Specs.pdf

W912WJ21x00xx

Replace Transformers A and B

Fox Point Hurricane Barrier, Providence, Rhode Island

Construction Solicitation and Specifications

December 2020

Replace Transformers A & B, Fox Pnt. Hurricane Barrier, Prov., RI

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 41 00 BIDDING SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 01 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 - CONCRETE

03 60 00 CONCRETE DEMOLITION, REPAIR OF CONCRETE SURFACES, AND

MINOR EQUIPMENT FOUNDATIONS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC RESTRAINT FOR MECHANICAL AND ELECTRICAL EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19 INSULATED WIRE AND CABLE

26 08 01 SYSTEMS TESTING AND COMMISSIONING

26 28 01 COORDINATED POWER SYSTEM PROTECTION

DIVISION 33 - UTILITIES

33 75 10 HIGH VOLTAGE GROUP-OPERATED PRIMARY SWITCHES

DIVISION 48 - ELECTRICAL POWER GENERATION

48 19 23 CLASS I POWER TRANSFORMERS

48 20 00 TRANSFORMER SHIPMENT, HAULING AND SITE ASSEMBLY

-- 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 PROJECT BACKGROUND

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Time of Year Restrictions on Work

1.2.2 Photographs

1.3 REFERENCES

1.4 SUBMITTALS

1.5 SUPERINTENDENCE BY THE CONTRACTOR

1.6 PROJECT/SITE CONDITIONS

1.6.1 Site Security

1.7 WORK SEQUENCE AND SCHEDULING

1.7.1 Hours of Operations

1.7.2 Work Sequence

1.7.3 Organization at the Site

1.7.3.1 General

1.7.3.2 Rate of Progress

1.8 CONTRACTOR'S USE OF FACILITIES AND HAULING ROUTES

1.9 CONTRACTOR USE OF PREMISES

1.9.1 Access to the Site and Storage/Staging Areas

1.9.2 Restrictions to Access and Work at the Site

1.9.2.1 Potential Flood Events

1.9.3 Temporary Facilities and Utilities, and Storage Areas

1.9.4 Work Limits

1.9.5 Protection and Security

1.9.6 Work By Other Contractors

1.9.7 Emergency Contacts

1.9.8 Damaged Property

1.9.9 Contractor's Receipt of Supplies

1.9.10 Daily Clean Up

1.9.11 Government Sanitary Facilities

1.10 ON-SITE PERMITS

1.10.1 Utility Outage Requests and Utility Connection Requests

1.10.2 Utility Cutovers

1.10.3 Pre-Outage Coordination Meeting

1.10.4 Utilities Not Shown

1.10.5 Welding Permits

1.11 QUALITY ASSURANCE

1.12 GENERAL SAFETY REQUIREMENTS

1.12.1 General

1.12.2 Contractor's Project Superintendent

1.13 ENVIRONMENTAL PROTECTION

1.14 PRECONSTRUCTION CONFERENCE

1.15 AS-BUILT DRAWINGS

1.15.1 Preparation of As-Built Drawings

1.16 RECORD DRAWINGS

1.16.1 Final Record Drawing Annotation

1.16.2 Preparation and Submission of Record Drawings

SECTION 01 11 00 Page 1

1.16.3 Record Drawing Re-Submission Requirements

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT BACKGROUND

The Fox Point Hurricane Barrier was constructed between 1960 and 1966 to protect the low-lying downtown area of the city of Providence from damaging storm surge and floods associated with hurricanes and other major storm events. Construction of the barrier was authorized in 1958 after two hurricanes, one in 1938 and one in 1954, caused significant damage and loss of life in Providence. The barrier spans the Providence River, and consists of five main parts: river gates, rock and earthen dikes along each shore, vehicular gates along each shore where roads pass through the dikes, a pumping station to control the flow of water, and canal gates at the west end of the barrier.

The two canal gates control water used to cool the nearby Manchester Street Power Station, which is operated by Dominion Resources. The canals extend through the pump station, and are controlled by two lift gates. During normal times, the gates are lifted above the canals, and rest in the gate wells contained within the pumping station. The gates are lowered during times of exceptionally high tides or storms in order to prevent storm surges from flooding downtown Providence.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

The general description below is given to indicate the approximate scope of this project only. It does not limit the work required under the project drawings and specifications.

The work to be performed under this contract consists of providing the labor, equipment, and materials to remove two existing three-phase Power Transformers A and B; provide two new transformers (A and B) and new connections to same; remove section of existing sheet metal bus enclosure between transformer and transition piece and replace with new. Refer to photo pages at the end of this specification for detail. Provide new 15 kV group-operated primary switches; provide new protection, control, and annunciation wiring and all the necessary auxiliary systems and ancillary equipment required to install the equipment at the Fox Point Hurricane Barrier to make it fully operational.

Removal of existing transformers and primary switches and installation of new transformers and primary switches shall be via a barge with a crane.

For power shut down, coordinate with National Grid. Work can only happen on one side, "A" or "B" at a time. Coordinate with the manufacturer of the switch for the exact mounting height of the new primary terminations in the new switch. Primary conduct heights are fixed and cannot be modified.

When the first side is complete and fully test and accepted by the government then work can commence on the other side.

The work includes electrical work and all other related work including, but

SECTION 01 11 00 Page 3 not limited to, the following:

a. Remove and dispose of two existing three-phase Power Transformers A and B, including PCB-containing oil, piping, cabling and conduit, equipment no longer to be used and the disconnection from the 15 kV primary feeds and high-voltage secondaries. Transformer oil is known to contain PCB's. An independent transformer testing report, dated March 29, 2010, indicates the PCB content to be 195 PPM.

b. Provide New 4.16 kV kV non-segregated bus feeders from existing

4.16 kV switchgear to transformers A & B.

c. Design and install new transformer foundation to allow the Contractor to place the transformers in the final location. Repair the existing concrete surfaces and provide the new steel channel foundations for the proposed transformers.

d. Provide two 15 kV primary switches and reconnect to the existing 15 kV feeders. Switches shall have primary voltage connections at the bottom. Primary feeder conductors are existing and cannot be extended.

Mounting height of primary connections in switch require field coordination.

e. Provide new, contractor-furnished accessories, wiring or cabling, conduit, and necessary ancillary components for the replacement, connection, commissioning, and operation of all Contractor-furnished and/or installed equipment. This includes but is not limited to protection, control, power, annunciation circuit wire, fuses, switches, and instrument transformers.

f. A coordinated power system protection analysis must be performed as part of this project. The analyses shall be prepared to demonstrate that the equipment selected and system constructed meet the contract requirements for ratings, coordination, and protection. They shall include a load flow analysis, a fault current analysis, and a protective device coordination study. Submit the study along with protective device equipment submittals (See Section 26 28 01 COORDINATED POWER SYSTEM PROTECTION). No time extensions or similar contact modifications will be granted for work arising out of the requirements for this study. Approval of protective devices proposed will be based on recommendations of this study. The Government shall not be held responsible for any changes to equipment, device ratings, settings, or additional labor for installation of equipment or devices ordered and/or procured prior to approval of the study. Refer to specifications for further details.

g. Provide all specified spare parts.

h. Furnish as-constructed drawings.

i. Perform field acceptance testing and commissioning in coordination with the specifications.

j. Any other work necessary to complete the project elements noted above, even if not expressly indicated on the contract drawings and specifications.

SECTION 01 11 00 Page 4

1.2.1 Time of Year Restrictions on Work

The Contractor shall not perform any of the work of this contract that requires the transformers being either removed or not fully functional between 1 June and 30 November, inclusive, of any year. Both Transformers A and B shall be available for use during hurricane season.

1.2.2 Photographs

Attached at the end of the specification document are photographs of the project site intended to show the conditions currently existing at the site. The Government does not guarantee that the conditions shown in the photographs will exist at the time of the performance of the work, and the Contractor is advised to make his own investigation of existing conditions.

1.3 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 (2014) Safety and Health Requirements Manual

ERDC/ITL TR-12-1 (2015) A/E/C Graphics Standard, Release 2.0

ERDC/ITL TR-12-6 (2015) A/E/C CAD Standard, Release 6.0

U.S. ARMY CORPS OF ENGINEERS (USACE)

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests; G, RO

Utility Connection Requests; G, RO

Welding Permits; G, RO

SD-07 Certificates

Request Application; G, RO

Request Application to work outside the hours of operation.

SD-11 Closeout Submittals

As-Built Drawings; G, DO

As-built drawings, which are paper mark-ups and scanned PDF's of

SECTION 01 11 00 Page 5 the paper mark-ups, showing all deviations which have been made from the contract drawings, shall be submitted to the Contracting Officer for approval at the completion of work. See Subpart AS-BUILT DRAWINGS for record keeping and submittal requirements.

Record Drawings; G, DO

Record drawings, which are CAD files showing all deviations which have been made from the contract drawings, shall be submitted to the Contracting Officer for approval at the completion of work. See Subpart RECORD DRAWINGS for record keeping and submittal requirements.

1.5 SUPERINTENDENCE BY THE CONTRACTOR

a. At all times during the performance of the contract and until the work is completed and accepted, the Contractor shall directly superintend the work and have on the worksite a competent project superintendent who is satisfactory to the Contracting Officer and has the authority to act for the Contractor.

b. The qualified superintendent, and competent alternate, shall be capable of reading, writing, and conversing fluently in the English language.

c. The project superintendent must have 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.

d. The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings.

e. The project superintendent shall maintain a physical presence at the site at all times and be responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.

f. 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 insure 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.

1.6 PROJECT/SITE CONDITIONS

1.6.1 Site Security

The Contractor shall report any vandalism, suspicious activities or devices

SECTION 01 11 00 Page 6 to the Contracing Officer or local police as soon as possible. The Contracting Officer will notify the Contractor of any heightened security measures and will expect vigilant monitoring of equipment, grounds and security fencing while working. At a heightened security posture, there may be work areas that are restricted. The Contracting Officer will notify the Contractor of these restricted areas, and work may be delayed or restricted or will be performed in these areas under the direct supervision of U.S. Army Corps of Engineers personnel.

1.7 WORK SEQUENCE AND SCHEDULING

1.7.1 Hours of Operations

Normal work hours are from 7:00 a.m. through 3:30 p.m., Monday through Friday. The Contractor will not be permitted to work on Saturday, Sunday or legal holidays unless otherwise authorized by the Contracting Officer.

The exclusion of work on Saturday, Sunday and legal holidays has been considered in computing the performance time of this contract. The following legal holidays are observed:

January 1st Third Monday in January Third Monday in February Last Monday of May July 4th 1st Monday of September 2nd Monday of October 11th of November Fourth Thursday of November 25th of December

When one of the above designated legal holidays falls on a Sunday, the following Monday will be observed as a legal holiday. When a legal holiday falls on a Saturday, the preceding Friday is observed as a holiday.

Work outside the normal hours of operation requires Contracting Officer approval. The request to work outside the hours of operation shall be made in writing to the Contracting Officer 10 calendar days prior to such work to allow arrangements to be made by the Government. The request application shall include specific dates, hours, location, type of work to be performed, contract number and project title, and names of all individuals who will be working outside the hours of operations. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.7.2 Work Sequence

There are certain essential criteria relative to the preparation of a work sequence and time schedule which the Contractor will be required to implement and follow during the prosecution of the work. Minor variations in the sequence of the items of work as specified may be made by the Contractor, provided such variations do not conflict with critical elements of the schedule. Proposed minor variations shall be noted on the progress charts submittal required by CONTRACT CLAUSE, entitled "SCHEDULES FOR CONSTRUCTION CONTRACTS". Variations shall be approved by the Contracting Officer prior to implementation.

SECTION 01 11 00 Page 7

1.7.3 Organization at the Site

1.7.3.1 General

The Contractor shall employ ample personnel and sufficient equipment to accomplish the work of this contract in the least amount of time, within the prosecution period specified in SPECIAL CONTRACT REQUIREMENTS, Clause

COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK (APR 1984) FAR 52.211-10.

1.7.3.2 Rate of Progress

Should the Contractor fail to maintain a satisfactory rate of progress in accordance with the Contractor's approved progress schedule, the Contracting Officer may require that additional personnel and equipment be placed on the work and weekend and overtime work be performed, in order that the work be brought up to schedule and maintained.

1.8 CONTRACTOR'S USE OF FACILITIES AND HAULING ROUTES

The Contractor shall be responsible for the following:

(1) Determining the trucking and hauling routes and associated restrictions to and from the work, to include the coordination for the use of such routes with local, State, and Federal authorities.

(2) Complying with all local, State, and Federal regulations and restrictions when using any facilities or hauling routes.

1.9 CONTRACTOR USE OF PREMISES

1.9.1 Access to the Site and Storage/Staging Areas

Access to the project site is available for construction traffic. The Contractor is responsible for maintaining access necessary for its equipment, material, and plant to and from the work area.

Access shall be from the Point Street entrance to the Manchester Street Power Station (Dominion Energy), through Dominion Energy's Power Station to the west side of the project. The Contractor shall sign in each day at the security office at the entrance to the power station. The speed limit on Dominion Energy's property is 9.5 miles per hour and is strictly enforced.

Exceeding this speed limit may result in denial of access to the site. The Contractor shall meet all deliveries of materials and equipment at the security office.

Access may also be through the pump station. Access through the pump station shall not interfere with any on-going operations or maintenance work.

Access to temporary facilities and storage/staging areas shall be as specified in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS.

1.9.2 Restrictions to Access and Work at the Site

1.9.2.1 Potential Flood Events

In the event that there is a potential flood event during the prosecution of the work and the Fox Point Barrier gates need to be closed, the

SECTION 01 11 00 Page 8

Contractor shall have equipment, labor, and materials available to remove all plant, temporary staging, and related items from the work area within 48 hours of notice by the Contracting Officer. Work outside of the limits of the stated "Hours of Operations" by the Contractor will be permitted for this emergency removal work. All equipment and materials shall be stored to not interfere with flood protection operations or normal operating requirements, as determined by the Contracting Officer

1.9.3 Temporary Facilities and Utilities, and Storage Areas

The Contractor shall conform to Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS regarding temporary facilities, temporary utilities, and storage areas. Confine all operations (including storage of materials) on Government premises to areas authorized or approved by the Contracting Officer. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

1.9.4 Work Limits

Work shall be restricted to the Federal Property associated with the Fox Point Hurricane Barrier, storage areas as indicated in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS, and as indicated by the Contracting Officer.

1.9.5 Protection and Security

a. Protection to Contractor personnel or their equipment cannot be provided at the worksite by the Government.

b. The Contractor shall protect all its personnel, Government personnel, and the general public from injury.

c. The Contractor shall conduct all its work so as to prevent injury or unsafe conditions during construction.

1.9.6 Work By Other Contractors

During the performance period of this contract, the Contractor shall coordinate his construction activities with Contractor's performing other ongoing work at the project site. In case of dispute regarding work operations or the use of work areas, resolution will be by the Contracting Officer and his decision shall be final.

1.9.7 Emergency Contacts

The Contractor shall provide a list of emergency contacts for use in the event of an emergency. The list shall include the contact names, addresses, and telephone numbers. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.9.8 Damaged Property

Work shall proceed in a manner which will minimize disturbance or risk of damage to structures and surrounding lands. The Contractor shall repair such items damaged in the course of carrying out the work at no additional cost to the Government. All repairs shall match similar existing items in all aspects. All replacements shall be in kind.

SECTION 01 11 00 Page 9

1.9.9 Contractor's Receipt of Supplies

The Contractor shall be responsible for all arrangements for the receipt of materials and supplies at the job site. Government personnel are not permitted to receive or sign for items delivered to the site.

1.9.10 Daily Clean Up

The Contractor shall at all times keep rubbish from entering surrounding lands and water. Rubbish accumulated at the temporary facilities shall be removed from the premises daily.

1.9.11 Government Sanitary Facilities

The Contractor's personnel may use the existing single bathroom facility within the pump station. Temporary restroom facilities provided by the Contractor are not required.

1.10 ON-SITE PERMITS

1.10.1 Utility Outage Requests and Utility Connection Requests

a. Work shall be scheduled to hold outages to a minimum.

b. Planned utility outages and connections required during the prosecution of work that affect existing systems, such as HVAC, mechanical, or electrical shall be arranged for at the convenience of the Government and may have to be scheduled outside the regular working hours or on weekends.

c. Interruptions shall be defined as any Contractor operation that interferes with access through, or use of facilities or areas including utilities, Energy Monitoring and Control Systems (EMCS), parking lots, generators, or roads.

d. The Contracting Officer may permit utility outages at his discretion.

e. The Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

f. Request for planned utility outages and interruptions shall be submitted in writing at least 15 working days in advance of the date desired and includes at least one alternate date. Services shall not be interrupted until receipt of approval of proposed hours and dates are received from the Contracting Officer. The request shall include the following information: Location(s) of outages and interruption(s), hours and dates of interruption(s), and which facilities, utilities and services are affected. Contractor is cautioned that outages and/or interruptions may not be granted on the date(s) requested.

g. Contractor shall notify the Contracting Officer at least 7 calendar days in advance of any cancellation of any scheduled interruption.

1.10.2 Utility Cutovers

a. Ensure that new utility lines are complete, except for the final connection, before interrupting existing utility service(s).

SECTION 01 11 00 Page 10

b. Make utility cutovers during hours that will cause least impact to daily operations of the Installation. Conform to procedures required in Subpart "Work Outside Normal Hours of Operations".

c. A strict time limit on utility cutovers may be required.

d. Interruption to telephone service, electric service, and fire alarm shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours". Such interruption shall have a time limit.

e. All utility tie-ins performed by the Contractor shall be performed in the presence of the Contracting Officer.

1.10.3 Pre-Outage Coordination Meeting

Once the request for a planned utility outage and interruption is approved, and prior to beginning work on the utility system requiring shut down, attend a pre-outage coordination meeting with the Contracting Officer to review the scope of work and the lock-out/tag-out procedures for worker protection. No work will be performed on energized electrical circuits unless proof is provided that no other means exist.

1.10.4 Utilities Not Shown

If the Contractor encounters, within the construction limits of the project, utilities not shown on the drawings and not visible as to the date of this contract and such utilities will interfere with construction operations, the Contractor shall immediately notify the Contracting Officer in writing to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, the Contractor shall be entitled to equitable adjustment for any additional pertinent work or delay.

1.10.5 Welding Permits

Permits to perform welding work shall be requested 14 days prior to the work and shall be posted at a conspicuous location in the construction area.

1.11 QUALITY ASSURANCE

a. All items of work not addressed in the contract documents shall be completed in strict accordance with the manufacturers’ specifications.

b. The Government is not obligated to inspect the Contractor’s work, or to protect the Contractor from the consequences of its work. Government inspections are a general examination of the Contractor’s conduct and workmanship and are solely for the purpose of the Government.

Government-designated Quality Assurance Representatives (QARs) do not have the authority to accept work, nor is a Government inspection to be construed as conclusive.

c. Government agents including QARs and project engineers are not authorized to change the contract without the written approval of the Contracting Officer; this lack of authority extends to all situations in which the action of these agents could be construed as constituting a change.

d. The quality of workmanship is subject to audit by Government or Government-designated QARs at any time during the contract. The Contractor

SECTION 01 11 00 Page 11 shall cooperate fully and provide all information necessary for this audit.

e. The Contractor shall submit all requests for changes in writing to the Contracting Officer. Do not proceed with changes without possession of written authorization of the Contracting Officer.

f. The Contractor shall not conceal any work unless the Contracting Officer has approved all items of work which are to be concealed. The Contractor shall notify the Contracting Officer of its intention to conceal work at least 24 hours in advance of concealment.

1.12 GENERAL SAFETY REQUIREMENTS

1.12.1 General

The Contractor shall take all necessary precautions in observing safety regulations in accordance with Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, and shall assume the responsibility to guard against causing of fires and/or explosions and to protect Government property. The Contractor shall perform the work in a manner consistent with security and with fire safety regulations especially with regards to ingress and egress. Temporary closures shall not compromise life safety, security or fire safety.

1.12.2 Contractor's Project Superintendent

The Contractor's project superintendent shall take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis, tool box meetings, walk-through inspections, correction of violations, etc., and including that of any subcontractor's work.

1.13 ENVIRONMENTAL PROTECTION

To provide for control of all environmental pollution arising from construction activities, the Contractor and its subcontractors, in the performance of this contract, shall comply with Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, and all applicable federal, state, and local laws and regulations concerning environmental protection pollution control and abatement.

1.14 PRECONSTRUCTION CONFERENCE

The Contracting Officer will conduct a preconstruction conference with key Contractor personnel. The purpose of the conference is to review contract requirements and to establish a working relationship between the Contractor's Staff and the U.S. Army Corps of Engineers personnel who will be closely associated with the project. During the conference, the Contracting Officer will inform the Contractor concerning Job Safety, Quality Control, Labor Relations, and Environmental Protection. The Contractor's Superintendent, Quality Control Representative, and Site Safety and Health Officer (SSHO) shall attend this conference.

1.15 AS-BUILT DRAWINGS

Maintain at the jobsite one set of paper full-size contract drawings marked to show all deviations that have been made from the contract drawings, including buried or concealed construction and utility features revealed during the course of construction. Record the horizontal and vertical location of all buried utilities that differ from the contract drawings.

SECTION 01 11 00 Page 12

These drawings shall be available for review by the Contracting Officer at all times. Upon completion of the work, submit the original marked set of prints to the Contracting Officer for approval. Also, provide PDFs of the current working redlines and/or markups complying with the as-built drawings and markup requirements. Requests for partial payments will not be approved if the marked prints and PDF files are not current, and request for final payment will not be approved until the marked prints and PDF files are submitted to and approved by the Contracting Officer.

1.15.1 Preparation of As-Built Drawings

The entries shall be made in the jobsite set of prints at the time field changes are made, pertinent information collected, or need for corrections established, as a continuing process during the life of the contract. As revised drawings are issued by the Contracting Officer, revised prints shall be introduced into the set to replace the superseded drawings and all applicable notations previously made on the superseded drawings transferred to the current prints. Carefully prepared sketches, not less than 8-1/2" x 11", may be used to depict changes or added information in lieu of notations on the actual prints. Staple sketches to the prints affected by the change. All plan views, sections, elevations, profiles, diagrams, details, or schedules affected by a change shall be marked up as required to reflect the change. All notations or changes made on the prints shall be in sufficient detail to clearly depict the change. Colored pens or pencils shall be used to make notations on the record prints as follows:

Red pen or pencil shall be employed to indicate added or corrected work or information.

Green pen or pencil shall be used to show the deleted or incorrectly depicted work or information.

Blue or black pen or pencil shall be used to show information not to be recorded on the drawings but included on the marked-up prints for explanatory or clarification purposes for the benefit of the Contracting Officer.

1.16 RECORD DRAWINGS

The record drawings are the final compilation of actual conditions reflected in the as-built drawings. The record drawings are CAD files produced from the source drawing files and marked-up as-built drawings.

The Contractor shall request the full set of electronic drawings, in the source CAD format, for Record Drawing preparation, after award and at least 30 days prior to required use. The Government will provide one set of "as-designed" electronic CAD files in AutoCAD Version 2019. The CAD files are provided to enable preparation of record drawings. If discrepancies exist between the CAD files and the contract PDF drawings, correct the CAD files to show the contract PDF drawings. The Government has no responsibility to modify any GFM due to changes in the design that occur after award.

The Contractor shall prepare the CAD drawing files in AutoCAD Version 2019 or later format.

If additional drawings are required, prepare them using the specified electronic file format applying the same graphic standards specified for original drawings, ERDC/ITL TR-12-6 and ERDC/ITL TR-12-1. The title block

SECTION 01 11 00 Page 13 and drawing border to be used for any new final record drawings must be identical to that used on the contract drawings.

If a sheet needs to be added between two sequential sheets, append a Supplemental Drawing Designator in accordance with ERDC/ITL TR-12-6, "Adding a Drawing Sheet", and ERDC/ITL TR-12-1, "Adding or Deleting Drawing Sheets and Index Sheet Procedures".

Provide electronic PDF files of all CAD contract drawings sheets associated with the record drawing submittal. Compile and organize the PDF set to match the contract drawings.

1.16.1 Final Record Drawing Annotation

When final revisions have been completed, show the wording "RECORD DRAWING AS-BUILTS" followed by the name of the Contractor in letters at least 3/16 inch high on the cover sheet drawing. Show the wording "RECORD DRAWING AS-BUILTS" in the revision block of each drawing.

1.16.2 Preparation and Submission of Record Drawings

Within 30 days after Government approval of all of the working as-built drawings, prepare the final CAD record drawings and submit CAD and PDF drawing files. Also submit all external references (x-refs), plot style files, and all other required CAD resource files. The Government will promptly return one set of prints annotated with any necessary corrections. Within 7 calendar days revise the CAD files accordingly at no additional cost and submit one set of final CAD files and PDF files to the Government. Drawing files and storage media submitted will become the property of the Government upon final approval. Failure to submit final record drawings as specified will be cause for withholding any payment due under this contract. Approval and acceptance of final record drawings must be accomplished before final payment is made.

1.16.3 Record Drawing Re-Submission Requirements

If elements of a record drawing submittal are rejected, provide the following for each re-submission, in addition to any information required in Section 01 33 00 SUBMITTAL PROCEDURES:

A. Re-submit all CAD components, including updated content in response to Government comments.

B. Provide a copy of all Government review comments.

C. Provide a disposition/response to each Government review comment for a back-check of the re-submission deliverable.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 11 00 Page 14

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEM

1.2 BIDDING SCHEDULE - PAYMENT ITEM

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEM

The payment item for the work of this contract for which contract job payments will be made is listed in the BIDDING SCHEDULE and described below. The job price and payment made for the item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2 BIDDING SCHEDULE - PAYMENT ITEM

a. Item Number 0001, "All Work".

All costs for labor, equipment, and materials for all work of this project, as shown on the contract drawings and in accordance with the specifications.

Unit of Measure: Job.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 MINIMUM INSURANCE REQUIREMENTS

1.2 SUPERVISION

1.3 PRECONSTRUCTION CONFERENCE

1.4 PARTNERING

1.4.1 Informal Partnering

1.5 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 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.

1.2 SUPERVISION

See Section 01 11 00 SUMMARY OF WORK, Subpart SUPERINTENDENCE BY THE

CONTRACTOR.

1.3 PRECONSTRUCTION CONFERENCE

See Section 01 11 00 SUMMARY OF WORK, Subpart PRECONSTRUCTION CONFERENCE.

1.4 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.4.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the Resident Engineer office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than three to six month intervals.

1.5 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, SECTION 01 30 00 Page 2 and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 3

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

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 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 Tasks

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 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

SECTION 01 32 01 Page 1

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 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 Data CD/DVDs

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 Schedule Log

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 Banding

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 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 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

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01 Page 2

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation 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, RO

Preliminary Project Schedule; G, RO

Initial Project Schedule; G, RO

Periodic Schedule Update; G, RO

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 authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01 Page 3

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 intends to use Primavera P6.

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.

2.1.2.2 Other Than Primavera

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

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

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

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

3.2 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.

SECTION 01 32 01 Page 4

3.2.1 Activity Cost Loading

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

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.

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.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include 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 Tasks

Include the following activities/tasks in the initial project schedule and all updates, as appropriate to the work of the project.

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

b. Submission, review and acceptance of features require design completion

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

d. Long procurement activities

SECTION 01 32 01 Page 5

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

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

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

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning 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 all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

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

t. Government's pre-final inspection.

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

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to:…