MITIGATE RUNWAY ENCROACHMENT

SELFRIDGE ANGB, MT. CLEMENS MI

PROJECT NO. VGLZ239505

CONTRACT NO. Y24082

FILE NO. 511/23420.JLM

Prepared By:

Mead & Hunt Inc

June 5, 2026

Design-Bid-Build

Type B-3 (100% Final Design Submittal)

SPECIFICATIONS

MCCA Mitigate Runway Encroachment Type B-3 Final Submittal Selfridge ANGB, MI VGLZ 239505

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

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

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

01 35 13 11/20, CHG 1: 02/22 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 2: 05/25 QUALITY CONTROL

01 50 00 11/20, CHG 3: 08/24 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22, CHG 1: 05/25 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

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 1: 05/25 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

02 61 13 02/25 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

DIVISION 03 - CONCRETE

03 30 53 05/14 MISCELLANEOUS CAST-IN-PLACE CONCRETE

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

BELOW GRADE CONSTRUCTION

DIVISION 26 - ELECTRICAL

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

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

26 20 00 05/25 INTERIOR DISTRIBUTION SYSTEM

26 32 15 05/24 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 56 20 02/19 AIRFIELD AND HELIPORT LIGHTING AND

VISUAL NAVIGATION AIDS

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

31 11 00 11/18 CLEARING, GRUBBING, TREE REMOVAL, AND

TOPPING OF TREES

31 32 19.16 02/21 GEOGRID SOIL STABILIZATION

31 63 29 11/19 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 11.51 11/23 RUBBER AND PAINT REMOVAL FROM AIRFIELD

PROJECT TABLE OF CONTENTS Page 1

PAVEMENTS

32 01 16.71 11/22 COLD MILLING 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 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 05/22 SUBBASE

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 33.13 05/20 PORTLAND CEMENT-STABILIZED BASE COURSES

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 16.16 11/20 ROAD-MIX ASPHALT PAVING

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

OTHER HEAVY DUTY PAVEMENTS

32 13 73.19 11/19 COMPRESSION CONCRETE PAVING JOINT

SEALANT

32 15 00 05/17 AGGREGATE SURFACING

32 17 23.16 11/24 ROAD PAVEMENT MARKINGS

32 17 23.19 11/24 AIRFIELD PAVEMENT MARKINGS

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

GATES

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

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

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 11 00 08/24 WATER UTILITY DISTRIBUTION PIPING

33 40 00 11/21 STORMWATER UTILITIES

33 46 16 05/18 SUBDRAINAGE PIPING

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 73 19 12/25 FIBERGLASS JET BLAST DEFLECTING FENCE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

02/24, CHG 1: 05/25

PART 1 GENERAL

1.1 SUBMITTALS

1.2 COORDINATION WITH OTHER PROJECTS

1.3 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

1.4.2 Location

1.5 OCCUPANCY OF PREMISES

1.6 EXISTING WORK

1.7 LOCATION OF UNDERGROUND UTILITIES

1.7.1 Notification Prior to Excavation

1.7.2 Utility Locations

1.8 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

02/24, CHG 1: 05/25

PART 1 GENERAL

1.1 SUBMITTALS

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

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan ; G

AF Form 103 (Base Civil Engineering Work Clearance Request) ; G

1.2 COORDINATION WITH OTHER PROJECTS

During this project, work to relocate Rosso Highway and Irwin Drain may be occurring. Coordination with this project is required. Prior to the start of this project, a meeting will be held with the relocation of Rosso Highway project management to discuss the coordination, phasing, and construction activities required for work adjacent to each of the projects.

In addition, possible coordination with the extension of Taxiway Bravo, extension of Taxiway Alpha, and placement of the F-15 Aircraft Arresting System may be required.

Prior to the start of this project, a mill and overlay of the runway asphalt surface is expected. Due to this, the existing asphalt runway surface elevations shown within this plan set may differ from that present in the field. The new surface will be surveyed by the engineers with the drawings updated and provided to the contractor prior to the start of this projects construction.

1.3 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

This project shall consist of one Base Bid, four allowances, and two Alternate Bid Items (ABI). The Base Bid shall provide a complete and approved project of the items stated below and as provided within the plan set and these specifications. Each ABI shall provide complete and approved items as stated below and provided within the plan set and specifications.

The terms Offeror and Bidder and versions thereof (offer/bid) have the same definition as used within this contract.

Provide the Lump Sum (LS) price for all of the following items:

a. Replace the existing airfield and perimeter fencing with new fencing to include new gates along the realignment locations; and remove existing airfield and perimeter fencing, and gates.

b. Removal of existing railroad tracks to the limits shown within the

SECTION 01 11 00 Page 2 plan set. See information on disposal of the railroad ties.

c. Replace the existing North Perimeter Road asphalt pavement with a new realignment asphalt pavement section; Construct miscellaneous grading, drainage, underdrainage, seeding, asphalt pavement section or aggregate surfaced maintenance roads, utility relocations, and pavement marking improvements; and remove the existing asphalt North Perimeter Road and existing maintenance roads.

d. Construct temporary displaced runway airfield lighting elements per the Project phasing; Place temporary signage, and edge lighting per the project phasing; and return temporary elements to original condition or proposed improvements upon completion of work areas per the Project phasing.

e. Place a temporary displaced threshold PAPI system per the Project phasing; request and gain an approved FAA flight check for the temporary PAPI system and perform required adjustments per the flight check; and return temporary elements to original condition or proposed improvements upon completion of work areas per the Project phasing.

f. Place temporary pavement markings per the Project phasing; perform rubber and temporary marking removal per the project phasing; and return original marking conditions with new markings or to proposed pavement markings upon completion of the work areas per the Project phasing.

g. Remove portions of, and cap with flowable fill the existing temporary storm drain pipe within Irwin Drain placed during the Rosso Highway and Irwin Drain relocation project; Dewater the abandoned Irwin Drain;

remove abandoned utilities and storm drainage items within the areas between the existing airfield fencing and new relocated Rosso Highway grading limits (from a project performed by others); and perform miscellaneous earthwork, subgrade charging stabilization, surcharging/preloading, geogrid installation, and backfilling.

h. Replace existing Runway asphalt pavement with a full-depth PCC pavement section; Remove existing north asphalt blast pad section;

Extend the Runway to the north with a new PCC section; Widen the shoulders to 25-feet with a new asphalt pavement section; Construct Runway grooving; Remove existing pavement markings and rubber removal and apply new markings; Construct miscellaneous earthwork, subgrade charging stabilization, surcharging/preloading, grading, drainage, and underdrainage improvements; Perform miscellaneous utility structure replacements and adjustments; Perform miscellaneous airfield electrical structure replacements and adjustments; Construct temporary displaced thresholds of the Runway; Relocating the runway to parallel Taxiway B per the project phasing; and returning the temporary elements of the displaced thresholds and temporary runway converted from Taxiway B to original condition or proposed improvements upon completion of the work areas per the projects phasing.

i. Replace the existing Runway threshold and end lighting with new lighting; Replace the south end SALS with new ALSF-1 approach lighting beginning from the new displaced threshold at the south end; Replace the north end ALSF-1 with a new ALSF-1 approach lighting beginning from the new displaced threshold at the north end; Replace both end PAPIs with new PAPIs at the new locations; Construct a new windcone at the north end of the Runway; Relocate both end Glideslopes and

SECTION 01 11 00 Page 3 infrastructure; Relocate the north end Localizer and infrastructure;

Replace the REILs with new REILs at the new threshold locations;

Replace the existing RDR signage with new signage at the new locations; Miscellaneous electrical duct banks, counterpoise, and cabling for the new improvements. Replace and/or install new CCRs within the electrical vault for the new improvements; and reconfigure the existing ALCMS system to the new improvements. Individual tree removal, topping of trees, and clearing and grubbing areas shown within the plan set shall also be completed.

j. Contractor shall include the following cost allowance labeled "Additional 3x1 Stone" consisting of providing an additional subgrade charging stabilization of 6-inches of 3x1 stone if initial subgrade charging results in an unsuitable subgrade condition. Quantity to include is 1,500 cubic yards of 3x1 stone subgrade charging stabilization.

k. Contractor shall include the following cost allowance labeled "Remove and Replace Unsuitable Materials with Select Fill" consisting of an additional excavation and disposal of unsuitable materials and import of borrow backfill meeting that specified as satisfactory materials.

Quantity to include is 13,000 cubic yards of unsuitable material to be removed, hauled off to an approved area on base property, and voids backfilled with select fill/satisfactory material to Section 31 00 00 requirements.

l. Contractor shall include the following cost allowance labeled "Additional Tree Removals off Base Property" consisting of the removal of 75 trees outside Base property. The trees associated with this allowance is shown within the plan set. Prior to bid, the contractor shall visit the site to determine the diameter, height, and requirements required to remove the trees.

m. Contractor shall include the following cost allowance labeled "Gasline Relocation Along Future Perimeter Road" consisting of $5.3M associated with the relocation of the required gas line to be performed by Consumers Energy.

ABI 001 . Price includes the following: ABI 001 includes all items shown and stated within the proposed plan set and specifications for milling and overlaying the existing runway asphalt shoulders and south blast pad pavements along with replacing the runway edge lighting system. ABI 001 does not include the following:

1. Base Bid Items (above);

2. Required Allowances (above);

3. ABI 002 Items (below);

4. Edge lighting associated with the runway north extension and the south end reconstruction area will be performed within the Base Bid.

The following is included under ABI 001:

a. Mill and overlay existing asphalt shoulders and south Blast pad.

b. Replace (and relocate to new locations) the existing Runway edge lighting with new lighting to the new spacing and include all associated work. Conduit work and recabling to be included.

ABI 002 . Price includes the following: ABI 002 includes all items shown and stated within the proposed plan set and specifications for

SECTION 01 11 00 Page 4 constructing a widened runway asphalt shoulder pavement section from the existing shoulder edges. ABI 002 does not include the following:

1. Base Bid Items (above);

2. Required Allowances (above);

3. ABI 001 Items (above);

The following is included under ABI 002:

a. Construction of an approximately 10-foot-wide new runway asphalt shoulder pavement section along the existing approximately 15-foot-wide runway shoulder edges. ABI 002 shall provide the runway with 25-foot-wide shoulders at completion.

b. Associated grading, earthwork, topsoiling, and seeding from the constructed shoulder pavement edges to the grading limits except for that required within the Base Bid.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The work includes the following along with all incidental related work:

1) Install the new north perimeter fencing and gates at the new locations.

Remove existing perimeter fencing and gates after new install. Provide frangible fencing where required.

2) Construct the new HMA North Perimeter Road along the new alignment.

Remove existing asphalt North Perimeter Road after new alignment completion. Remove abandoned railroad track.

3) Coordinate existing North Perimeter Road underground utility relocations with other agencies and contractors performing the work for specific utility items.

4) Install new utility relocations along the new North Perimeter Road alignment for utility relocations not performed by others. Remove abandoned utilities between the existing airfield fencing and relocated Rosso Highway Project (Performed under another project) limits within this projects grading limits. Coordination with other project will be required.

5) Install the new airfield fencing and gates at the new locations. Remove existing airfield fencing and gates after new has been installed and approved. Provide fence post requirements for the mandatory frangibility zone where required.

6) Construct new HMA or aggregate base course surfaced airfield access and maintenance roads. Remove existing roads where required.

7) Construct temporary displaced runway elements and relocate runway to parallel Taxiway B per the Project phasing. Return temporary elements to original condition or proposed improvements upon completion of work areas per the Project phasing.

8) Remove the existing asphalt blast pad at the north end of the runway.

Dewater and cap temporary storm drain piping within the abandoned Irwin Drain. Perform miscellaneous earthwork, surcharging/preloading, and backfilling/embankment for the new pavements.

SECTION 01 11 00 Page 5

9) Construct the north end Runway extension and Hammerhead Turnaround with a new PCC pavement section with new drainage layer and associated underdrainage system.

10) Construct new HMA shoulders and Blast Pad at the north end extension.

11) Mill, overlay (ABI 001), and widen (ABI 002) existing Runway shoulders and south Blast Pad with new HMA pavement and pavement section if ABI 001 and/or ABI 002 are awarded.

12) Replace existing concrete and asphalt runway pavement with a new PCC pavement section with new drainage layer and associated underdrainage system at the southern portion of the Runway.

13) Replace existing runway asphalt pavement with a new HMA pavement section at new PCC and asphalt interfaces at the southern portion of the Runway.

14) Construct new HMA shoulders at the southern portion of the Runway.

15) Perform miscellaneous airfield electrical edge lighting (ABI 001), signage, approach lighting, threshold lighting, displaced threshold lighting, PAPI, Glideslope, Localizer, FMQ-9, ALCMS update, electrical vault building, and structure replacements, relocations, new improvements, and adjustments. Runway edge lighting replacements would be performed if ABI 001 is awarded. Edge lighting associated with the runway north extension and the south end reconstruction area will be performed within the Base Bid.

16) Perform miscellaneous utility structure replacements and adjustments.

17) Construct miscellaneous grading and drainage improvements.

18) Construct Runway grooving.

19) Remove existing pavement markings and rubber removal, apply new pavement markings.

20) Coordination of miscellaneous airfield NAVAID flight checks and system adjustments.

21) Perform required tree clearing including clearing,grubbing, individual tree removal, and topping of trees. Grubbed areas to be graded to drain, topsoiled, seeded, fertilized and mulched.

1.4.2 Location

The work is located at the Selfridge Air National Guard Base (SANG), in Mt. Clements, Michigan. See plan set for additional information.,

1.5 OCCUPANCY OF PREMISES

The existing electrical vault building and air traffic control tower buildings will be occasionally occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, SECTION 01 11 00 Page 6 and use of staging areas, haul routes, roads, and paved surfaces.

1.6 EXISTING WORK

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

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

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Submit AF Form 103 (Base Civil Engineering Work Clearance Request) and contact local utility locating service a minimum of 21 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on Contract drawings, within area of work. In conjunction with submitting the AF Form 103, notify MISSDIG 811 of planned excavation a minimum of 21 days prior to excavating. Coordinate MISSDIG 811 response to notification or utility locate requests with the Contracting Officer.

Identify and mark all other utilities not managed and located by the Base and/or local utility companies. Locate and mark the surface of the ground or paved surface where existing underground utilities are discovered.

Verify all utilities by potholing the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.7.2 Utility Locations

Provide a third party, independent, private utility locating company to positively identify underground utilities in the work area in addition to any base locating service and coordinated with the base utility department.

Protect all utility locates throughout the project.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer 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 on base.

Provide a salvage plan , listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or

SECTION 01 11 00 Page 7 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 Contracting Officer. Project salvage items will include the temporary materials and equipment used for the project phasing and the existing Instrument Landing System (ILS) (Localizer and Glideslope) materials, equipment, shelters, and structures that will be removed, salvaged, stored (if required), relocated to new installations locations, and installed at or on new locations and foundations. For the temporary materials and equipment used for the project phasing and when they are no longer needed, turnover materials and equipment to the Government. The salvaged materials and equipment will include but not limited to the following:

a. Temporary PAPIs

b. Temporary Lights (Fixtures, Lenses, Isolation Transformers)

c. Glideslope Antennas, Shelters, Weather Equipment, Back-up Generators and Shelters, and HVAC system components

d. Localizer Antenna Array, Shelter, Back-up Generator and Shelter, and HVAC system components

See the plan set for the quantities and types required for materials and equipment.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 5: 05/25

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SPECIAL SCHEDULING REQUIREMENTS

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

1.4.1.1 Base Access

1.4.1.2 Subcontractors and Personnel Contacts

1.4.1.3 No Smoking Policy

1.4.2 Working Hours

1.4.3 Work Outside Regular Hours

1.4.4 Additional Special Working Hours

1.4.5 Occupied Buildings

1.4.6 Utility Cutovers and Interruptions

1.5 SECURITY REQUIREMENTS

1.5.1 Security Clearance and Permits

1.5.2 Security Requirements

1.5.3 Entry to Selfridge Air National Guard Base

1.5.4 Security Breaches

1.5.5 Right to Deny Entry

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 5: 05/25

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

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

Contractor Access Gate Security Requirements ; G

SD-07 Certificates

1.3 SPECIAL SCHEDULING REQUIREMENTS

a. The airfield traffic control and safety equipment (barricades and closures) must be ready for operation as approved by Contracting Officer before work is started on the construction phases and areas indicated within the plan set which would interfere with normal airfieldoperation.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. See plan set for requirements of Phases 0, 1, 2, 3, and 4 of the project. Specific items of work to which this requirement applies include:

(1) Phase 0, 1, 2, 3, and 4 items of work to be as described in the plan set.

(2) Modifications to Runway 01-19 to be performed only during approved and coordinated closures of areas as described within the plan set.

All construction areas are to be clear of vehicles, equipment and materials, with the pavements cleaned to the Base Operations Manager approval prior to opening pavements for aircraft use. See the Plan Set for all requirements to be performed and accepted

SECTION 01 14 00 Page 2 prior to opening the airfield pavements.

The Contractor shall inform the Contracting Officer 10 days prior to any scheduled work on Runway 01-19 or any active pavement for approval.

c. SANG, the Air Traffic Control Tower, the Airfield Electrical Vault, and airfield areas not depicted to be closed per the phasing indicated within the Plan Set will remain in operation during the entire construction period. Conduct operations so as to cause the least possible interference with normal operations of the Base and activity.

d. Permission to interrupt any Active roads, railroads, or utility service must be requested in writing a minimum of 15 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) The Runway 01-19 and Taxiways A, B, E, G, H, J, K, L, and West Ramp taxiway connectors closures shall follow the project phasing as indicated within the Plan Set, or as approved/directed by the Contracting Officer.

(3) Emergency services, including Fire and Security Forces, shall have continuous access to airfield pavements at all times. The Contractor shall perform work according to the project phasing and as indicated in the Plans to maintain access to the West Operations area and airfield at all times.

f. Restricted Access Areas. The Government will monitor work in areas indicated. Notify Contracting Officer at least 14 calendar days prior to starting work in these areas.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 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.

1.4.1.1 Base Access

The contractors main Base access will be through the south contractor gate as shown in the plan set. Only contractor personal vehicles, and construction vehicles with prior approval from Base Civil Engineering office and Base Security will be allowed through the Base's Main Gate.

Request approval 24 hrs prior to proposed use.

SECTION 01 14 00 Page 3

As an option, the contractor may use the new gate placed at Sugarbush Road for construction vehicles leaving the Base. Entry into the Base at this gate is not allowed.

Contractor supplied security personnel shall be provided at both gates as mentioned in paragraph 1.5.2 below.

1.4.1.2 Subcontractors and Personnel Contacts

Provide a list 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. In addition, provide a Personnel list prior to the start of work and as new work items are started.

1.4.1.3 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 Contracting Officer will identify designated smoking areas.

1.4.2 Working Hours

Regular working hours will consist of a 12 hour period established by the Contracting Officer, between 7 a.m. and 7:00 p.m., Monday through Saturday, excluding Government holidays.

1.4.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

This includes Sunday's and night work. Make application 3 business 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.

1.4.4 Additional Special Working Hours

Special working hours to complete temporary phasing work elements to include but not limited to displaced threshold work items and removals, converting Taxiway B to a temporary Landing Zone (LZ) Runway work items and removals, and other work items for the phasing indicated within the Plan Set shall be coordinated through the same process within 1.4.3 "Work Outside Regular Hours" and include the following additional information.

Special working hours for the above work elements are to be planned to occur at coordinated timeframe established by the Contracting Officer.

Times approved and established by the Contracting Officer will require the last hour of the shift to be utilized for work area clean-up to allow for aircraft operations continuation. See Section 01 35 13 for additional contractor work requirements prior to opening pavements to aircraft

SECTION 01 14 00 Page 4 traffic. Additionally, the special work hours shall be planned to occur from a Contracting Officer approved and established specific day to specific day period.

1.4.5 Occupied Buildings

Work will be in and around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.4.6 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, and airfield NAVAIDs are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

1.5 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II.

1.5.1 Security Clearance and Permits

a. Controlled Access Areas

Access to the area by contractor personnel will be in accordance with existing SANG regulations.

b. Passes and Badges

Contractor employees requiring entrance to unrestricted and/or restricted base areas will be required to execute the necessary forms to enter these areas through Base Contracting Office or authorized representative.

Contractor are required to submit EAL lists a minimum of 72 hours prior to wanting access to the Base. Foreign Nationals employed will require additional time for processing.

Contractors will be required to attend a 1-day drivers course prior to being allowed to drive within the airfield fence, this project, and outside the established project "free zone". A 72 hour notice is required to schedule this training.

At the same time the Contractor presents the final invoice of individual task orders, the Contractor will be required to show evidence to the Base Contracting Officer that all temporary passes and restricted area badges issued to their personnel have been turned in. Final payment will not be issued until all base passes have been received in the designated office.

The Contractor is responsible to turn in all security passes and badges from any employee whose employment is terminated.

1.5.2 Security Requirements

a. Request For Entry

SECTION 01 14 00 Page 5

The Contractor shall comply with security regulations imposed by the Installation Commander and/or agency occupying the space where work is to be performed, including any necessary security clearances. Prior to mobilization the Contractor shall provide the Contracting Officer or authorized representative a list of personnel requiring authority to work on the project. The list shall be kept current and the Contracting Officer or authorized representative notified as to any changes on the list.

b. Contractor Access Gate Security Requirements

The Contractor shall hire and provide security personnel for maintaining access restrictions, security checks and inspections, locking and unlocking the gate, and traffic flow serpentine barricades when utilizing the South access gate. The Contractor hired security personnel shall be trained and certified through the requirements set forth by SANG Base Security Forces. Required training for the South access gate and possible Sugarbush Road gate is anticipated to take 4 hours. Submit a list of contractor provided security personnel to the Contracting Officer and schedule required training a minimum of 14 calendar days prior to the use of the South or Sugarbush Road access gate.

1.5.3 Entry to Selfridge Air National Guard Base

The Contractor shall be responsible for furnishing to each employee and for requiring each employee engages on the work to display identification as may be approved and directed by the Contracting Office. SANG is a closed base pursuant to Sec. 21, Internal Security Act of 1950, 50 U.S.C 797 and, as such, only those persons granted permission may enter. It is, however, required that control be exercised over Contractor personnel while working on the base. To maintain this control, an Entry Authorization List (EAL) of all Contractor personnel and Subcontractors' personnel that shall be working under the Contract, must be submitted to the Contracting Officer or his/her designated representative fourteen (14) calendar days prior to start of work under this contract, in electronic form only. No handwritten, scanned or faxed EAL forms will be accepted.

The listing shall include, but not limited to: Contract Number, Project Number, Employee: Full Name, full Social Security number, date of birth, citizenship, drivers License number and State . Vehicle information is also required for the secured areas inside the airfield fence along with access to Selfridge Air National Guard Base. See Section 01 35 13 for Vehicle list submittal and requirements. Subsequent listings of all personnel additions or deletions shall be submitted as employees are hired or released. An EAL form can be requested prior to the pre-bid and pre-construction meeting. The Contractor is responsible for collection of Base passes from personnel and subcontractor personnel when they no longer require entry to the Base. The above information is for normal operating conditions at Selfridge Air National Guard Base, but the contractor may expect occasional security changes due to Operations by the Base.

1.5.4 Security Breaches

Whenever facility security is breached to perform work required under this contract, the Contractor will be responsible for providing temporary measures in order to assure security is maintained at the level existing prior to construction. This may include such security items as fencing around a facility or closing all openings in a structure during non-work hours. Individual task orders shall contain specific security requirements for the applicable projects.

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The Contractor shall provide a 24-hour, 7-day-a-week contact number to the Contracting Officer in case of suspicious activity at the construction site or if the site is found insecure. If required, the contractor will have someone respond to the construction site within 4 hours.

1.5.5 Right to Deny Entry

The Installation Commander or designated representative reserves the right to deny entry to any contractor or subcontractor employee whose National Agency Check (NAC) is unfavorable, and the right to terminate the entry authorization of any contractor employee upon disclosure of information which indicates the individual's continued entry to Selfridge Air National Guard Base is not in the best interest of national security. Additionally, the violation of or nay deviation from established security procedures by the contractor's employee may result in the confiscation of restricted area badge and the denial of future entry to Selfridge Air National Guard Base.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 5: 02/25

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 MINIMUM INSURANCE REQUIREMENTS

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

1.6.2 Minimum Communication Requirements

1.6.3 Duties

1.6.4 Non-Compliance Actions

1.7 PRECONSTRUCTION MEETING

1.7.1 Attendees

1.8 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

1.8.1 Red Zone Checklist

1.8.2 Meetings

1.9 PARTNERING

1.9.1 Facilitated (Formal) Partnering

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

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

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

Facilitator Qualifications And Resume ; G

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. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names.

Photographs provided are for unrestricted use by the Government.

SECTION 01 30 00 Page 2

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on airfield projects similar in type, size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

The project superintendent and designated alternate shall have full authority to act for the Prime Contractor on all contract matters relating to daily operation of this contract with no dollar amount restrictions.

The project superintendent shall be available by cellular telephone during normal duty hours, and for emergencies or urgent situations when work is not occurring.

During normal duty hours, the project superintendent or designated alternate shall be available to meet on the installation with Government personnel within one hour. After normal duty hours, the project superintendent shall be available to meet on the installation within two hours from the time of notification for emergency or urgent situations.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted. The Superintendent may not serve (dual hat) as either the Site Safety and Health Officer (SSHO) nor the Quality Control Manager (QCM).

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting

SECTION 01 30 00 Page 3

Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time or excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETING

Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting. The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled Red Zone Meetings beginning at approximately 75 percent of project completion. Include the following in the facility Turnover effort:

1.8.1 Red Zone Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.8.2 Meetings

a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.

SECTION 01 30 00 Page 4

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. During the Red Zone Meetings discuss with the COTR any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.9 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, DTMB, NGB, Contractor, key subcontractors and the Designer of Record (DOR) (regardless of whether the contract is a design-build or a design-bid-build) are required to participate in the Partnering process.

1.9.1 Facilitated (Formal) Partnering

a. Within 35 calendar days after award and prior to the start of work, host a Formal Partnering session with key personnel from the project team including both Contractor and Government personnel. All costs associated with the Partnering session including the third-party independent Facilitator Consultant, meeting room and other incidental items are the responsibility of the Contractor.

b. Before the Facilitated (Formal) Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note pads, pens/pencils, colored flash cards) and have these items available at the Partnering session. Provide copies of any documents required for distribution to all attendees. Participants will bear their own costs for meals, lodging and transportation associated with Partnering .

c. The Initial Partnering Session must be a duration of one day and be held at a location off base as agreed to by the Contracting Officer.

Partnering session may take place concurrently with the Pre-Construction Meeting.

d. Facilitator must be experienced in conducting corporate Partnering sessions and must be a third-party independent facilitating consultant

- not an employee of the Contractor. The Facilitator is responsible for leading all aspects of the Partnering session necessary to achieve the Partnering goal. The facilitator shall have a minimum of 5 years experience facilitating similar large horizontal construction

SECTION 01 30 00 Page 5 projects. Submit facilitator qualifications and resume depicting experience requirements a minimum of 15 days prior to the planned partnering meeting.

e. An outcome of the Partnering session must be an escalation matrix agreed upon by both the Government and Contractor, which identifies key Government and Contractor decision makers by name and anticipated decision durations.

f. Host follow-on Partnering Sessions at three- to six-month intervals or more frequently if needed and lasting generally a half day or less.

Attendees need only be those required to resolve current issues. The same Facilitator used in the Initial Partnering session must lead the follow-on sessions unless an alternative is permitted by the Contractor Officer. All costs associated with follow-on Partnering sessions are the responsibility of the Contractor.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

08/23, CHG 1: 08/24

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Scheduling Expectations Kickoff Meeting(SEKO)

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Cost Loading of Submittals

3.2.3 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2…