A21 - Philpott_Dam_Specifications-Not_For_Construction.pdf

CORRECTED FINAL (100%) DESIGN

TECHNICAL SPECIFICATIONS

Philpott Dam Stability Analysis and Anchors Design Henry and Franklin Counties, Virginia

CONTRACT NO. W912PM-20-D-003

TASK ORDER NO. W912PM-23-F0008

Prepared for

US Army Corps of Engineers – Wilmington District

6 NOVEMBER 2025

NOT FOR CONSTRUCTION

Philpott Dam Anchors and Instrumentation 043373

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24 SUMMARY OF WORK

01 20 00 11/20, CHG 4: 08/24 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 4: 08/24 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 16.00 10 05/16 DESIGN DATA (DESIGN AFTER AWARD)

01 35 26 05/24 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23, CHG 1: 05/24 QUALITY CONTROL

01 45 00.15 10 11/23 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

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

CONTROLS

01 57 19 08/22 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 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 32 13 02/21 INSTRUMENTATION HOLE DRILLING AND

SAMPLING

DIVISION 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

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

DIVISION 05 - METALS

05 50 13 08/24 MISCELLANEOUS METAL FABRICATIONS

DIVISION 26 - ELECTRICAL

26 20 00 08/23 INTERIOR DISTRIBUTION SYSTEM

DIVISION 31 - EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

31 68 13 11/20 SPILLWAY ANCHORS

DIVISION 32 - EXTERIOR IMPROVEMENTS

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

DIVISION 33 - UTILITIES

33 51 43 05/22 INSTRUMENTATION AND PERFORMANCE

MONITORING OF STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00

SUMMARY OF WORK

02/24

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes installation of spillway anchors and automated anchor load sensors. Also included are installation of inclinometers in monoliths 9 and 13 and automation of crack gauges and piezometers, and incidental related work.

1.1.2 Location

The work is located at the Philpott Lake Dam in Henry and Franklin Counties, Virginia which is approximately 7 miles north of Bassett, Virginia, as indicated on the drawings.

1.2 OCCUPANCY OF PREMISES

Dam will remain operational during performance of work under this Contract.

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

1.3 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, affected existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

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

Contact local utility locating service a minimum of 48 hours 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.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in dam structures are discovered. Verify the elevations 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, SECTION 01 11 00 Page 1 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.

1.4.1 Notification Prior to Excavation

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

1.5 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 a location designated by the Government.

Maintain a list of 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.

1.6 LAKE OPERATION INFORMATION

Philpott Lake operation information is discussed in the Water Control Plan for Philpott Lake dated June 1992 (minor editorial changes March 2004):

https://epec.saw.usace.army.mil>PhilpottWCP.pdf

In summary, Philpott Dam is operated to maintain the lake level at, or near, the guide curve elevation. The guide curve is at elevation 970.8 feet NAVD88 from October through January and at elevation 972.8 feet NAVD88 from April through July. The guide curve varies linearly between the two limits from February through March and from August through September.

The latest information including Project Description, Pertinent Data, Daily Operating Log Files, Daily Reservoir Reports, Projected Lake Levels during Flood Events, Recent Elevation and Flow Information, and Historic Lake Elevation, Inflow and Outflow data are provided on the following website:

https://epec.saw.usace.army.mil/roanphil.htm

The hydrograph of the daily mean lake elevation data is provided on Attachment A.

The Philpott Pool Elevation Duration Curve is provided on Attachment B.

The equipment in the lake may need to be removed if the lake is forecast to rise significantly with an uncontrolled release from the spillway.

The Contractor will need to establish the maximum working lake level for equipment and the necessary lead time to receive notice to evacuate equipment.

The Contractor shall submit the above information in the Construction Site Plan ( 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, paragraph

CONSTRUCTION SITE PLAN)

SECTION 01 11 00 Page 2

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 11 00 Page 4

Philpott Dam Stability Analysis and Anchors Design 043373

ATTACHMENT A Page 1

ATTACHMENT A – PHILPOTT LAKE HYDROGRAGH

Reservoir Level Hydrograph

USACE Gage Data Website:

h�ps://epec.saw.usace.army.mil/roanphil.htm

USGS Gage Data Website:

h�ps://waterdata.usgs.gov/nwis/inventory?agency_code=USGS&site_no=02071900

1950 1960 1970 1980 1990 2000 2010 2020

E le va ti o n ft

N

A V

D

Year

Philpot Reservoir Stage Hydrograph, ft NAVD88 (Sept 1953 - Sept 2024)

USACE Data USGS Data

Notes:

- Time indicated in USACE and USGS reservoir level records is 2400 , unless otherwise indicated in the specific record.

- USACE data from 9/1/1953 - 12/30/2022.

- USGS data from 12/31/2022 - 9/30/2024.

- Max. WSE recorded from USGS continuous data is 984.71 ft NAVD 88 on 05/22/2020.

Philpott Dam Stability Analysis and Anchors Design 043373

ATTACHMENT B Page 1

ATTACHMENT B – PHILPOTT POOL ELEVATION DURATION CURVE

Updated Figure 4.4 with New Reservoir Level Data

0 10 20 30 40 50 60 70 80 90 100

P h il p o t

R e se rv o ir

L e v e l, F e e t N

A V

D

Percent of Time Philpot Level is Greater Than or Equal to Elevation Shown

Philpot Pool Elevation Duration Curve

Reservoir Level Top of Conservation Pool Top of Flood Control Pool

Note: Duration curve is based upon Period of Record data from Sept 1953 to Sept 2024

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 4: 08/24

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule

Item No. Description Est.

Quantity

Unit Unit Price Unit Price Amount

0001 Mobilization 1 Jobs $ $

0002 Inclinometer Core Drilling and Casing Installation

382 LF $ $

0003 Inclinometer Installation 56 EA $ $

0004 Vibrating Wire Piezometer 13 EA $ $

0005 Pneumatic Piezometer Conversion

4 EA $ $

0006 Automated Crack Meter Installation

22 EA $ $

0007 Anchor Vibrating Wire Load Cell Installation

6 EA $ $

0008 Anchor Electromagnetic Sensor Installation

6 EA $ $

0009 Electrical Panelboard Installation

2 EA $ $

0010 RMU Installation 1 EA $ $

0011 RIO Cabinet Installation 3 EA $ $

0012 Drilling in Concrete for Spillway Anchors

816 LF $ $

0013 Spillway Anchors 786 LF $ $

0014 Performance Test 12 EA $ $

0015 Water Tightness Test 12 EA $ $

SECTION 01 20 00 Page 1

Item No. Description Est.

Quantity

Unit Unit Price Unit Price Amount

0016 Regrout for Anchors Bags Cement

0017 Redrill Grout Holes LF $ $

0018 Demobilization 1 Job $ $

1.2 CONTRACT COST BREAKDOWN

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

1.3 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.3.1 Submission of Invoices

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

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

1.3.2 Final Invoice

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

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once

SECTION 01 20 00 Page 2 receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

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

1.4 SINGLE JOB PAYMENT ITEMS

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

1.4.1 Mobilization and Demobilization

1.4.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.4.1.2 Unit of Measure

Unit of measure: job.

1.5 UNIT PRICE PAYMENT ITEMS

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

1.6 UNIT PRICES

1.6.1 Inclinometer Core Drilling and Casing

1.6.1.1 Payment

Payment will be made for costs associated with inclinometer core drilling, casing, and grouting of casing in the borehole.

1.6.1.2 Measurement

Inclinometer Core Drilling and Casing will be measured for payment to the nearest foot based upon the linear foot of depths drilled and installation

SECTION 01 20 00 Page 3 of inclinometer casings including grouting.

1.6.1.3 Unit of Measure

Linear foot.

1.6.2 Inclinometer Installation

1.6.2.1 Payment

Payment will be made for costs associated with the furnishing and installing automated in-place inclinometer sensors within the inclinometer casings and routing all conduits, troughs, and cables to the RMU.

1.6.2.2 Measurement

Inclinometer installation will be measured based upon and number of inclinometer sensors installed. No payment will be made for inclinometers which do not meet the acceptance criteria.

1.6.2.3 Unit of Measure

Each.

1.6.3 Vibrating Wire Piezometer Installation

1.6.3.1 Payment

Payment will be made for costs associated with preparing existing piezometer casings for automation by installing vibrating wire transducers within the existing casings to the bottom of the hole and routing all conduits, troughs, and cables to the RMU or associated RIO Cabinet, whichever applies.

1.6.3.2 Measurement

Wire installation will be measured based upon the number of vibrating wire transducers installed in the existing piezometer casings. No payment will be made for vibrating wire transducers which do not meet the acceptance criteria.

1.6.3.3 Unit of Measure

Each.

1.6.4 Pneumatic Piezometer Conversion

1.6.4.1 Payment

Payment will be made for costs associated with furnishing and installing the pressure converter transducer to convert the existing pneumatic piezometers to automated data collection and routing all conduits, troughs, and cables to the South Gallery RIO Cabinet.

1.6.4.2 Measurement

Pneumatic Piezometer conversion will be measured based upon the number of pressure converter transducers installed. No payment will be made for Pneumatic Piezometer Conversion which do not meet the acceptance criteria.

SECTION 01 20 00 Page 4

1.6.4.3 Unit of Measure

Each.

1.6.5 Automated Crack Meter Installation

1.6.5.1 Payment

Payment will be made for costs associated with coordinating final locations, furnishing and installing new crack meters and routing all conduit, troughs, and cables to the RMU or associated RIO Cabinet, whichever applies.

1.6.5.2 Measurement

Automated crack meter installation will be measured based upon the number of crack meters installed. No payment will be made for the automated crack meter installations which do not meet the acceptance criteria.

1.6.5.3 Unit of Measure

Each.

1.6.6 Anchor Vibrating Wire Load Cell Installation

1.6.6.1 Payment

Payment will be made for costs associated with furnishing and installing vibrating wire load cells on the anchors and routing all conduits, troughs, and cables to the RMU.

1.6.6.2 Measurement

Anchor Vibrating Wire Load Cell Installation will be measured based upon the number of vibrating wire load cells installed. No payment will be made for the Vibrating Wire Load Cell Installations which do not meet the acceptance criteria.

1.6.6.3 Unit of Measure

Each.

1.6.7 Anchor Electromagnetic Sensor Installation

1.6.7.1 Payment

Payment will be made for costs associated with furnishing and installing electromagnetic load sensors on the anchors and routing all cables to the

RMU.

1.6.7.2 Measurement

Anchor Electromagnetic Sensor Installation will be measured based upon the number of electromagnetic load sensors installed. No payment will be made for the Anchor Electromagnetic Sensor Installations which do not meet the acceptance criteria.

SECTION 01 20 00 Page 5

1.6.7.3 Unit of Measure

Each.

1.6.8 Electrical Panelboard Installation

1.6.8.1 Payment

Payment will be made for costs associated with furnishing and installing new electrical panelboards to replace existing panelboards in existing locations and routing all existing circuits/conduit to the new panelboards. Payment will be made for costs associated with furnishing and installing circuits/conduit to the RIO Cabinets and RMU.

1.6.8.2 Measurement

Electrical Panelboard Installation will be measured based upon the number of electrical panelboards installed. No payment will be made for the Electrical Panelboard Installation which do not meet the acceptance criteria.

1.6.8.3 Unit of Measure

Each.

1.6.9 RMU Installation

1.6.9.1 Payment

Payment will be made for costs associated with furnishing and installing the Remote Monitoring Unit (RMU) cabinet and associated radio and antenna equipment; terminating all new instrumentation and communications circuits at the RMU cabinet; programming the RMU datalogger; and establishing communications with the three Remote I/O (RIO) cabinets and the web-based data interface.

1.6.9.2 Measurement

RMU Installation will be deemed complete when all instrumentation data (local and RIO-based) are successfully polled by the datalogger and are demonstrated to be available in real-time using the web interface. No payment will be made for the RMU installation which does not meet the acceptance criteria.

1.6.9.3 Unit of Measure

Each.

1.6.10 RIO Cabinet Installation

1.6.10.1 Payment

Payment will be made for costs associated with furnishing and installing new Remote Input/Output (RIO) cabinets and associated radio and antenna equipment (where applicable); terminating all new instrumentation and communications circuits at the RIO cabinet; programming and configuring the RIO; and establishing communications and successful data transfer with the RMU. Payment will be made for costs associated with furnishing and installing communications circuits and conduits between each RIO Cabinets

SECTION 01 20 00 Page 6 and RMU.

1.6.10.2 Measurement

RIO Cabinet Installation will be measured based upon the number of RIO cabinets installed. No payment will be made for the RIO Cabinet Installation which does not meet the acceptance criteria.

1.6.10.3 Unit of Measure

Each.

1.6.11 Drilling in Concrete for Spillway Anchors

1.6.11.1 Payment

Payment will be made for costs associated with drilling in concrete for spillway anchors.

1.6.11.2 Measurement

Drilling in concrete will be measured for payment to the nearest foot, based upon the linear feet of hole actually drilled.

1.6.11.3 Unit of Measure

Linear foot.

1.6.12 Spillway Anchors

1.6.12.1 Payment

Payment will be made for costs associated with furnishing and installing Anchors. No payment will be made for anchors which do not meet the acceptance criteria.

1.6.12.2 Measurement

Anchors will be measured for payment to the nearest foot, based upon the linear feet of anchor actually installed below the bearing plate in accordance with the specifications.

1.6.12.3 Unit of Measure

Linear foot.

1.6.13 Performance Tests for Spillway Anchors

1.6.13.1 Payment

Payment will be made for costs associated with performing Performance Tests on anchors which are accepted.

1.6.13.2 Measurement

Performance Tests will be measured based upon the number of tests performed.

SECTION 01 20 00 Page 7

1.6.13.3 Unit of Measure

Each.

1.6.14 Watertightness Testing for Spillway Anchors

1.6.14.1 Payment

Payment will be made for costs associated with Watertightness Testing.

1.6.14.2 Measurement

Watertightness Testing will be measured for payment based upon the number of watertightness tests actually performed at the direction of the Contracting Officer and in accordance with the specifications or as otherwise required.

1.6.14.3 Unit of Measure

Each.

1.6.15 Regrouting Holes for Anchors

1.6.15.1 Payment

Payment will be made for costs associated with Regrouting Holes which fail watertightness testing.

1.6.15.2 Measurement

Regrouting Holes will be measured for payment based upon the number of 94-pound bags of cement grout or neat cement grout that were actually injected into the anchor hole as specified.

1.6.15.3 Unit of Measure

Bags of cement (94 lbs).

1.6.16 Redrill Grout Holes for Anchors

1.6.16.1 Payment

Payment will be made for costs associated with Redrill Grout Holes.

1.6.16.2 Measurement

Redrill Grout Holes will be measured for payment to the nearest foot, based upon the linear feet of hole actually drilled in grout in accordance with the specifications.

1.6.16.3 Unit of Measure

Linear foot.

SECTION 01 20 00 Page 8

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 20 00 Page 9

SECTION 01 20 00 Page 10

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 4: 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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

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

Submittals not having a "G" 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

View Location Map

Progress and Completion Pictures

SD-04 Samples

Color Boards ; G

1.3 COLOR BOARDS

Submit five sets of color boards within 90 calendar days after Contract Award. Each set of boards must include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings. Present the samples on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Design modules to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, submit samples not less than 12 inches square with the board.

If more space is needed, more than one board per set may be submitted.

Certify that the color samples have been reviewed in detail, and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples does not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

SECTION 01 30 00 Page 1

1.4 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.

1.5 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

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

1.6 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.

1.7 SUPERVISION

1.7.1 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.

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

The project manager must have a minimum of a bachelor’s degree from an Accreditation Board for Engineering and Technology (ABET) accredited engineering program at a college or university, Project Management Professional certification, and at least 10 years of experience as a Project Manager of projects similar in size and complexity.

SECTION 01 30 00 Page 2

1.7.2 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.

1.7.3 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.

1.7.4 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.

1.8 PRECONSTRUCTION CONFERENCE

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 Conference . The conference 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 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, 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 NAVFAC Red Zone Meetings beginning at approximately 75 percent of project

SECTION 01 30 00 Page 3 completion. Include the following in the facility Turnover effort:

1.9.1 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.

1.9.2 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 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 EXPORT LICENSES FOR OVERSEAS PROJECTS

Obtain individual export licenses and project export licenses required by the Department of Commerce regulations ( 15 CFR 772 and 15 CFR 773 ) so that no delays are experienced in shipping from the United States of America to a foreign country. For additional information, the Contractor may contact one of the U.S. and Foreign Commercial Service District Offices of the Department of Commerce which are located in almost every State.

1.11 WAIVER FOR WORKER'S COMPENSATION

In addition to FAR 52.228-4 Workers' Compensation and War-Hazard Insurance Overseas, the Secretary of Labor has granted a waiver. The waiver does not apply to employees who are hired in the United States, or who are residents, or citizens of the United States.

1.12 PARTNERING

Host the partnering session within 45 calendar days of contract award. To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the

SECTION 01 30 00 Page 4 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, USACE, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.12.1 Facilitated (Formal) Partnering

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

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

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

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

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

- not an employee of the Contractor. The Facilitator is responsible for leading all aspects of the Partnering session necessary to achieve the Partnering goal.

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

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

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

1.12.2 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

SECTION 01 30 00 Page 5 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.

1.13 MOBILIZATION

Contractor shall mobilize to the jobsite within 60 calendar days after contract award. 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.

SECTION 01 30 00 Page 6

SECTION 01 32 01.00 10

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 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 ; 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

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.

3.1.1 Scheduling Expectations Kickoff Meeting(SEKO)

In conjunction with the post award conference or pre construction conference 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. 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 Dam Commissioning Plan, Controls testing plan, test data, and reports: Develop the schedule logic associated with testing and commissioning ofinstrumentation to a level of detail consistent with the contract commissioning requirements. All tasks associated with testing and commissioning will be completed prior to submission of commissioning report and subsequent contract completion.

These activities may include but are not limited to: commissioning -functional performance 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 discuss during the SEKO meeting, noted in paragraph SCHEDULING EXPECTATIONS KICKOFF MEETING (SEKO).

h. Contractor's pre-final inspection.

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

j. Government's pre-final inspection.

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

l. 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.

SECTION 01 32 01.00 10 Page 4

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, 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 USACE).

SECTION 01 32 01.00 10 Page 5

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.

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

SECTION 01 32 01.00 10 Page 6 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…