Attch 3_IFB W912P522B0019_TSpecs.pdf

Solicitation No. W912P522B0019

US Army Corps Of Engineers Nashville District

Machinery Painting

Watts Bar Lock Tennessee River Meigs County, Tennessee

Technical Specifications - Ready to Advertise (RTA) Certified Final

May 2022

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Machinery Painting Watts Bar Lock W912P522B0019 Ready to Advertise Meigs County, TN

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE FOR SMALL CONTRACTS

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 95 00 FORMS AND ATTACHMENTS

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

02 83 20 LEAD BASE PAINT (LBP) REMOVAL AND DISPOSAL

DI VI SI ON 09 - FI NI SHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

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PROJECT TABLE OF CONTENTS Page 1

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 SCOPE

1.1.1 Project Scope

1.2 REFERENCES

1.3 WARRANTY

1.4 WORKING HOURS

1.4.1 2022 Federal Holidays

1.4.2 2023 Federal Holidays

1.5 PERMITS AND LICENSES

1.6 IDENTIFICATION OF CONTRACT EMPLOYEES AND VEHICLES

1.7 SAFETY REQUIREMENTS

1.8 PROJECT SITE SECURITY REQUIREMENTS

1.8.1 Short-Term Employees Security Requirements

1.8.2 Pre-Offer Meetings and Site Visits

1.8.3 Foreign Nationals

1.8.4 Convict Labor

1.8.5 Security Requirement Amendments

1.9 NON-COMPLIANCE OF SAFETY AND SECURITY REQUIREMENTS

1.10 PROTECTION OF EXISTING WORK AND DAMAGE REPORTS

1.11 CONTRACT EMPLOYEES

1.12 SUBMITTALS

1.13 CONTRACTOR'S STAGING AREA

1.14 SAFE CLEARANCE PROCEDURES

1.15 DAILY CLEANUP AND DISPOSAL

1.16 STORAGE OF EQUIPMENT AND MATERIALS

1.17 WORK COORDINATION

1.18 ENVIRONMENTAL PROTECTION

1.19 PRESERVATION OF CULTURAL RESOURCES

1.20 EVALUATION OF CONTRACTOR PERFORMANCE

1.21 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 AVAILABILITY AND USE OF UTILITY SERVICES

3.1.1 Contractor Responsibilities

3.1.2 Interruptions of Utilities

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE

This section comprises an explanation of the general contract requirements needed to accomplish the work for the items described in the bidding schedule. This section is not intended to be all encompassing in the descriptions. All work specified herein shall be accomplished in accordance with the procedures prescribed in the specifications and contract drawings. The Contractor shall bid each type of work under the applicable bid item. Compensation for any item of work described in the contract documents, but not listed in the bid schedule shall be included in the price for the item of work to which it is made subsidiary.

1.1.1 Project Scope

The work covered by this contract consists of furnishing all equipment, labor, materials, and performing all operations required to recoat the external surfaces of four (4) culvert valve machinery, four (4) miter gate operating machinery, one (1) tow haulage machinery, and four (4) floating mooring bitt recesses, as specified in technical specifications and as shown in the reference drawings.

1.2 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)

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

ER 380-1-18 (1996) Technology Transfer, Disclosure of Information and Contacts with Foreign Representatives

ER 385-1-31 (2009) The Control of Hazardous Energy

ER 415-1-17 (2012) Construction Contractor Performance Evaluations

1.3 WARRANTY

The Contractor shall provide the Government a one year warranty from the date of final acceptance by the Contracting Officer's Representative (COR), and comply with applicable warranty requirements of Section 01 78 00 CLOSEOUT SUBMITTALS. The warranty shall cover defective materials and workmanship. In instances where the material or equipment manufacturer's advertised minimum warranty is in excess of one year, it shall remain in force for its full period. Upon receipt of notice from the Contracting Officer of failure of any of the material or equipment during the warranty

SECTION 01 00 00 Page 3 period, the Contractor shall promptly furnish and install new replacement parts at no additional cost to the Government.

1.4 WORKING HOURS

Normal working hours are Monday through Thursday 7:00 AM to 5:30 PM.

On-site work shall not be permitted on federally observed holidays. Any exceptions must be approved by the COR and Lockmaster.

1.4.1 2022 Federal Holidays

Do not schedule work on Federal holidays

a. 2022 Federal Holiday Schedule

Date Holiday Friday, December 31 New Year's Day Monday, January 17 MLK Day Monday, February 21* Washington's Birthday Monday, May 30 Memorial Day Monday, June 20** Juneteenth National Independence Day Monday, July 4 Independence Day Monday, September 5 Labor Day Monday, October 10 Columbus Day Friday, November 11 Veterans Day Thursday, November 24 Thanksgiving Day Monday, December 26*** 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.

**June 19, 2022 (the legal Federal holiday for Juneteenth National Independence Day), falls on a Sunday. Monday, June 20, will be treated as a Federal holiday.

***December 25, 2022 (the legal Federal holiday for Christmas), falls on a Sunday, Monday December 26, will be treated as a Federal holiday.

1.4.2 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

SECTION 01 00 00 Page 4

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 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.

1.5 PERMITS AND LICENSES

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

1.6 IDENTIFICATION OF CONTRACT EMPLOYEES AND VEHICLES

The Contractor shall provide a list (updated as required) containing the names of his/her on-site employees, subcontractors, and license plate numbers of all vehicles to the COR. Each on-site worker shall carry proper identification. Parking of private vehicles shall be restricted to the areas designated by the Government.

1.7 SAFETY REQUIREMENTS

The Contractor shall comply with all applicable provisions of EM 385-1-1 Safety and Health Requirements Manual and Section 01 35 26 GOVERNMENTAL

SAFETY REQUIREMENTS.

1.8 PROJECT SITE SECURITY REQUIREMENTS

The entire Watts Bar Project is not open to the public. An employee identification and control procedure shall be submitted for approval for identification and control of employees entering or leaving the project site. It is expected that this will include a unique photo identification card for each Contractor and subcontractor employees working at the Watts Bar Project site. Depending upon the level of security threat, some Project areas may or may not be open to the Contractor and Contractor employees. The security of the Contractor's property and items furnished under this contract, until items are accepted by the Government, are the Contractor's responsibility whether stored inside or outside the site.

The Contractor, subcontractors and their employees are not authorized to work on-site unless they have been approved by the Nashville District Security Office. The Contractor is responsible for advance scheduling of background investigations and complying with any other security requirements through the Nashville District Security Office, (615) 736-7397, or (615) 736-2185.

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1.8.1 Short-Term Employees Security Requirements

All Contractor and subcontractor employees working under this contract for an anticipated or actual period of less than or equal to 6 months total during the course of this contract at the project site must submit the following information, as described in the Nashville District Security Access Form, to the Nashville District Security Office prior to the individual being permitted access to the project site:

a. Less than One Week

(1) Submit a Nashville District Security Access Form

(2) Photocopies of two government IDs

b. Up to One Month

(1) Requires all of the the above

(2) OF-306, Declaration for Federal Employment (Photocopies acceptable)

(3) I-9, Employment Eligibility Verification (Photocopies acceptable)

c. More than One Month and up to Six Months

(1) Requires all of the the above

(2) FD-258, Contractor Fingerprint Card, One if Digital and Two if

Done in Ink. (Contact the Security Office if you need fingerprint cards).

If requested, the temporary Contractor will be required to submit a completed SF-85 and the investigation package will be forwarded to OPM for processing before approval to begin work will be granted.

Note: Contractors are not authorized to work more than a total of six months without submitting a complete packet for long-term approval.

1.8.2 Pre-Offer Meetings and Site Visits

There will be a pre-offer site visit for Watts Bar Lock Machinery Painting.

Any pre-offer meeting which will cover anything other than public domain information should be limited to US citizens. Foreign nationals wishing to attend a pre-offer meeting or site visit, which will include information not provided to the general public, need to provide the information listed in the paragraph above to the Nashville District Security Management Office at least two weeks in advance to obtain required approval. Exceptions to the two-week requirement will be considered on a case-by-case basis, but will be limited.

1.8.3 Foreign Nationals

All non-U.S. Citizens, including permanent residents who work on Corps of Engineers' contracts or task orders shall be approved by the Headquarters US Army Corps of Engineers (HQUSACE) Foreign Disclosure Officer or higher before beginning work on the contract/task order (see ER 380-1-18 ). This includes subcontractor employees. The Contractor shall submit to the Nashville District Security Management Office a Nashville District Corps of Engineers Foreign National Security Form on each foreign national proposed for performance under this contract/task order, along with documentation to verify that he/she was legally admitted into the United States and has authority to work in the U.S. In addition to the completed Nashville District Corps of Engineers Foreign National Security Form, one of the following documents must be provided to show the individual's legal work and immigration status:

SECTION 01 00 00 Page 6

a. U.S. Passport (unexpired or expired)

b. Certificate of U.S. Citizenship (INS Form N-560 or N-561)

c. Certificate of Naturalization (INS Form N-550 or N-570)

d. Unexpired foreign passport, with I-551 stamp or attached INS Form I-94 indicating unexpired employment authorization

e. An Alien Registration Receipt Card with photograph (INS Form I-151 or

I-551)

f. Unexpired Temporary Resident Card (INS Form I-688)

g. Unexpired Employment Authorization Card (INS Form I-688A)

h. Unexpired Reentry Permit (INS Form I-327)

i. Unexpired Refugee Travel Document (INS Form I-571)

j. Unexpired Employment Authorization Document issued by the INS which contains a photograph (INS Form I-688B)

All foreign nationals shall be escorted at all times by a cleared federal employee unless approved by the Nashville District Security Management Office on a case-by-case basis.

NOTE: In addition to the requirements listed for Foreign Nationals above, all non-U.S. citizens who have lived in the United States for at least three years AND recently appointed U.S. citizens (i.e. U.S. citizens with less than five (5) years of U.S. citizenship) proposed for work under this contract for more than six (6) months must also submit the complete investigation package for Long-Term Approval listed above.

1.8.4 Convict Labor

Because Watts Bar Project is a restricted area, there are restrictions on use of persons either imprisoned or previously convicted of a felony.

The Contractor shall not employ in the performance of this contract any person undergoing a sentence of imprisonment imposed by any court of a State, the District of Columbia, Puerto Rico, the Northern Mariana Islands, American Samoa, Guam, or the U.S. Virgin Islands, or the US Federal Government.

The Contractor shall not employ in the performance of this contract any person who has been convicted of a felony imposed by any court of a State, the District of Columbia, Puerto Rico, the Northern Mariana Islands, American Samoa, Guam, the U.S. Virgin Islands, or the US Federal Government.

1.8.5 Security Requirement Amendments

Security requirements are subject to change in accordance with HSPD-12, OPM, Regulation or Policy changes, etc. Amendments will be added as a modification to the contract and forwarded to the Contractor by the Contracting Office or the Contracting Officer's Representative (COR).

1.9 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. No part of the time lost due to any such stoppage shall be made 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 shall not resume until the Contractor provides evidence to

SECTION 01 00 00 Page 7 the COR that he/she has complied or will comply with appropriate safety and security regulations.

1.10 PROTECTION OF EXISTING WORK AND DAMAGE REPORTS

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

1.11 CONTRACT EMPLOYEES

a. Contractor, subcontractors, and their employees shall conduct themselves in a proper manner at all times. No alcoholic beverages or controlled substances shall be consumed by the Contractor, subcontractor or his/her employees while on duty.

b. The Contractor expressly agrees to remove from the site any individual whose continued employment is deemed by the COR to be contrary to the public interest or inconsistent with the best interest of the Government.

c. The COR may require the Contractor to immediately remove from the work site any employee who is incompetent or who endangers persons or property or whose physical or mental condition is such that it would impair the employee's ability to satisfactorily perform the work.

Notification to the Contractor shall be promptly made in writing if time and circumstances permit.

1.12 SUBMITTALS

Located at the back of Section 01 95 00 FORMS AND ATTACHMENTS is list of required submittals. The Contracting Officer may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in the contract. The Contracting Officer may, in writing, wave any submittal required herein that in their opinion is not necessary to adequately describe the work covered in the contract.

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Employee Identification and Control Procedure; G

Procedure for identification and control of employees entering or leaving the site including providing digital photographs.

Submit a minimum of 10 calendar days prior to the start work. See paragraph 1.8 PROJECT SITE SECURITY REQUIREMENTS of this specification section.

Investigation Package

Foreign Nationals

SECTION 01 00 00 Page 8

Submittal requirements for the investigation package and foreign nationals are detailed under paragraph 1.8 PROJECT SITE SECURITY REQUIREMENTS of this specification section.

1.13 CONTRACTOR'S STAGING AREA

The Contractor will be assigned an area near the jobsite 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 shall at all times be maintained in a satisfactory manner. Temporary Contractor facilities provided during site operations shall be removed prior to final acceptance from the Government. As a minimum the area shall be left looking "broom clean" and at least as clean as before the structure placement.

1.14 SAFE CLEARANCE PROCEDURES

Project personnel use A Safe Clearance System, as stated in ER 385-1-31 and amended by the Nashville District to ensure continuity of service and safety to personnel and equipment. Any work performed which requires taking the Project's operating equipment out of service will be done only after a formal clearance is obtained by the Contracting Officer with 48-hour minimum notice. Contractor personnel shall not violate clearance. Any violation of Safe Clearance Procedures will be grounds for removal of the offender(s). A digital copy of the Nashville District Safe Clearance Procedure will be supplied to the Contractor upon request.

1.15 DAILY CLEANUP AND DISPOSAL

Work areas shall 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 shall be collected, removed, and disposed of off-site. Government trash cans, dump boxes and other containers shall not be used. Liquid waste shall not be disposed of in existing drains.

1.16 STORAGE OF EQUIPMENT AND MATERIALS

Storage of equipment and materials will be permitted only in designated staging areas. A minimum access space of three feet shall be maintained between the Contractor's stored items and existing facility equipment.

1.17 WORK COORDINATION

The Government will limit interference with the Contractor's work to the maximum reasonable extent and the Government and Contractor shall coordinate as necessary. Contractor shall also need to coordinate his or her work with other contractors to avoid conflicts and to maintain equipment access and serviceability.

1.18 ENVIRONMENTAL PROTECTION

The Contractor shall comply with the contract requirements stated in Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. Contractor shall maintain all work within and outside the project boundaries free from environmental pollution that would be in violation of any federal, state, local regulations or permits.

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1.19 PRESERVATION OF CULTURAL RESOURCES

Watts Bar Hydroelectric Project is listed on the National Register of Historic Places. Except where specifically permitted by the State Historic Preservation Office; the contractor shall respect, protect and preserve the historic nature of the facility.

1.20 EVALUATION OF CONTRACTOR PERFORMANCE

The Contractor's performance will be evaluated in accordance with ER 415-1-17 (MAR 1993). Evaluation will be based on quality of work, timely performance, effectiveness of management, and compliance with safety and labor standards. The format for the evaluation will be DD FORM 2626 and the Contractor will be rated either outstanding, above average, satisfactory, marginal, or unsatisfactory. A copy of DD FORM 2626 is attached at the end of Section 01 95 00 FORMS AND ATTACHMENTS.

Following initial completion by the Government, the Contractor will have thirty (30) calendar days to review, comment, and return the evaluation.

If the Contractor desires a meeting to discuss the evaluation, it must be requested in writing to the Contracting Officer no later than seven calendar days following receipt of the evaluation. This meeting will be held during the thirty (30) day review period.

The Contractor's review of the evaluation shall be completed electronically at the CPARS / CCASS website, http://www.cpars.gov . Upon contract award, the Contractor shall provide the Contracting Officer with the name and e-mail address of the Contractor's Reviewing Representative to be registered into the system. Due to security provisions, the Contractor shall be required to purchase and utilize a valid DoD PKI (Public Key Infrastructure) certificate to access the CPARS / CCASS website. This requirement applies to DoD contractors who operate computer equipment that is not the property of the Government. The DoD PKI certificate shall be purchased from an External Certificate Authority (ECA) or an Interim External Certificate Authority (IECA). Because the IECA offers only interim certificates, it is recommended to purchase certificate(s) from ECAs. Contractors accessing CPARS / CCASS will need an Identity Certificate only; an Encryption Certificate is not required.

Contractors will need to purchase a separate certificate for each computer used to access the system.

It shall be the Contractor's responsibility to monitor up-to-date information on obtaining PKI certificate(s) including price, application procedures, and renewal processes. A list of ECAs is provided below.

Updates on the list of ECAs along with additional, useful information is available at http://www.cpars.gov/main/pki_info.htm .

Approved ECA vendors:

Operational Research Consultants, Inc. (ORC) http://www.eca.orc.com

VeriSign, Inc. http://www.symantec.com/verisign/shared-service-pki

IdenTrust, Inc. http://www.identrust.com/certificates/eca/index.html

1.21 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.

SECTION 01 00 00 Page 10

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 and electrical outlets are available with no charge at the site. The Contractor shall supply any other utilities needed at his cost. The Contractor shall carefully conserve any utilities furnished without charge. No modifications to the existing electrical system shall be permitted.

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 and bathroom 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.)

(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 coordinated forty-five (45) days prior to date of proposed interruption.

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.

SECTION 01 00 00 Page 11

-- End of Section --

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 PAYMENT ITEMS

1.1.1 Performance and Payment Bonds

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Mobilization and Demobilization

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Cleaning, Prepping and Painting Miter Gate Machinery

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Cleaning, Prepping and Painting Culvert Valve Machinery

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Cleaning, Prepping and Painting Tow Haulage Machinery

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Cleaning, Prepping and Painting Floating Mooring Bitt Recesses

1.1.6.1 Payment

1.1.6.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

SECTION 01 22 00 Page 1

SECTION 01 22 00 Page 2

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 PAYMENT ITEMS

Payment items for the work of this contract 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 payment item, are included in the listed payment item most closely associated with the work involved. The 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.

1.1.1 Performance and Payment Bonds

1.1.1.1 Payment

Payment will be made for the performance and payment bonds that are required as part of this contract. The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the line item amount, the contract will be modified to adjust the line item accordingly. Adjustment(s) to the line item will also be made for any revisions to the actual bond costs associated with contract changes. Payment will be made at the single job pay item for "Performance and Bonds".

1.1.1.2 Unit of Measure

Unit of measure: Job.

1.1.2 Mobilization and Demobilization

1.1.2.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clause 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. Payment will be made at the single job pay item for "Mobilization and Demobilization".

1.1.2.2 Unit of Measure

Unit of measure: Job.

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1.1.3 Cleaning, Prepping and Painting Miter Gate Machinery

1.1.3.1 Payment

Payment will be made for costs associated with cleaning, prepping and painting miter gate machinery. The required work shall be accomplished as shown in the contract drawings and specified in Section 09 97 02 PAINTING:

HYDRAULIC STRUCTURES. Payment will be made at the contract lump sum price for "Cleaning, Prepping and Painting Miter Gate Machinery". This price will cover costs associated with all required labor, equipment, and materials.

1.1.3.2 Unit of Measure

Unit of measure: Job.

1.1.4 Cleaning, Prepping and Painting Culvert Valve Machinery

1.1.4.1 Payment

Payment will be made for costs associated with cleaning, prepping and painting culvert valve machinery. The required work shall be accomplished as shown in the contract drawings and specified in Section 09 97 02 PAINTING: HYDRAULIC STRUCTURES. Payment will be made at the contract lump sum price for "Cleaning, Prepping and Painting Culvert Valve Machinery".

This price will cover costs associated with all required labor, equipment, and materials.

1.1.4.2 Unit of Measure

Unit of measure: Job.

1.1.5 Cleaning, Prepping and Painting Tow Haulage Machinery

1.1.5.1 Payment

Payment will be made for costs associated with cleaning, prepping and painting tow haulage machinery. The required work shall be accomplished as shown in the contract drawings and specified in Section 09 97 02 PAINTING:

HYDRAULIC STRUCTURES. Payment will be made at the contract lump sum price for "Cleaning, Prepping and Painting Tow Haulage Machinery". This price will cover costs associated with all required labor, equipment, and materials.

1.1.5.2 Unit of Measure

Unit of measure: Job.

1.1.6 Cleaning, Prepping and Painting Floating Mooring Bitt Recesses

1.1.6.1 Payment

Payment will be made for costs associated with cleaning, prepping and painting floating mooring bitt recesses. The required work shall be accomplished as shown in the contract drawings and specified in Section 09 97 02 PAINTING: HYDRAULIC STRUCTURES. Payment will be made at the contract lump sum price for "Cleaning, Prepping and Painting Floating Mooring Bitt Recesses". This price will cover costs associated with all required labor, equipment, and materials.

SECTION 01 22 00 Page 4

1.1.6.2 Unit of Measure

Unit of measure: Job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

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

SECTION 01 22 00 Page 5

SECTION 01 22 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE FOR SMALL CONTRACTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Contract Milestones and Constraints

3.3.6.1 Project Start Date Milestone

3.3.6.2 End Project Finish Milestone

3.3.6.3 Interim Completion Dates and Constraints

3.3.6.3.1 Start Phase

3.3.6.3.2 End Phase

3.3.7 Calendars

3.3.8 Open Ended Logic

3.3.9 Default Progress Data Disallowed

3.3.10 Out-of-Sequence Progress

3.3.11 Added and Deleted Activities

3.3.12 Original Durations

3.3.13 Leads, Lags, and Start to Finish Relationships

3.3.14 Retained Logic

3.3.15 Percent Complete

3.3.16 Remaining Duration

3.3.17 Cost Loading of Closeout Activities

3.3.18 Anticipated Adverse Weather

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

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3.5 SUBMISSION REQUIREMENTS

3.5.1 Narrative Report

3.5.2 Schedule Reports

3.5.2.1 Activity Report

3.5.2.2 Logic Report

3.5.2.3 Total Float Report

3.5.2.4 Earnings Report by CLIN

3.5.3 Network Diagram

3.5.3.1 Continuous Flow

3.5.3.2 Project Milestone Dates

3.5.3.3 Critical Path

3.5.3.4 Banding

3.5.3.5 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 PRIMAVERA P6 MANDATORY REQUIREMENTS

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PROJECT SCHEDULE FOR SMALL CONTRACTS

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

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

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.

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.

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2.1.1 Government Default Software

The computer software system utilized by the Contractor to produce the Project Schedule shall be a full cost loaded basic schedule. Contractor will ensure schedule is .xer compatible file format.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

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

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

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

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

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:

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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.

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. Long procurement activities

d. Contractor's pre-final inspection.

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

f. Government's pre-final inspection.

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

h. 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: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Contract Milestones and Constraints

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

3.3.6.1 Project Start Date Milestone

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged,".

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3.3.6.2 End Project Finish Milestone

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

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.6.3 Interim Completion Dates and Constraints

3.3.6.3.1 Start Phase

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

3.3.6.3.2 End Phase

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

3.3.7 Calendars

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

If an activity is weather sensitive it should be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated days provided in contract clause FAR 52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION). Assign non-work days over a seven-day week as weather records are compiled on seven-day weeks, which may cause some of the weather related non-work days to fall on weekends.

3.3.8 Open Ended Logic

Only two open ended activities are allowed: the first activity "NTP Acknowledged" may have no predecessor logic, and the last activity -"End Project" may have no successor logic.

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

3.3.9 Default Progress Data Disallowed

Actual Start and Finish dates must not automatically update with default mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions. Disable program features that calculate one of these parameters from the other. Activity Actual Start (AS) and Actual Finish

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(AF) dates assigned during the updating process must match those dates provided in the Contractor Quality Control Reports. Failure to document the AS and AF dates in the Daily Quality Control report will result in disapproval of the Contractor's schedule.

3.3.10 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer.

Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Address out of sequence progress or logic changes in the Narrative Report and in the periodic schedule update meetings.

3.3.11 Added and Deleted Activities

Do not delete activities from the project schedule or add new activities to the schedule without approval from the Contracting Officer. Activity ID and description changes are considered new activities and cannot be changed without Contracting Officer approval.

3.3.12 Original Durations

Activity Original Durations (OD) must be reasonable to perform the work item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer.

3.3.13 Leads, Lags, and Start to Finish Relationships

Lags must be reasonable as determined by the Government and not used in place of realistic original durations, must not be in place to artificially absorb float, or to replace proper schedule logic.

a. Leads (negative lags) are prohibited.

b. Start to Finish (SF) relationships are prohibited.

3.3.14 Retained Logic

Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress). Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") are not be allowed.

3.3.15 Percent Complete

Update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete to allow for proper schedule management.

3.3.16 Remaining Duration

Update the remaining duration for each activity based on the number of

SECTION 01 32 01 Page 7 estimated work days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.

3.3.17 Cost Loading of Closeout Activities

Cost load the "Correction of punch list from Government pre-final inspection" activity(ies) not less than 1 percent of the present contract value. Activity(ies) may be declared 100 percent complete upon the Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).

3.3.18 Anticipated Adverse Weather

Paragraph applicable to contracts with FAR Clause 52.249-10 entitled DEFAULT (FIXED-PRICE CONSTRUCTION). Reflect the number of anticipated adverse weather delays allocated to a weather sensitive activity in the activity's calendar.

3.3.19 Early Completion Schedule and the Right to Finish Early

An Early Completion Schedule is an Initial Project Schedule (IPS) that indicates all scope of the required contract work will be completed before the contractually required completion date.

a. No IPS indicating an Early Completion will be accepted without being fully resource-loaded (including crew sizes and manhours) and the Government agreeing that the schedule is reasonable and achievable.

b. The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The data CD/DVD, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.

Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.

3.4.1 Preliminary Project Schedule Submission

Within 15 calendar days after contract award submit the Preliminary Project Schedule defining the planned operations detailed for the first 90 calendar days for approval. The approved Preliminary Project Schedule will be used for payment purposes not to exceed 90 calendar days after NTP. Completely cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. The Preliminary Project Schedule may be summary in nature for the remaining performance period. It must be early start and late finish constrained and logically tied as specified. The Preliminary Project Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required plan and program preparations, submissions and approvals

SECTION 01 32 01 Page 8 identified in the contract (for example, Quality Control Plan, Safety Plan, and Environmental Protection Plan) as well as design activities, planned submissions of all early design packages, permitting activities, design review conference activities, and other non-construction activities intended to occur within the first 90 calendar days. Government acceptance of the associated design package(s) and all other specified Program and Plan approvals must occur prior to any planned construction activities. Activity code any activities that are summary in nature after the first 90 calendar days with Bid Item (CLIN) code (BIDI), Responsibility Code (RESP) and Feature of Work code (FOW).

3.4.2 Initial Project Schedule Submission

Submit the Initial Project Schedule for approval within 42 calendar days after notice to proceed is issued. The schedule must demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. No payment will be made for work items not fully detailed in the Project Schedule.

3.4.3 Periodic Schedule Updates

Update the Project Schedule on a regular basis, monthly at a minimum.

Provide a draft Periodic Schedule Update for review at the schedule update meetings as prescribed in the paragraph PERIODIC SCHEDULE UPDATE MEETINGS. These updates will enable the Government to assess Contractor's progress.

a. Update information including Actual Start Dates (AS), Actual Finish Dates (AF), Remaining Durations (RD), and Percent Complete is subject to the approval of the Government at the meeting.

b. AS and AF dates must match the date(s) reported on the Contractor's Quality Control Report for an activity start or finish.

3.5 SUBMISSION REQUIREMENTS

Submit the following items for the Preliminary Schedule,…