The Controlled Picture ID on the EAL shall be used at the Restricted Area

ECP.

No transmitting devices and no devices that can take pictures are allowed inside Restricted Areas unless they are approved and on an EAL.

1.4.10 Government Escort

During all times within a restricted area, the contractor personnel will be accompanied and continuously monitored by escorts. Failure to remain within the area being monitored is a serious breach of security and safety regulations. The contractor shall take all necessary action to ensure compliance. The Contracting Officer (CO) reserves the right to deny entry to/or take action with any contractor personnel who refuse to conform to security and/or safety regulations. Delays resulting from such entry denial shall not result in any cost to the Government or schedule delay.

SECTION 01 14 00 Page 8

1.4.11 Free Zone

The Government may choose to establish a "Free Zone" for the project site. If allowed and approved by the Government, the Contractor will set up a cordon surrounding the project site, as according to the approved Free Zone Letter, that defines the Free Zone boundary and entry point(s) on the Free Zone cordon to provide access into the Free Zone. The purpose of the Free Zone is to allow the contractor's workforce and suppliers free movement within the defined Free Zone boundary. The Government will monitor the Free Zone cordon boundary and control the entry point(s). The contractor's workforce and suppliers will still be escorted by the Government from the ECP to the Free Zone entry point(s).

If established, the contractor will be issued a Free Zone authorization letter by the Government. The contractor shall comply with all requirements of the Free Zone authorization letter. The Contractor shall note that the process to obtain an approved Free Zone Letter may take 30 calendar days, and that timeframe shall be included in any Contractor schedule submissions

1.4.12 After Contract Completion

Ensure the return of contractor passes, restricted area badges (RABs) and Common Access Cards (CACs) from contractors upon completion of the contract or when individual contract employees are no longer authorized to have them. The contracting officer will ensure these media items are turned over to personnel at the issuing office.

1.5 Flightline Access

1.5.1 General

Any work conducted within the Flightline fenced area will require the Contractor to check in and check out with the Base Operations Dispatcher daily. During check-in, the Contractor shall advise the dispatcher of intended work areas and type of work scheduled, and receive a Flightline pass. While on any runway, taxiway, or aircraft parking apron, the Contractor shall immediately remove any dirt, debris, or other material spilled or caused by the Contractor's operations. During check-out, the Contractor shall brief the dispatcher on completed work and status of any airfield facilities affected by the work. If contractor equipment is crossing a path on the airfield that is being actively utilized by aircraft, the Contractor shall station a flagman at the intersection and ensure that all taxiing aircraft are granted the right of way over contractor equipment

1.5.2 Work Within 100 Feet of the Runway

Any work conducted within 100 feet of the runway will require the Contractor to maintain radio communication with base operations and the air traffic control tower at all times. The Contractor will furnish the supervisor of all work groups working within 100 feet of a runway with handheld radios tuned to the provided radio net frequency. Provide sufficient radios to allow immediate and simultaneous communication with all work groups. When emergency or operational interruptions of work become necessary, the Contractor will respond immediately. When directed by base operations or the air traffic control tower, the Contractor will move all equipment and personnel a minimum of 100 feet from the runway.

SECTION 01 14 00 Page 9

1.5.3 Airfield Waivers

Depending on both the location of project work and the specific equipment that the Contractor requires to utilize at the job site, an Airfield Waiver may be required. If required, the Project Manager will state this in the project documents (via 100% Specification Set or Statement of Work). The Contractor will be required to provide all necessary information to the Government to complete the Airfield Waiver. The Contractor shall assume that the timeframe to obtain an approved Airfield Waiver is 90 calendar days, which shall be reflected in their submitted work schedules for approval.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 10

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 5: 02/25

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM A615/A615M (2025) Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Weight Certificates

1.3 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.4 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.4.1 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

SECTION 01 20 00 Page 1

1.4.2 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

[ 1.5 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the [BIDDING][PRICING] PROPOSAL SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.5.1 Mobilization and Demobilization

1.5.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract [Clause][Requirement]

PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

1.5.1.2 Unit of Measure

Unit of measure: job.

1.5.2 Structure No. 1

1.5.2.1 Payment

Payment will be made for costs associated with operations necessary for construction of the structure at Station XX+XX.

SECTION 01 20 00 Page 2

1.5.2.2 Unit of Measure

Unit of measure: job.

1.5.3 Structure No. 2

1.5.3.1 Payment

Payment will be made for costs associated with operations necessary for construction of the structure at Station XX+XX.

1.5.3.2 Unit of Measure

Unit of measure: job.

] [ 1.6 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the [BIDDING][PRICING] PROPOSAL SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.6.1 Excavation

1.6.1.1 Payment

Payment will be made for costs associated with excavation , which includes performing required excavation and other operations incidental thereto, Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials.

1.6.1.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.6.1.3 Unit of Measure

Unit of measure: cubic yard.

1.6.2 M 90 Riprap

1.6.2.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the stone protection as specified.

1.6.2.2 Measurement

Measure riprap for payment by the ton 2,000 pounds by weighing each truckload to the nearest 200 pounds, and the final quantity of [each

SECTION 01 20 00 Page 3 truckload][the whole sum] is rounded to the nearest whole ton. Weigh the riprap for payment on approved scales before being placed in the work.

Quarry weights will not be accepted. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any riprap. Scales will be checked and certified before riprap hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh riprap in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.6.2.3 Unit of Measure

Unit of measure: ton 2,000 pounds.

1.6.3 Deformed Steel Bars for Concrete Reinforcement

1.6.3.1 Payment

Payment will be made for costs associated with furnishing, transporting, delivering, and placing deformed steel bars for concrete reinforcement, which includes steel in laps as indicated or as required. No payment will be made for the additional steel in laps which are authorized for the convenience of the Contractor. No separate payment will be made for accessories; include payment in the Contract unit price for the items of work to which the accessories are incidental.

1.6.3.2 Measurement

The measured lengths of deformed steel bars for concrete reinforcement will be converted to weights for the size of bars listed by the use of the nominal weights per lineal foot specified in ASTM A615/A615M .

1.6.3.3 Unit of Measure

Unit of measure: per pound in place.

] [ 1.7 CONTAMINATED SOIL REMOVAL

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the [PRICING][BIDDING] PROPOSAL SCHEDULE and described below. The unit price and payment made for each item listed must constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements,[ tests and reports,] and for performing all work required for each of the unit price items.

1.7.1 Unit of Measure

Unit of measure: cubic yard.

SECTION 01 20 00 Page 4

] [ 1.8 DREDGING

Payment will be made at the Contract job price and must constitute full compensation for performing all dredging, disposal,[ and ice and snow removal,] stockpiling, and replacement. Payment will be in accordance with above paragraph, SINGLE JOB PAYMENT ITEMS. In no case will payment be made for material removed from below the maximum pay-line or outside the dredging prism as indicated.

] PART 2 PRODUCTS

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PART 3 EXECUTION

Not used.

SECTION 01 20 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 5: 02/25

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

1.2 SUBMITTALS

Government submittals are required as stated within these specifications, individual project specifications, all provided AF Form 66 Submittal Registers, and any applicable Statement of Work. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs,JPEG file format showing the sequence and progress of work.