ATTACHMENT A - General Requirement and Technical Specifications - YAQF192039 Volk Field Repair Airfield Lighting Revised 30Jun26.pdf

REPAIR AIRFIELD LIGHTING AND VAULT

VOLK FIELD CRTC, CAMP DOUGLAS WI

YAQF192039

Prepared By:

FA890321D0027

Mead & Hunt / Mott MacDonald JV

W50S9H24FA018

March 6, 2025

Design-Bid-Build

Type B-3 100% Final Design Submittal

Technical Specifications - Revised

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YAQF192039

TYPE B3 100% FINAL

PROJECT TABLE OF CONTENTS Page 1

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 33 00A MATERIAL REGISTER

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 45 35 05/24 SPECIAL INSPECTIONS

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

CONTROLS

01 57 19 08/22, CHG 2: 08/25 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

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 9: 08/24 CAST-IN-PLACE 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 04 - MASONRY

04 20 00 05/25

UNIT MASONRY

DIVISION 05 - METALS

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 24 00

08/23

EXTERIOR INSULATION AND FINISH SYSTEMS

07 61 14 08/25 STEEL STANDING SEAM ROOFING

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

DIVISION 08 - OPENINGS

08 11 13

08/20, CHG 1: 08/25 STEEL DOORS AND FRAMES

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 51 13 05/19 ALUMINUM WINDOWS

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

DIVISION 09 - FINISHES

09 29 00

08/24, CHG 1: 05/25 GYPSUM BOARD

YAQF192039

PROJECT TABLE OF CONTENTS Page 2

09 90 00 02/21 PAINTS AND COATINGS

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

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 09 00 08/24, CHG 1: 08/25 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 08/24 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 09 93 11/15 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 23 00 08/21 REFRIGERANT PIPING

23 30 00 02/25 HVAC AIR DISTRIBUTION

23 81 00 05/24 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 83 00.00 20 04/06 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

11.01

11.02

08/24

08/24

CYBERSECURITY FOR

CONTROL SYSTEMS

CYBERSECURITY FOR

FIRE PROTECTION

HVAC/DDC CONTROL

25 05 11.03 08/24

SYSTEMS

CYBERSECURITY FOR LIGHTING CONTROL

SYSTEMS

25 10 10 02/19, CHG 2: 08/25 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 05 13 08/25 MEDIUM-VOLTAGE CABLES

26 05 19.00 10 11/22 INSULATED WIRE AND CABLE

26 05 73 08/23 POWER SYSTEM STUDIES

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

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

MEDIUM-VOLTAGE TRANSFORMERS

26 13 01 05/24 PAD-MOUNTED DEAD-FRONT AIR INSULATED

SWITCHGEAR

26 20 00 05/25 INTERIOR DISTRIBUTION SYSTEM

26 27 13.10 30 10/07, CHG 2: 08/18 ELECTRIC METERS

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 41 00 08/23 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

26 56 20 02/19 AIRFIELD AND HELIPORT LIGHTING AND

VISUAL NAVIGATION AIDS

DIVISION 27 - COMMUNICATIONS

27 10 00 05/25 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

YAQF192039

PROJECT TABLE OF CONTENTS Page 3

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

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 FOR FLEXIBLE PAVING

23.23

05/22

08/22

AGGREGATE BASE COURSE AND/OR GRADED

CRUSHED AGGREGATE BASE COURSE FOR

FLEXIBLE PAVING

BASE COURSE DRAINAGE LAYERS

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 13 14.14 08/23 CONCRETE PAVING FOR SMALL AIRFIELD

32 17 23.19 11/24

PROJECTS

AIRFIELD PAVEMENT MARKINGS

32 31 13 11/21 CHAIN LINK FENCES 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 05 07.13 02/24 UTILITY DIRECTIONAL DRILLING

33 40 00 11/21 STORMWATER UTILITIES

33 46 16 05/18 SUBDRAINAGE PIPING

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

NON-STANDARD SPECIFICATIONS

NS-108 APRON LIGHTING

NS-115 POLYMER CONCRETE HANDHOLE

NS-890 ALCMS

-- End of Project Table of Contents --

YAQF192039

PROJECT TABLE OF CONTENTS Page 4

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REPAIR AIRFIELD LIGHTING AND VAULT YAQF192039

VOLK FIELD CRTC, CAMP DOUGLAS WI TYPE B3 100% FINAL

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 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

This project shall consist of one Base Bid and Three (3) Bid Options. 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.

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

Provide the lump sum price for all of the following items:

Base Bid

1. Repair/replace runway and taxiway lighting systems.

2. Replace cable and conduit as needed.

3. Remove splice hand holes and replace with splice can plazas per

Unified Facilities Criteria (UFC).

4. Replace/update airfield lighting fixtures on runway, taxiways, and approach lighting systems.

5. Replace airfield lighting vault to current standards and replace CCRs in vault to current standards.

6. Remove existing airfield lighting vault after construction of the proposed vault has been completed.

7. Existing apron flood lights to remain. Provide all work associated with providing new power and control to the existing lights along with changing fixtures from incandescent to LED as described in the plans and these specification to be make for a complete and operable system.

Bid Options shall consist of:

Bid Option No. 1: Installation of Landing Zone (LZ) - Lights and Markings

(a) Base Bid Scope of Work: Items for LZ not provided.

(b) Bid Option No. 1 Scope of Work: Install UFC lighting and markings to provide AMP3 LZ on each end of runway.

Bid Option No. 2: Installation of Powered Vertical Lift Gate

(a) Base Bid Scope of Work: Existing double swing gate with padlock

SECTION 01 11 00 Page 1 will remain.

(b) Bid Option No. 2 Scope of Work: Powered vertical lift gate with keypad is to be installed adjacent to the proposed vault site.

Bid Option No. 3: Mill and Overlay of Service Road Asphalt Between the Proposed Vault and Taxiway Alpha

(a) Base Bid Scope of Work: Existing asphalt pavements will remain.

(b) Bid Option No. 3 Scope of Work: The asphalt road servicing the new lighting vault and connecting to Taxiway Alpha is renewed by milling off of 2-inches of existing Hot Mix Asphalt (HMA) surface and overlaying with a new 2-inch HMA overlay.

Contractor shall include in his/her bid 500 CY of rock excavation.

This quantity could be encountered in the placement of the new homerun route in the area between the new vault building and Taxiway A to the north.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes that mentioned above along with the information provided within this specification and included plan set and all incidental related work.

1.3.2 Location

The work is located at the Volk Field CRTC, located at Camp Douglas WI.

1.4 OCCUPANCY OF PREMISES

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

All airfield work shall conform to that described within the plan set and Section 01 35 13.

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

1.5 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 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 work must be in a condition equal to or better than that which existed before new work started.

1.6 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. Contact local utility locating service a minimum of 14 days prior

SECTION 01 11 00 Page 2 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 local Base and/or utility companies. Scan the construction site with dual frequency Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Marking on paved surfaces to be temporary and approved by Base Operations. Verify the elevations by potholing of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, 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.

1.6.1 Notification Prior to Excavation

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

1.6.2 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.

1.7 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 on base.

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 Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

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

SD-07 Certificates

1.3 SPECIAL SCHEDULING REQUIREMENTS

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

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 required Phases. Specific items of work to which this requirement applies include:

(1) Phasing and closure of each area shall be as indicated in the plan set. Any deviation shall be coordinated with BCE, Airfield Management and the Contracting Officer 14 days prior to any change.

(2) Any area located within 200 feet of the runway shown in the plan set shall be coordinated with Airfield Operations for entry into the area. The Contractor shall coordinate his/her upcoming activities within these areas with Base Operations for periods of time the areas can be worked in.

The contractor shall at all times while working within these areas have radio contact with the control tower. No entry into these areas will be allowed with contact with the tower.

SECTION 01 14 00 Page 1

c. The Airfield, Electrical Vault and Airfield Control Tower 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 active roads, airfield pavements, 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.

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

1.4.1.2 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 an 10 hour period established by the Contracting Officer, between 7 a.m. and 5:00 p.m.,Monday through Friday, excluding Government holidays.

1.4.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

SECTION 01 14 00 Page 2

This includes weekends and night work. Make application 3 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 Occupied Buildings

Work will be in an existing Control Tower and Vault building which are occupied.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains, and Government material located in the control tower and vault building during the construction period.

1.4.5 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 NAVAID's 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 and the following apply:

1.5.1 Security Clearance and Permits

a. Controlled Access Areas

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

SECTION 01 14 00 Page 3

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.

1.5.1.1 Security Requirements

a. Request For Entry

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 Gate Security Requirements

The Contractor shall hire and provide security personnel for maintaining access restrictions, security checks and inspections, locking and unlocking any gate used for construction other than the main gate. The Contractor hired security personnel shall be trained and certified through the requirements set forth by Base Security Forces. Required training for any gate access other than the main 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 any alternative gate.

1.5.1.2 Entry to Volk Field 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. Volk Field 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 Volk Field 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

SECTION 01 14 00 Page 4 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 Volk Field Air National Guard Base, but the contractor may expect occasional security changes due to Operations by the Base.

1.5.1.3 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.

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.

1.5.1.4 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 Volk Field 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 Volk Field Air National Guard Base.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 14 00 Page 5

SECTION 01 14 00 Page 6

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

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 as a digital file. Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

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.

SECTION 01 30 00 Page 1

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 projects similar in 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.

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 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.

SECTION 01 30 00 Page 2

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.

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

SECTION 01 30 00 Page 3 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, Base Personnel, 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 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the Pre-Construction meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

1.10 MOBILIZATION

Mobilize to the jobsite within 30 calendar days of final site or building design approval. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

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PROJECT SCHEDULE

08/23, CHG 1: 08/24

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

AACE 84R-13 (2015) Planning and Accounting for Adverse Weather

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 67-17 (2017) Schedule Delay Analysis

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- Project Schedules

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

Project Scheduler Qualifications ; G

Preliminary Project Schedule ; G

Initial Project Schedule ; G

Periodic Schedule Update ; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The Designated Project Scheduler must have prepared and maintained at least three previous construction schedules for projects of similar size and complexity to this contract, using Primavera P6.

Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 10 Page 1

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government uses Primavera P6. Ensure exported schedule files are compatible with the version of P6 used by the Government.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system. Verify at the SEKO meeting which version of P6 is in use by the Government. Export the schedule in a version of P6 no newer than that used by the Government.

2.1.2.2 Other Than Primavera

If the Contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors, and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.1.1 Scheduling Expectations Kickoff Meeting(SEKO)

In conjunction with the post award conference or pre construction conference meeting, the Government and the Contractor will hold a separate and distinct Scheduling Expectations Kickoff Meeting(SEKO). The intent of this meeting is for the Government to review with the contractor the

SECTION 01 32 01.00 10 Page 2 requirements of the scheduling specification, communicate the Government’s expectations regarding schedule development and management, and answer any questions the Contractor may have regarding the schedule requirements.

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN. Match the progress payment "Pay Period Thru" date in RMS to the schedule data date.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Activities with a negative cost loading is not allowed. Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Cost Loading of Submittals

No costs are to be assigned to activities for the preparation, review, or approval of submittals, except as described under paragraph COST LOADING OF CLOSEOUT ACTIVITIES, paragraph AS-BUILT DRAWINGS, and paragraph O&M

MANUALS.

3.2.3 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial, or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Non-procurement activities Original Durations (OD) are not to exceed 20 workdays or 30 calendar days.

3.3.3 Procurement Activities

Include in the schedule activities associated with the critical submittals

SECTION 01 32 01.00 10 Page 3 and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Activities

Include the following activities in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Long procurement activities. To include electrical item submittals and procurement.

c. Submission, review and acceptance of Sections 32 12 15.13 and 32 13

14.14 required Mix Designs.

d. Work timelines for preparation items required for phase and work area changes. Coordinate timelines with the Government to ensure Government Furnished items align with the project schedule.

e. Work timelines for temporary and permanent NAVAIDs requiring FAA flight checks and adjustments. Coordinate timelines with the Government and FAA to ensure equipment is checked and adjusted for airfield use in accordance with the phasing requirements.

f. Work timelines for required Test Sections.

g. Submission and approval of Test Sections' Testing Results.

h. Timelines for required Cure Periods.

i. Timelines for required CO/COR/Airfield Manager/Base CE/Government Onsite Representative observations and inspections.

j. Submission of mechanical/electrical/information systems layout drawings.

k. Submission and approval of O & M Manuals.

l. Submission and approval of as-built drawings.

m. Submission and approval of DD1354 data and installed equipment lists.

n. Submission and approval of material testing and results.

o. Submission, review, and acceptance/approval Controls testing plan submission.

p. Submission, review, and acceptance/approval Controls testing.

q. Performance Verification testing.

r. Submission, review, and acceptance/approval other systems testing, if required.

s. Contractor's pre-final inspection.

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t. Correction of punch list from Contractor's pre-final inspection.

u. Government's pre-final inspection.

v. Correction of punch list from Government's pre-final inspection.

w. Final inspection.

3.3.5 Government Activities

Show in schedule, Government and other agency activities that could impact progress. These activities include, but are not limited to approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein.

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, SECTION 01 32 01.00 10 Page 5

Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);

ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for Volk Field/NGB).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different phases/areas of work to include Phases 1, 2, and 3, etc.

Activities cannot have more than one Work Area Code.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Number (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.6.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

SECTION 01 32 01.00 10 Page 6

3.3.6.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00 QUALITY CONTROL.

An activity can have only one Feature of Work Code.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or affect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

3.3.7.1 Project Start Date Milestone and Constraint

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

3.3.7.2 End Project Finish Milestone and Constraint

The last activity in the schedule must be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path.

3.3.7.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.7.3.1 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

3.3.7.3.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

3.3.8 Adverse Weather

Ensure anticipated adverse weather is accounted for in the Project

SECTION 01 32 01.00 10 Page 7

Schedule. AACE 84R-13 provides methodologies for techniques in planning for adverse weather.