03. FTQW231401, Rpr Lift Stn B2212, Construction Specs.pdf

Repair Lift Station B2212 Eielson Air Force Base, Alaska Project No.: FTQW 231401

Revised Final Construction Documents Volume 1 ‐ Specifications

For:

354th Civil Engineer Squadron 2310 Central Ave.

Eielson Air Force Base, Alaska 99702

June 10, 2025

Repair Lift Station B2212 Eielson Air Force Base, Alaska Project No.: FTQW 231401

Revised Final Construction Documents Volume 1 ‐ Specifications

Table of Contents Specifications Appendix to 01 33 00 – Submittal Register Appendices to 01 57 19 Appendix to 02 26 00 – Hazmat Report v100 Appendix to 02 61 13 – Geotechnical Report Appendix to 02 61 13 – Dewatering Plan Appendix to 31 63 16 – Structural Calculations

By:

Design Alaska, Inc.

601 College Road Fairbanks, Alaska 99701

June 10, 2024

REPAIR LIFT STATION B2212 REVISED FINAL CONSTRUCTION DOCUMENTS

FTQW 231401

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 26 00 HAZARDOUS MATERIALS ASSESSMENT

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 63 16 CAST-IN-PLACE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 30 00 SANITARY SEWERAGE

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 ON-SITE PERMITS

1.5.1 INSTALLATION PERMITS

1.5.2 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

1.5.3 EIELSON AFB WASTE DISPOSAL AND BORROW PIT

1.5.4 HOT WORK PERMIT

1.5.5 PERMIT FORMS AND TIMELINES

1.6 Radioactive Material & Laser Permit

1.6.1 Permits

1.6.2 Supporting Documentation:

1.6.3 Approval Letter:

1.6.4 Notification Procedures:

1.7 LOCATION OF UNDERGROUND UTILITIES

1.7.1 Notification Prior to Excavation

1.8 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

1.9 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

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G, CES Scope Of Work Description; G, CES

Site Plan With Area Of Work Noted; G, CES

Commercial Utility Clearance Number; G, CES

Hazardous Materials Training Certificates; G, CES

Environmental Management System (Ems) Training Certificates; G, CES

Approved Sampling And Analysis Plan;

Radioactive Material Permit; G, BIOE

Laser Permit; G, BIOE

Hot Work Permits; G, CEF

Waste/Borrow Permit; G, CEIE

Work Clearance Request; G, CES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes installation of a bypass lift station and incidental related work.

1.2.2 Location

The work is located at Building 2212, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) will not be occupied during performance of work under this

SECTION 01 11 00 Page 2

Contract. However, Building 2212 will remain in operation as a primary lift station throughout the duration of the project.

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 approaches, corridors, and stairways.

1.4 EXISTING WORK

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

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

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the 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.

1.5 ON-SITE PERMITS

1.5.1 INSTALLATION PERMITS

The following permits are required for various activities while on the installation. Contractor shall obtain all required permits prior to start of associated work and shall adhere to all noted requirements at all times.

1.5.2 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

A Base Civil Engineering Work Clearance Request (aka Dig Permit, AF103, Work Clearance Request) request is used for any work (contract or in-house) that may disrupt aircraft or vehicular traffic flow, base utility services, protection provided by fire and intrusion alarm system, or routine activities of the installation. This form is used to coordinate the required work with key base activities and keep customer inconvenience to a minimum. It is also used to identify potentially hazardous work conditions in an attempt to prevent accidents. The work clearance request is processed just prior to the start of work. If delays are encountered and the conditions at the job site change (or may have changed) this work clearance request must be reprocessed.

There is no contractor accessible form to initiate the approval process for a Work Clearance Request. The contractor shall provide the following information to the 354 CES Project Manager to enter into the Air Force controlled management system. The 354 CES Project Manager will return a signed AF103 for the contractor's use once all approvals are obtained. This process typically takes 10 business days.

a. Scope of Work Description

Contractor shall describe the scope of work requested to be completed under this Work Clearance Request. This can range from a specific action to the entire project. Only work noted in this description is authorized, any remaining work to complete the contract will require an additional Work Clearance Request.

b. Site Plan with Area of Work Noted

SECTION 01 11 00 Page 3

Contractor shall submit a site plan with area of work under the associated Work Clearance Request specifically annotated. Area deliniation will be used as request for buried utility locates.

c. Commercial Utility Clearance Number

Contractor shall submit and obtain a clearance request through the Alaska Dig Line https://www.811ak.com/. Provide a copy of the ticket to the 354 CES Project Manager within 30 days of submission.

d. Hazardous Materials Training Certificates

Hazardous waste training is required for ALL contractors working on Eielson AFB prior to project start. Please ensure widest dissemination to applicable personnel and ensure subcontractors are aware of this training.

This training will cover waste management and disposal requirements for solid and hazardous waste handling (including aerosol can use). Hazardous waste training is a federal requirement and must be completed on an annual basis.

Contractors, both primary and subcontractors, must attend one of these trainings PRIOR to receiving a signed AF Form 103 from the Environmental Element and plan accordingly to schedule training two weeks prior to project start date. A primary and alternate from each company must attend in-class training.

To register for training, contact the Hazardous Waste Program Manager Mr.

Galen Kornowske at 907-377-4017 or joseph.kornowske@us.af.mil. Alternate point of contact is Mr. Enzo Fochesatto at Enzo.Fochesatto.1@us.af.mil.

Training is typically offered on alternate Mondays from 1000-1130 in Building 2258 (2310 Central Ave) on Eielson Air Force Base. Training will not be held on any Federal Holidays.

e. Environmental Management System (EMS) Training Certificates

Per AFI32-7002 4.3. Competence, Training, and Awareness. 4.3.1. All personnel that fall within the scope of the AF EMS (e.g., military, civilian, ANG state employees, tenants, contractors, etc.) will receive EMS and other appropriate environmental training applicable to their daily duties in accordance with DoD 4715.06. (T0). 4.3.1.1. Personnel involved in activities impacting the environment will receive EMS General Awareness training. (T-3). At a minimum, training should be provided upon arrival at the installation.

EMS General Awareness Training is available at the TEACH website (https://usaf.learningbuilder.com) under Course Name Environmental Managements System (EMS) General Awareness Training, Course Number:

EMS100AFIT00004. Training is on-demand and has an expected duration of seven (7) minutes. A course evaluation is required to receive a certificate of completion. This certificate does not expire.

f. Approved Sampling and Analysis Plan

For all Work Clearance Requests that will involve any level of soil disturbance, an approved Sampling and Analysis Plan (SAP) must be on file with 354 CES. Depending on Government Agencies involved this can take a significant amount of time. Contractor shall plan their work accordingly.

SECTION 01 11 00 Page 4

See 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS for more information on submitting and requirements for the SAP.

1.5.3 EIELSON AFB WASTE DISPOSAL AND BORROW PIT

See 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

1.5.4 HOT WORK PERMIT

Hot work permits are controlled and issued by the Eielson Fire Prevention Office using Air Force Form 592 (AF592). All hot work accomplished outside of an authorized inside area must have an AF592 issued by the Eielson Fire Prevention Office or a Permit Authorized Individual (PAI). PAI training is available through the Eielson Fire Prevention Office at 907-377-4156.

Hot work is defined as any work involving burning, welding or similar operations that is capable of initiating fires or explosions. Example types of hot work include but are not limited to the following:

a. Welding

b. Burning

c. Brazing

d. Propane Soldering

e. Oxyacetylene Cutting

f. Grinding Ferrous Metals

g. Open Flames

Hot work permits are issued for the specific job being done with a specific time period (24-hour maximum). A change in crew or working shift requires a new permit.

When working in an existing facility or with working duct smoke detectors, a 72-hour notice is required to the CES Alarm Shop (CES/CEOXXX) by calling 907-377-2100 Option 2. Advise the shop of the facility number and of the work being done prior to issuing the permit.

Additional operational and safety requirements will be outlined as part of the permit and PAI training process. Contractor shall comply with all requirements of the permit, including fire watch and trainings as applicable.

For specific questions regarding vision or inhilation hazards contact 354 Fighter Wing Occupational Safety and/or 354 Medial Group Bioenvironmental Offices.

1.5.5 PERMIT FORMS AND TIMELINES

PERMIT SUBMISSION DATE SUBMISSION FORM

Work Clearance Request 30 calendar days prior to work

AF103

SECTION 01 11 00 Page 5

PERMIT SUBMISSION DATE SUBMISSION FORM

Waste/Borrow Permit 14 calendar days prior to work

Waste Disposal / Borrow Pit W k h tHot Work Permits 14 calendar days prior to work

AF592

Radioactive Materials Permit

45 calendar days prior to requiring radioactive materials on base

PDF Package

Laser Permit 45 calendar days prior to requiring radioactive materials on base

PDF Package

Post permits at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted.

1.6 Radioactive Material & Laser Permit

Contractor is required recieve a Radioactive Material Permit & Laser Permit before bringing the respective equipment on to Eielson Air Force Base.

1.6.1 Permits

Radiation & Laser permits (RP) are required for the use, storage, and possession of radiation sources by non- Air Force agencies (including civilian contractors). This includes nuclear density gauges used for determining soil contamination as well as any class 3 or 4 (enclosed and exposed) lasers.

Concurrence from Eielson AFB Bioenvironmental Engineering Ops is required to obtain a Radiation Permit.

The Contractor shall submit a serial letter to the Bioenvironmental Engineering Ops office through the 354th CES PM requesting a permit. The serial letter shall be provided 30 calendar days prior to the requested start date and should include the following:

a. The serial letter must be addressed to:

Bioenvironmental Engineering Ops 354th Operational Medical Readiness Squadron Eielson AFB, AK 99705 907-377-6700

b. Description of the purpose for the radiation permit for the given project.

c. Specific start and stop dates that equipment will be on the installation.

d. A detailed description of the proposed activities or usage, to include safety precautions to be enforced.

1.6.2 Supporting Documentation:

The Contractor shall provide the following supporting documentation as part

SECTION 01 11 00 Page 6 of the permit application:

a. A copy of the written procedures established by the Contractor to ensure the radiological health and safety of Government personnel and the public while the material is on the Air Force installation.

b. Attach a copy of the current Nuclear Regulatory Commission (NRC) license applicable to the equipment referenced to in the RP.

c. A copy of the written procedures established by the Contractor to ensure the radiological health and safety of Government personnel and the public while the material is on the installation.

d. A copy of the applicable NRC or Agreement State License possessed by the Contractor, if available. If the material is not controlled by the NRC, the Contractor shall provide a complete and accurate NRC Form 313 for each type of unit to be used, with all necessary supporting documentation, for review.

e. A copy of the NRC Form 241 or a similar document for each specific licensable item.

f. A copy of the contract section(s) describing the work to be performed, and the inclusive dates during which the work will be conducted.

g. Documentation of the names and qualifications of all personnel who will handle, store, transport and use the radioactive material proving that they are properly trained to perform these functions. Specific documentation (e.g., course completion certificates, in-house training certifications and plans) shall be included to show that these personnel are properly trained IAW the stipulations of the license(s) or the proposed permit.

1.6.3 Approval Letter:

The Contractor will receive a Radiation Approval Memorandum (RAM) from the Bioenvironmental Engineering Ops office, allowing the use of the described radiation equipment on the installation.

CONTRACTORS ARE NOT ALLOWED TO BRING THE EQUIPMENT ONTO THE INSTALLATION

WITHOUT THE APPROVAL LETTER.

1.6.4 Notification Procedures:

Initial Notification: Once the Contractor has received written approval for use of the radioactive material through the PM, the radioactive material will be allowed to be brought onto the Installation. The Contractor shall notify Bioenvironmental Engineering Ops three (3) business days prior to the initial use of the materials.

Complete Notification: The Contractor shall notify Bioenvironmental Engineering Ops through the 354 CES PM immediately upon completion of use, and when the material is removed from the installation. In all cases, the Contractor shall restore the property to NRC unrestricted use criteria.

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain Work Clearance Request prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

SECTION 01 11 00 Page 7

Contact 354 CES Customer Service at 907-377-2100 a minimum of 5 calendar 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.

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.8 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish the following materials and equipment for installation by the Contractor:

DESIGNATION NO. DESCRIPTION QUANTITY

1 Access to temporary power as required for job site trailer

1.9 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 3 miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

1.2.1.1 Subcontractors and Personnel Contacts

1.2.1.2 No Smoking Policy

1.2.2 Working Hours

1.2.3 Work Outside Regular Hours

1.2.4 Occupied Buildings

1.2.5 Utility Cutovers and Interruptions

1.2.6 FAA Obstruction Evaluation / Airport Airspace Analysis

1.2.7 Adverse Weather

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

FAA Form 7460; G, CENPL

FAA Determination Letter; G, CENPL

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 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, include delivery vehicles, are clearly identified with their company name.

1.2.1.1 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.

1.2.1.2 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.

1.2.2 Working Hours

Regular working hours will consist of an 10 hour period, between Monday through Friday, 7:30 a.m. through 5:30 p.m., excluding Government holidays.

SECTION 01 14 00 Page 2

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

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

1.2.4 Occupied Buildings

The Contractor shall be working around existing buildings which are occupied. The existing buildings and their occupants must be kept safe at all times.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

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, and fire alarm are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to outside of business hours. This time limit includes time for deactivation and reactivation.

1.2.6 FAA Obstruction Evaluation / Airport Airspace Analysis

In accordance with 14 CFR Part 77.9, if you propose any of the following types of construction or alteration, you must file notice with the FAA at least 45 days prior to beginning construction:

a. Any construction or alteration that exceeds an imaginary surface extending outward and upward at any of the following slopes:

(1) 100 to 1 for a horizontal distance of 20,000 ft. from the nearest point of the nearest runway of each airport described in 14 CFR 77.9(d) with its longest runway more than 3,200 ft. in actual length, excluding heliports

(2) 50 to 1 for a horizontal distance of 10,000 ft. from the nearest point of the nearest runway of each airport described in 14 CFR 77.9(d) with its longest runway no more than 3,200 ft. in actual length, excluding heliports

(3) 25 to 1 for a horizontal distance of 5,000 ft. from the nearest point of the nearest landing and takeoff area of each heliport described in 14 CFR 77.9(d);

b. OR any highway, railroad, waterway or other traverse way for mobile objects, of a height which, if adjusted upward as defined in 14 CFR 77.9(c) would exceed a standard of 14 CFR 77.9 (a) or (b);

c. OR your structure will emit frequencies, and does not meet the

SECTION 01 14 00 Page 3 conditions of the FAA Co-location Policy;

d. OR your proposed structure will be in proximity to a navigation facility and may impact the assurance of navigation signal reception;

e. OR any construction or alteration exceeding 200 feet above ground level, regardless of location;

f. OR any construction or alteration located on an airport described in 14

CFR 77.9(d);

g. OR filing has been requested by the FAA.

The Contractor shall submit a completed FAA Form 7460 and FAA Determination Letter to the Government for any activities noted above.

1.2.7 Adverse Weather

The Contractor is responsible for protecting the project site and it's contents from adverse weather. Additionally the Contractor is responsible for any repairs that are caused due to improper protection.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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 POST AWARD CONFERENCE

1.8 PRECONSTRUCTION CONFERENCE

1.8.1 Attendees

1.9 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

1.9.1 Meetings

1.10 PARTNERING

1.11 MOBILIZATION

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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" or "S" classification. Submittals not having a "G" or "S" 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

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 in each daily report according to section 01 45 00 QUALITY CONTROL.

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 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

SECTION 01 30 00 Page 2 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.

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.

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 for excess costs or damages by the Contractor.

1.7 POST AWARD CONFERENCE

Within 15 days of Notice to Proceed, the Contractor shall coordinate with the Contracting Officer a time and place to meet for the Post Award Conference. The purpose of this meeting is to review scheduling expectations, discuss long lead-time items, as well as any additional access requirements of the project area.

The intent of the scheduling expectations portion of the meeting is for the Government to review with the contractor the 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. See 01 32 01 PROJECT SCHEDULE for additional guidance and schedule requirements.

1.8 PRECONSTRUCTION CONFERENCE

Prior to commencing any work at the site, the Contractor shall coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference. The conference cannot take place until all Preconstruction Submittals have and approved. The purpose of this conference 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, SECTION 01 30 00 Page 3 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.

1.8.1 Attendees

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

1.9 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:

1.9.1 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 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.

1.10 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, , Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.11 MOBILIZATION

Contractor shall not mobilize to the jobsite until all Preconstruction

SECTION 01 30 00 Page 4 submittals have been submitted and approved, unless otherwise authorize by the Contracting Officer. 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

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PART 3 EXECUTION

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SECTION 01 30 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

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

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Activities

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Adverse Weather

3.3.9 Calendars

3.3.10 Open Ended Logic

3.3.11 Default Progress Data Disallowed

3.3.12 Out-of-Sequence Progress

3.3.13 Added and Deleted Activities

3.3.14 Original Durations

3.3.15 Leads, Lags, and Start to Finish Relationships

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3.3.16 Retained Logic

3.3.17 Percent Complete

3.3.18 Remaining Duration

3.3.19 Cost Loading of Closeout Activities

3.3.19.1 As-Built Drawings

3.3.19.2 O & M Manuals

3.3.20 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Electronic Scheduling Data

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Scheduling and Leveling Report

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Grouping and Sorting

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Changes That Do Not Cause Delay

3.8.3 Time Impact Analysis (Prospective Analysis)

3.8.4 Forensic Schedule Analysis (Retrospective Analysis)

3.8.5 Fragmentary Network (Fragnet)

3.8.6 Time Extension

3.8.7 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

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SECTION 01 32 01

PROJECT SCHEDULE

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" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications;

Preliminary Project Schedule Submission; G, CES

Initial Project Schedule Submission; G, CES

Periodic Schedule Updates; G, CES

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

SECTION 01 32 01 Page 3 similar size and complexity to this contract.

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 Microsoft Project for scheduling. Files submitted to the government for review shall be in a MS Project compatible files and Portable Document Format (PDF).

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).

3.2 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.

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 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.

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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 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. Submission, review and acceptance of features requiring design completion

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

d. Submission and approval of O & M manuals.

e. Submission and approval of as-built drawings.

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

g. Submission and approval of testing and air balance (TAB).

h. Submission of TAB specialist design review report.

i. Submission and approval of fire protection specialist.

j. Submission and approval of Building Commissioning Plan, Controls testing plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

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These activities may include but are not limited to: air and water balancing, building commissioning -functional performance testing, controls testing, and performance verification testing. Include other systems testing, if required. Include additional commissioning requirements noted elsewhere in the Contract as required in the schedule and discussed during the Post Award Conference referenced in

01 30 00 ADMINISTRATIVE REQUIREMENTS.

k. Contractor's pre-final inspection.

m. Correction of punch list from Contractor's pre-final inspection.

n. Government's pre-final inspection.

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

p. 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 AF103, approvals, environmental permit approvals by State and Federal 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.

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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, 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 Contracting Officer).

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 areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

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. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

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b. 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.

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 effect 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.

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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 Schedule. AACE 84R-13 provides methodologies for techniques in planning for adverse weather. The preferred methodology is the use of a weather calendar. If a method other than a weather calendar is proposed the discuss the reason during the SEKO meeting.

3.3.9 Calendars

Schedule activities on a Calendar to which the activity logically belongs.

Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop Seasonal Calendar(s) and assign to seasonally affected activities as applicable.

If a weather calendar is used its implementation and execution is to be in accordance with AACE 84R-13

3.3.10 Open Ended Logic

Only two open ended activities are allowed: the first activity "NTP Acknowledged" is to have no predecessor logic, and the last activity -"End Project" is to have no successor logic. Except as noted above all activities are to have at least a start-to-start or finish-to-start relationship with its predecessor(s) and a finish-to-finish or finish-to-start relationship with its successor(s).

Predecessor open ended logic may be allowed in a time impact analyses upon the Contracting Officer's approval.

3.3.11 Default Progress Data Disallowed

Actual Start and Finish dates must not automatically update with default mechanisms…