W912P523R0004_TSpecs_OLD Intake Crane Replacement_RTA_13JUN23.pdf

Solicitation No. W912P523R0004

US Army Corps Of Engineers Nashville District

Intake And Spillway Crane Replacement

Old Hickory Dam Cumberland River Sumner County, Tennessee

Technical Specifications - Ready to Advertise (RTA) Certified Final

June 2023

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FOR DUPLEX PRINTING

Intake and Spillway Crane Replacement Old Hickory Dam W912P523R0004 RTA Hendersonville, TN

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 50 PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 95 00 FORMS AND ATTACHMENTS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DECONSTRUCTION

02 41 16.00 26 EXISTING CRANE DEMOLITION ACTIVITIES

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

DI VI SI ON 03 - CONCRETE

03 60 00.01 26 CONCRETE DEMOLITION, REPAIR OF CONCRETE SURFACES, AND

MINOR EQUIPMENT FOUNDATIONS

DI VI SI ON 05 - METALS

05 05 23.17 26 STEEL WELDING AND FABRICATION

05 50 04.00 26 METALS: MATERIALS, PRODUCTS, AND MISCELLANEOUS ITEMS

DI VI SI ON 09 - FI NI SHES

09 97 02.10 26 PAINTING: STEEL STRUCTURES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 00.00 26 SEISMIC RESTRAINT FOR MECHANICAL AND ELECTRICAL EQUIPMENT

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.00 26 CYBERSECURITY - CRANE CONTROL SYSTEMS WITH NO EXTERNAL

NETWORK CONNECTION

DI VI SI ON 26 - ELECTRI CAL

26 05 00.01 26 BASIC ELECTRICAL MATERIALS AND METHODS FOR CRANES

26 32 15.00 26 GAS GENERATOR SET

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

41 22 13.71 26 NEW INTAKE GANTRY CRANE DATA, TESTING AND TRAINING

41 22 13.72 26 NEW INTAKE GANTRY CRANE MECHANICAL AND STRUCTURAL WORK

41 22 13.73 26 STRUCTURAL CRANE APPURTENANCES

PROJECT TABLE OF CONTENTS Page 1

41 22 13.74 26 NEW INTAKE GANTRY CRANE ELECTRICAL WORK

41 22 13.75 26 NEW LIFTING BEAM

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

1.2 LOCATION AND ACCESS

1.2.1 Location

1.3 REFERENCES

1.4 SUBMITTALS

1.5 MEETINGS

1.5.1 Preconstruction Coordination Conference

1.5.2 Coordination Conferences

1.5.3 Partnering

1.5.4 Quality Control Mutual Understanding Meeting

1.5.5 Environmental Mutual Understanding Meeting

1.5.6 Safety Mutual Understanding Meeting

1.5.7 Schedule Expectations Kickoff Meeting (SEKO)

1.5.8 Supervisor Safety Meeting/Walk

1.5.9 Periodic Schedule Update

1.5.10 Weekly Progress Meeting

1.6 PROJECT SIGNS

1.6.1 General

1.6.2 Materials

1.6.3 Painting

1.6.4 Erection and Maintenance

1.7 WORKING HOURS

1.7.1 2023 Federal Holidays

1.7.2 2024 Federal Holidays

1.8 CONSTRUCTION SEQUENCING

1.9 PERMITS AND LICENSES

1.10 SAFETY REQUIREMENTS

1.11 NON-COMPLIANCE OF SAFETY AND SECURITY REQUIREMENTS

1.12 PROTECTION OF EXISTING WORK AND DAMAGE REPORTS

1.13 CONTRACTOR'S STAGING AREA

1.13.1 STORAGE OF EQUIPMENT AND MATERIALS

1.13.2 Floating Debris

1.14 QUARRY

1.15 DAILY CLEANUP AND DISPOSAL

1.16 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.17 EVALUATION OF CONTRACTOR PERFORMANCE

1.18 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.19 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

SECTION 01 00 00 Page 1

3.1.1 Contractor Responsibilities

3.1.2 Interruptions of Utilities

-- End of Section Table of Contents --

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

This section comprises an explanation of the general contract requirements needed to accomplish the work. All work specified herein must be accomplished in accordance with the procedures prescribed in the specifications and drawings.

1.2 LOCATION AND ACCESS

1.2.1 Location

Old Hickory Power House 10 Power Plant Rd, Hendersonville, TN 37075

1.3 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ECB 2020-1 (2020) USACE Construction Project Signs and Use of the Army Star

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

EP 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2, Appendices

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Sequence; G

SECTION 01 00 00 Page 3

1.5 MEETINGS

1.5.1 Preconstruction Coordination Conference

After award of the contract but prior to commencement of any work at the site, the Contractor shall meet with the Contracting Officer at a Preconstruction Coordination Conference. The purpose of the conference is to acquaint the Contractor with the United States Army Corps of Engineers administrative policy, to give emphasis to certain contract requirements considered unique or distinctive and to introduce personnel who will be representing the Contractor and the USACE Resident Office. The Preconstruction Conference attempts to address significant elements of administrating the contract in sufficient detail to permit all parties to fully understand what is expected of them; to reach an understanding of the scope and conditions of the work; and to outline the authorities of all personnel involved in the work. It is also established at this meeting that the Government personnel will be fair but firm and in strict accordance with contract provisions in all dealings with the Contractor. A comprehensive conference does much to minimize many misunderstandings that might otherwise subsequently occur and facilitates the performance of the work. Major subcontractors who will engage in the work shall also attend.

The Government will set the date and location for the Preconstruction Conference, establish the agenda, and provide meeting minutes. The Contractor should expect the Preconstruction Conference to take no less than 4 hours and no more than 8 hours.

1.5.2 Coordination Conferences

Routine coordination conferences will be scheduled by the Contracting Officer throughout the life of this project. Coordination conferences will be held to discuss contract administration, Contractor quality control, phasing, scheduling, and other aspects relating to this construction. The Corps of Engineers and the Contractor will be represented at each of these meetings. Coordination conferences will be scheduled to occur when notified by the Contracting Officer.

1.5.3 Partnering

In order to most effectively accomplish this contract, the Government urges the contractor to join the Government in establishing a cohesive and professional project management team. Through this "partnering" relationship both entities would strive to draw on the strengths of each organization for the ultimate goal of assuring that the project's intended results of finishing on time and within budget are achieved utilizing a risk management approach. This endeavor seeks an environment that nurtures team building, cooperation, and trust between the Government and the Contractor. The partnering relationship would be bilateral in make-up, and participation will be totally voluntary.

1.5.4 Quality Control Mutual Understanding Meeting

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer and discuss the Contractor's quality control system.

Submit the CQC Plan prior to the Mutual Understanding Meeting. During the meeting, a mutual understanding of the system details must be developed, including the forms for recording the CQC operations, definable features of work, 3 phase inspection requirements submittal procedures, control activities, testing, administration of the system for both onsite and

SECTION 01 00 00 Page 4 offsite work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the Contracting Officer and will become a part of the contract file. There may be occasions when subsequent meetings will be called by either party to reconfirm mutual understandings or address deficiencies in the CQC system or procedures which may require corrective action by the Contractor.

1.5.5 Environmental Mutual Understanding Meeting

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the Environmental Protection Plan (EPP), meet with the Contracting Officer and discuss the details of the Contractor's environmental protection. Submit the Environmental Protection Plan prior to the Mutual Understanding Meeting. During the meeting, a mutual understanding relative to the details of environmental protection, including measures for protecting natural and cultural resources, required reports, required permits, permit requirements (such as mitigation measures), and other measures to be taken. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the Contracting Officer and will become a part of the contract file. There may be occasions when subsequent meetings will be called by either party to reconfirm mutual understandings or address deficiencies in the EPP system or procedures which may require corrective action by the Contractor.

1.5.6 Safety Mutual Understanding Meeting

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the Accident Prevention Plan (APP), meet with the Contracting Officer and discuss the Contractor's safety program. Submit the APP prior to the Mutual Understanding Meeting.

During the meeting, a mutual understanding of the safety program details must be developed, including incorporated plans, programs, program management, anticipated AHAs that will be developed and implemented during the performance, additional safety meeting requirements, PPE, mishap reporting, and additional contract requirements considered unique. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the Contracting Officer and will become a part of the contract file. There may be occasions when subsequent meetings will be called by either party to reconfirm mutual understandings or address deficiencies in the safety program or procedures which can require corrective action by the Contractor.

1.5.7 Schedule Expectations Kickoff Meeting (SEKO)

Attend a kickoff meeting with the Government. This meeting will cover the schedule specification requirements to ensure correct development of schedule submittals by the Contractor. The Government intends to conduct the SEKO within 7 days after issuing NTP. The COR may provide the contractor with schedule (P6) layouts, templates, and settings to help the contractor develop an acceptable schedule.

1.5.8 Supervisor Safety Meeting/Walk

A successful safety program has top-down support to include site supervision. Conduct a monthly safety site walk to review ongoing activities, document any issues and correct on the spot if possible.

Conduct meetings/walks at least once a month for all supervisors at the project location. The SSHO, supervisors, foremen, or CDSOs along with

SECTION 01 00 00 Page 5 appropriate Government personnel will attend. The Contractor will document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting.

Any concerns identified during the safety meeting/walk will be followed up on in the following week and discussed at the weekly progress meeting until corrected. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the Contracting Officer of all scheduled meetings 7 calendar days in advance. Please reference 01 35 26 specifications for additional requirements.

1.5.9 Periodic Schedule Update

Conduct periodic schedule update meetings for the purpose of reviewing the proposed Periodic Schedule Update, Narrative Report, Schedule Reports, and progress payment. Conduct meetings at least monthly within five days of the proposed schedule data date. Reference 01 32 01 specifications for additional requirements.

1.5.10 Weekly Progress Meeting

After receiving notice-to-proceed, the Contractor shall establish a schedule for weekly progress meetings. The purpose of the weekly progress meeting is for the Contractor to: 1) Communicate information relevant to the current status of the project's progress; 2) Communicate risks which may impact near term progress; 3) Identify upcoming activities and necessary actions which precede those activities; 4) Relay relevant personnel information; Go over status of pending modifications, pay requests, RFI's, submittals, deficiencies, and other administrative matters. This list is not all inclusive and should be expanded as deemed appropriate by the Contracting Officer and the Contractor.

The Contractor shall host the weekly progress meeting on the same day of the week for the duration of the project. The day of the week and time of the meeting shall be approved by the Contracting Officer. The meeting shall be held on-site in a location that provides adequate seating for the Contractor's attendees and the Government's attendees.

The Contractor is responsible for preparing the agenda for the weekly progress meeting. The agenda must be updated as the project progresses so that it remains relevant to the status of the project. The Contractor shall provide the agenda to the Contracting Officer on a weekly basis at least 4 hours prior to the start of the meeting.

The Contractor is responsible for recording meeting minutes at every weekly progress meeting. The meeting minutes shall be provided via e-mail to the Government for review no more than 24 hours after completion of the meeting. The Government may respond with corrections to the meeting minutes, and the Contractor shall provide a final copy no more than 24 hours after receiving Government comments or concurrence. Final meeting minutes will be attached to the QC daily report corresponding to the day the meeting takes place.

1.6 PROJECT SIGNS

1.6.1 General

Furnish and erect, within 15 days after issuance of the Notice to Proceed, a PROJECT IDENTIFICATION SIGN and a SAFETY PERFORMANCE SIGN at the location directed by the Contracting Officer. Letter signs on one side

SECTION 01 00 00 Page 6 only and conform to EP 310-1-6a (Section 16), EP 310-1-6b , ECB 2020-1 , and to the details and colors shown on the sketches attached at the end of Section 01 95 00 FORMS AND ATTACHMENTS. Name the project as follows:

Old Hickory Intake Crane Replacement

1.6.2 Materials

Construct the sign with a face sheet of 3/4 inch exterior grade plywood mounted on a substantial framework of treated 4-inch by 4-inch material.

Screws must be commercial quality and of sizes shown.

1.6.3 Painting

Apply one prime coat and two finish coats of exterior oil paint to signs and post before lettering. Apply letters and trim to one side only using one coat of enamel of color, style, and size shown.

1.6.4 Erection and Maintenance

Erect signs at the locations designated by the Contracting Officer. Signs must be plumb and backfill of post holes must be well tamped to properly support the signs throughout the life of the contract. Maintain signs in good condition until completion of the contract. Remove signs from the site upon final acceptance of the contract work.

1.7 WORKING HOURS

Normal working hours are Monday through Thursday 6:30 AM to 3:00 PM local time. Work must be scheduled around federal holidays. Any exceptions must be approved by the COR. Submit requests to change work hours at least 14 calendar days in advance of need.

1.7.1 2023 Federal Holidays

Do not schedule work on Federal holidays

a. 2023 Federal Holiday Schedule

Date Holiday Monday, January 2* New Year's Day Monday, January 16 MLK Day Monday, February 20** Washington's Birthday Monday, May 29 Memorial Day Monday, June 19 Juneteenth National Independence Day Tuesday, July 4 Independence Day Monday, September 4 Labor Day Monday, October 9 Columbus Day Friday, November 10*** Veterans Day Thursday, November 23 Thanksgiving Day Monday, December 25 Christmas Day

*January 1, 2023 (the legal Federal holiday for New Years Day), falls on a Sunday, Monday January 2, will be treated as a Federal holiday.

**This holiday is designated as "Washington's Birthday" in section 6103(a) of title 5 of the United States Code, which is the law that specifies holidays for Federal employees. Though other institutions such as state and local governments and private businesses may use other names, it is

SECTION 01 00 00 Page 7 our policy to always refer to holidays by the names designated in the law.

***November 11, 2023 (the legal Federal holiday for Veterans Day), falls on a Saturday, Friday November 10, will be treated as a Federal holiday.

1.7.2 2024 Federal Holidays

Do not schedule work on Federal holidays

a. 2024 Federal Holiday Schedule

Date Holiday Monday, January 1 New Year's Day Monday, January 15 MLK Day Monday, February 19* Washington's Birthday Monday, May 27 Memorial Day Wednesday, June 19 Juneteenth National Independence Day Thursday, July 4 Independence Day Monday, September 2 Labor Day Monday, October 14 Columbus Day Monday, November 11 Veterans Day Thursday, November 28 Thanksgiving Day Wednesday, December 25 Christmas Day

*This holiday is designated as "Washington's Birthday" in section 6103(a) of title 5 of the United States Code, which is the law that specifies holidays for Federal employees. Though other institutions such as state and local governments and private businesses may use other names, it is our policy to always refer to holidays by the names designated in the law.

1.8 CONSTRUCTION SEQUENCING

Submit the construction sequence for approval of the replacement of the intake crane must not interfere with powerhouse operation or emergency closure of spillway gates. Contractor must coordinate with Contracting Officer to ensure any temporary outages does not in anyway interfere with plant operations or other contracts operating in area. Work on the Turbine-Generator Rehab will have priority over this project. Provide unit and spillway outages for work utilizing floating plants. If more than one generator outage or two spillway gate outages are required then provide calculations showing the required outages to allow for a safe working site for COR consideration. Sequence to include the final commissioning and approval of the new crane prior to replacement of existing lifting lugs on bulkhead or head gates. Indicate contingencies if intake gates are in use by another contractor when the new crane becomes operational. Ensure there is sufficient space for the existing crane to reach the northern most head gate slot with the new crane in place. If there is not enough space then notify the COR.

1.9 PERMITS AND LICENSES

The Contractor must, at his/her own expense, obtain any licenses, permits or bonding required to perform the contract. The Contractor must comply with current federal, state, and local laws and regulations and must comply with any subsequent changes.

1.10 SAFETY REQUIREMENTS

The Contractor must comply with all applicable provisions of EM 385-1-1

SECTION 01 00 00 Page 8

Safety and Health Requirements Manual and Section 01 35 26 GOVERNMENTAL

SAFETY REQUIREMENTS.

1.11 NON-COMPLIANCE OF SAFETY AND SECURITY REQUIREMENTS

If the Contractor fails or refuses to promptly comply with the safety and security requirements, the COR may issue an order stopping all or part of the work until satisfactory corrective action has been taken. Time lost due to any such stoppage is not subject to claim for extension of time or for excess costs or damages to the Contractor. The Contractor will not be paid for work not performed as a result of the stop order. Work must not resume until the Contractor provides evidence to the COR that he/she has complied or will comply with appropriate safety and security regulations.

1.12 PROTECTION OF EXISTING WORK AND DAMAGE REPORTS

In all instances when Government property and/or equipment is damaged by the Contractor's employees or any contract employees, the Contractor must immediately suspend all work, and notify the COR. A full written report of the incident including the extent of damage must be submitted to the COR for evaluation within two business days of occurrence. The Contractor must wait for a Notification to Proceed from the COR before resuming any work activities.

1.13 CONTRACTOR'S STAGING AREA

The Contractor will be assigned an area within or near the project site for use as a staging area. The building of structures, the erection of tents or other forms of protection will be permitted only at such places as the Government shall approve, and the sanitary conditions of the grounds in or about such structures must at all times be maintained in a satisfactory manner. Temporary Contractor facilities provided during Construction must be removed prior to final acceptance from the Government. As a minimum the area must be left looking "broom clean" and at least as clean as before the structure placement.

1.13.1 STORAGE OF EQUIPMENT AND MATERIALS

Storage of equipment and materials will be permitted only in designated staging areas.

1.13.2 Floating Debris

The approved areas for the floating plant, as seen on G-101, are subject to congestion from large amounts of floating debris. Individual items contained within the debris can range from miscellaneous trash to car tires, large tree trunks, dead wildlife, or many other types of floating trash. It may necessary for the contractor to regularly and repeatedly move debris in order to achieve and maintain adequate and safe access to the work areas. Efforts to manage debris will considered incidental to all other work.

1.14 QUARRY

There is a quarry across the river that conducts blasting once or twice per week. These blasts can be heard and felt in the powerhouse. Use caution and coordinate with the quarry when dealing with top heavy objects or other delicate/sensitive matters.

SECTION 01 00 00 Page 9

1.15 DAILY CLEANUP AND DISPOSAL

Work areas must be kept reasonably neat on a daily basis. Debris resulting from the work, such as empty paint cans, packing cases, scrap lumber, oil and grease spills, and other debris must be collected, removed, and disposed of off-site at least once per week. Government trash cans, dump boxes and other containers shall not be used. Liquid waste must not be disposed of in existing drains.

1.16 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Existing facilities must be protected whether or not shown on the drawings. Upon completion of the work, existing facilities, not included as a portion of the work, shall be left in a condition equal to the original condition prior to the contract. Costs for repair and restoration of any facilities must be considered to be incidental to and included in the contract price.

The contractor must erect the new crane in the area identified in the plans for new crane assembly. While erecting the new crane, the contractor can anchor into the dam concrete or intake deck concrete as needed to support temporary infrastructure. However, at no time shall any means or methods utilized by the contractor prevent the government from fully accessing the Unit 1 gate slots with the existing intake crane.

Further, any alterations to the dam or intake deck concrete must be returned to pre-construction conditions prior to demobilization. Also, any holes or anchors placed in the dam or intake deck concrete must be filled with non-shrink grout and sealed with an acceptable water proof sealant prior to demobilization.

1.17 EVALUATION OF CONTRACTOR PERFORMANCE

The Contractor's performance will be evaluated in accordance with FAR Part

42.15 in the areas of quality, schedule, cost control, management, utilization of small businesses, and regulatory compliance at minimum.

The evaluation will include a written narrative and rating of either exceptional, very good, satisfactory, marginal, or unsatisfactory for each. The format for the evaluation is attached at the end of Section

01 95 00 FORMS AND ATTACHMENTS.

The Contractor's review of the evaluation shall be completed electronically at the CPARS, http://www.cpars.gov . This website also includes guidance and the user's manual.

Upon contract award, the Contractor shall provide the Contracting Officer with the name and e-mail address of the Contractor's Representative to be registered into the system. Following initial completion by the Government, the Contractor will have sixty (60) calendar days to review, comment, and return the evaluation.

1.18 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing

SECTION 01 00 00 Page 10 under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

a. Veterans’ Employment and Training Service (VETS):

http://www.dol.gov/vets/

b. Federal Veteran Employment Information: www.fedshirevets.gov

c. Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/

d. Hiring Our Heroes: www.uschamberfoundation.org/hiring-our-heroes

1.19 MEASUREMENT AND PAYMENT

No separate payment will be made for the work covered under this section.

The costs thereof shall be included in the item to which the work pertains. Payment for the work required under this contract will be made as listed in the bidding schedule and as described in Section 01 20 00

PRICE AND PAYMENT PROCEDURES.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Contractor Responsibilities

a. The Contractor shall be responsible for the availability of utilities for use on the project. Raw water is available with no charge at the site. The contractor shall supply any other utilities needed at their cost. The Contractor shall carefully conserve any utilities furnished without charge.

b. The Contractor, at its expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, and associated paraphernalia.

c. The Contractor is responsible for providing drinking water facilities for all personnel associated with this contract.

3.1.2 Interruptions of Utilities

a. No utility services shall be interrupted by the Contractor to make connections, to relocate, or for any purpose without approval of the Contracting Officer.

b. Request for Permission to shut down services shall be submitted in writing to the Contracting Officer not less than seventeen (17) days prior to date of proposed interruption. The request shall give the following information:

(1) Nature of Utility (Gas, L.P. or H.P., Water, etc.)

SECTION 01 00 00 Page 11

(2) Size of line and location of shutoff.

(3) Buildings and services affected.

(4) Hours and date of shutoff.

(5) Estimated length of time services will be interrupted.

c. Services shall not be shutoff until receipt of approval of the proposed hours and date from the Contracting Officer.

d. Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer shall be accomplished during regular non-work hours or on non-work days of the Using Agency.

e. Operation of valves on water mains will be by Government personnel.

Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, the Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay or to restore service without delay in event of emergency.

-- End of Section --

SECTION 01 00 00 Page 12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Borrow Permits

Excavation Permits

Welding Permits

Burning Permits

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes the design, fabrication, assembly and testing of a new gantry crane with auxiliary hook and secondary jib crane and incidental related work.

1.2.2 Location

The work is located at the Old Hickory Power House, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

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

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, SECTION 01 11 00 Page 3

Equipment, Utilities, and Improvements:

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

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.1.1 Submission of Invoices

1.1.2 Final Invoice

1.2 PAYMENT ITEMS

1.2.1 Design New Intake Gantry Crane

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Manufacture and Deliver New Intake Gantry Crane

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Install and Test New Intake Gantry Crane

1.2.3.1 Unit of Measure

1.2.4 Fabricate and Load Test New Intake and Spillway Gate Lifting

Lugs

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Install New Intake and Spillway Gate Lifting Lugs

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Install New Emergency Diesel Generator, Power Cables, and

Associated Equipment

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 Training

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 As-Built Drawings

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 Operations and Maintenance Manuals

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.10 Remove Existing Intake Gantry Crane

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.11 Option: Provide External Power Source

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.12 Option: Asbestos Abatement

1.2.12.1 Payment

1.2.12.2 Unit of Measure

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.1.1 Submission of Invoices

Submit monthly invoices and supporting forms for work performed within one week after the month billed. Submit a written copy (pencil copy) five calendar days prior to the end of the month.

1.1.2 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. 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.

1.2 PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments and Contract unit price paymentswill 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.

1.2.1 Design New Intake Gantry Crane

1.2.1.1 Payment

Payment will be made for costs associated with operations necessary for design of the new intake gantry crane.

1.2.1.2 Unit of Measure

Unit of measure: job.

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1.2.2 Manufacture and Deliver New Intake Gantry Crane

1.2.2.1 Payment

Payment will be made for costs associated with operations necessary for the fabrication, partial assembly in shop, shop testing, packaging and shipping to project site.

1.2.2.2 Unit of Measure

Unit of measure: job.

1.2.3 Install and Test New Intake Gantry Crane

Payment will be made for costs associated with operations necessary for the assembly on site, final testing and commissioning of new Intake Gantry Crane

1.2.3.1 Unit of Measure

Unit of measure: job.

1.2.4 Fabricate and Load Test New Intake and Spillway Gate Lifting Lugs

1.2.4.1 Payment

Payment will be made for costs associated with operations necessary for fabrication, packaging and shipping to project site of Spillway Gate Lifting Lugs.

1.2.4.2 Unit of Measure

Unit of measure: job.

1.2.5 Install New Intake and Spillway Gate Lifting Lugs

1.2.5.1 Payment

Payment will be made for costs associated with operations necessary for installation, and testing of Spillway Gate Lifting Lugs.

1.2.5.2 Unit of Measure

Unit of measure: job.

1.2.6 Install New Emergency Diesel Generator, Power Cables, and Associated Equipment

1.2.6.1 Payment

Payment will be made for costs associated with operations necessary for procurement, installation and testing of the power feeders and associated equipment not on the crane.

1.2.6.2 Unit of Measure

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1.2.7 Training

1.2.7.1 Payment

Payment will be made for costs associated with in person training of the USACE employees.

1.2.7.2 Unit of Measure

Unit of measure: job.

1.2.8 As-Built Drawings

1.2.8.1 Payment

Payment will be made for costs associated with operations necessary for building, packaging and publishing of the final as-built drawings.

1.2.8.2 Unit of Measure

Unit of measure: job.

1.2.9 Operations and Maintenance Manuals

1.2.9.1 Payment

Payment will be made for costs associated with operations necessary for building, packaging and publishing of the Operations and Maintenance Manuals.

1.2.9.2 Unit of Measure

Unit of measure: job.

1.2.10 Remove Existing Intake Gantry Crane

1.2.10.1 Payment

Payment will be made for costs associated with operations necessary for the removal of the existing intake gantry crane.

1.2.10.2 Unit of Measure

Unit of measure: job.

1.2.11 Option: Provide External Power Source

1.2.11.1 Payment

Payment will be made for costs associated to provide external power source for all onsite activities including crane erection and commissioning for 120 days.

1.2.11.2 Unit of Measure

SECTION 01 20 00 Page 5

1.2.12 Option: Asbestos Abatement

1.2.12.1 Payment

Payment will be made for costs associated with operations necessary for asbestos abatement as indicated.

1.2.12.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

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 Design and Permit Activities

3.3.4 Procurement Activities

3.3.5 Mandatory Tasks

3.3.6 Government Activities

3.3.7 Standard Activity Coding Dictionary

3.3.7.1 Workers Per Day (WRKP)

3.3.7.2 Responsible Party Coding (RESP)

3.3.7.3 Area of Work Coding (AREA)

3.3.7.4 Modification Number (MODF)

3.3.7.5 Bid Item Coding (BIDI)

3.3.7.6 Phase of Work Coding (PHAS)

3.3.7.7 Category of Work Coding (CATW)

3.3.7.8 Feature of Work Coding (FOW)

3.3.8 Contract Milestones and Constraints

3.3.8.1 Project Start Date Milestone and Constraint

3.3.8.2 End Project Finish Milestone and Constraint

3.3.8.3 Interim Completion Dates and Constraints

3.3.8.3.1 Start Phase

3.3.8.3.2 End Phase

3.3.9 Calendars

3.3.10 Open Ended Logic

3.3.11 Default Progress Data Disallowed

3.3.12 Out-of-Sequence Progress

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3.3.13 Added and Deleted Activities

3.3.14 Original Durations

3.3.15 Leads, Lags, and Start to Finish Relationships

3.3.16 Retained Logic

3.3.17 Percent Complete

3.3.18 Remaining Duration

3.3.19 Cost Loading of Closeout Activities

3.3.19.1 As-Built Drawings

3.3.19.2 O & M Manuals

3.3.20 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.2.1 Design Package 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 01.00 10 Page 2

SECTION 01 32 01.00 10

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 (2017) Administration -- Project Schedules

1.2 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; 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 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 01.00 10 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 version 18.8.0.

2.1.2 Contractor Software

Scheduling software used by the contractor must be able to meet the requirements of this specification and be compatible with the software used by the government; Primavera P6 version 18.8.0.

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 design and construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Designers, 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 01.00 10 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 Design and Permit Activities

Include design and permit activities with the necessary conferences and follow-up actions and design package submission dates. Include the design schedule in the project schedule, showing the sequence of events involved in carrying out the project design tasks within the specific contract period. Provide at a detailed level of scheduling sufficient to identify all major design tasks, including those that control the flow of work.

Also include review and correction periods associated with each item.

3.3.4 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.

3.3.5 Mandatory Tasks

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

SECTION 01 32 01.00 10 Page 5

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

b. Submission, review and acceptance of design packages.

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

d. Long procurement activities

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 Crane Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of 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. Load Testing.

m. Crane 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.

3.3.6 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: acceptance, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

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3.3.7 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. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

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.

3.3.7.1 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.

3.3.7.2 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);

SECTION 01…