W912P523B0003 TSpecs RTA.pdf

US Army Corps Of Engineers

Nashville District

Solicitation No. W912P523B0003

VIEWING PLATFORM BUILDING

Office of Environmental Management National Historic Preservation K-25 History Center Oak Ridge, Roane County, Tennessee

Technical Specifications

Ready to Advertise (RTA) Certified Final

December 2022

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K-25 History Center Oak Ridge, Tennessee

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

01 95 00 FORMS AND ATTACHMENTS

DIVISION 03 - CONCRETE

03 10 00 CONCRETE FORMING AND ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE.

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 31 00 STEEL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL FABRICATIONS

05 55 13 METAL PAN STAIRS

05 75 00 DECORATIVE METAL

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 16 00 SHEATHING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 13 26 SELF-ADHERING SHEET WATERPROOFING

07 21 00 THERMAL INSULATION

07 42 13 INSULATED METAL WALL AND SOFFIT PANELS

07 54 16 KETONE ETHYLENE ESTER (KEE) ROOFING

07 62 00 SHEET METAL FLASHING AND TRIM

07 71 29 MANUFACTURED ROOF EXPANSION JOINTS

07 72 00 ROOF ACCESSORIES

07 84 13 PENETRATION FIRESTOPPING

07 84 43 JOINT FIRESTOPPING

07 92 00 JOINT SEALANTS

K-25 History Center

PROJECT TABLE OF CONTENTS Page 2

07 92 19 ACOUSTICAL JOINT SEALANTS

07 95 13 EXTERIOR EXPANSION JOINT COVER ASSEMBLIES

07 95 14 INTERIOR EXPANSION JOINT COVERS ASSEMBLIES

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 16 FLUSH WOOD DOORS

08 14 33 STILE AND RAIL WOOD DOORS

08 31 13 ACCESS DOORS AND FRAMES

08 36 13 SECTIONAL DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 80 00 GLAZING

DIVISION 09 - FINISHES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 13 ACOUSTICAL PANEL CEILINGS

09 65 13 RESILIENT BASE AND ACCESSORIES

09 68 13 TILE CARPETING

09 91 13 EXTERIOR PAINTING

09 91 23 INTERIOR PAINTING

09 96 00 HIGH-PERFORMANCE COATING FOR EXTERIOR STEEL

DIVISION 10 - SPECIALTIES

10 14 23 PANEL SIGNAGE

10 21 13 PLASTIC TOILET COMPARTMENTS

10 28 00 TOILET ACCESSORIES

10 41 16 EMERGENCY KEY CABINETS

10 44 13 FIRE PROTECTION CABINETS

10 44 16 FIRE EXTINGUISHERS

10 73 16 CANOPIES

10 75 16 GROUND-SET FLAGPOLES

10 83 16 BANNERS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 14 - CONVEYING EQUIPMENT

14 24 00 HYDRAULIC ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 10 00 FIRE PROTECTION

DIVISION 22 - PLUMBING

22 05 53 MECHANICAL IDENTIFICATION

22 07 19 PIPING INSULATION

22 10 05 PLUMBING PIPING

22 10 06 PLUMBING PIPING SPECIALTIES

K-25 History Center

PROJECT TABLE OF CONTENTS Page 3

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 01 MECHANICAL GENERAL PROVISIONS

23 05 01 BASIC MATERIALS AND METHODS

23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING

AND EQUIPMENT

23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC

23 07 13 DUCT INSULATION

23 31 00 HVAC DUCTS AND CASINGS

23 33 00 AIR DUCT ACCESSORIES

23 37 00 AIR OUTLETS AND INLETS

23 74 13 PACKAGED, OUTDOOR, CENTRAL STATION AIR HANDLING UNITS

DIVISION 26 - ELECTRICAL

26 05 00 ELECTRICAL GENERAL PROVISIONS

26 05 01 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 16 CONDUIT

26 05 19 WIRE AND CABLE

26 05 26 GROUNDING AND BONDING

26 05 29 SUPPORTING DEVICES

26 05 33 OUTLET JUNCTION BOXES

26 05 53 ELECTRICAL IDENTIFICATION

26 05 73 OVERCURRENT PROTECTIVE DEVICES

26 24 00 MECHANICAL EQUIPMENT AND CONTROLS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES AND PLATES

26 28 13 DISCONNECT SWITCHES

26 41 13 LIGHTNING PROTECTION FOR STRUCTURES

26 61 00 GENERAL LIGHTING PROVISIONS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 00 FIRE ALARM

DIVISION 31 - EARTHWORK

31 31 16 TERMITE CONTROL

APPENDICES (SEPARATE COVERS

APPENDIX A - VIEWING PLATFORM BUILDING SWPPP

APPENDIX B - REPORT OF GEOTECHNICAL EXPLORATION - K-25 MUSEUM

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Viewing Structure K-25 History Center W912P523B0003 Ready to Advertise Oak Ridge, Tennessee

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.01 GENERAL DESCRIPTION

1.02 CONTRACT AUTHORITY AND RELATIONSHIPS

1.03 SUPERINTENDENCE OF SUBCONTRACTORS

1.04 NO ASBESTOS - CONTAINING MATERIAL (ACM)CERTIFICATION

1.05 EMERGENCY PLANNING AND COMMUNITY RIGHT-TO-KNOW ACT (EPCRA)

1.06 GOVERNMENT-FURNISHED SERVICES AND EQUIPMENT

1.07 EXCEPTIONS TO THE MATERIAL AND WORKMANSHIP CLAUSE

1.08 RELATED SECTIONS

1.09 TDOT STANDARD SPECIFICATIONS (TDOT Std Specs)

1.10 CONTRACTOR DAILY JOB BRIEFS

1.11 COORDINATION CONFERENCES

1.12 PARTNERING

1.13 REFERENCES

1.14 ACCIDENT PREVENTION

1.15 PROJECT SIGNS

A. General B. Materials C. Painting D. Erection and Maintenance E. After Hours Point of Contact

1.16 EVALUATION OF CONTRACTOR PERFORMANCE

1.17 USACE APPROVED TESTING LABORATORIES

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 (NOT USED)

-- 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

1.01 GENERAL DESCRIPTION

The work is located at the K-25 History Center, in Oak Ridge, Tennessee. The work to be performed under this contract is described in Section 01 11 00 SUMMARY OF WORK.

1.02 CONTRACT AUTHORITY AND RELATIONSHIPS

The U.S. Army Corps of Engineers, Nashville District will issue and administer this contract. The Nashville District Contracting Officer, and dully appointed representatives, will have the sole authority to interact contractually with, direct, and provide oversight to the Contractor. Other organizations identified in the specifications and contract drawings have no direct authority on this contract.

References to CNS, DOE, or any other organization or entity directing, authorizing, approving or in any other way contractually interacting with the Contractor shall be construed to mean the designated representative(s) of the Contracting Officer, U.S. Army Corps of Engineers, Nashville District. All communication to the Designer of Record will be coordinated through the Contracting Officer's Representative (COR).

1.03 SUPERINTENDENCE OF SUBCONTRACTORS

A. The Contractor shall be required to furnish the following, in addition to the superintendence required by CONTRACT CLAUSE:

SUPERINTENDENCE BY THE CONTRACTOR.

(1) If more than 50 percent and less than 70 percent of the value of the contract work is subcontracted, one superintendent shall be provided at the site and on the Contractor's payroll to be responsible for coordinating, directing, inspecting and expediting the subcontract work.

(2) If 70 percent or more of the value of the work is subcontracted, the Contractor shall be required to furnish two such superintendents to be responsible for coordinating, directing, inspecting and expediting the subcontract work.

B. If the Contracting Officer, at any time after 50 percent of the subcontracted work has been completed, finds that satisfactory progress is being made, he may waive all or part of the above requirements for additional superintendence subject to the right of the Contracting Officer to reinstate such requirement if at any time during the progress of the remaining work he finds that satisfactory progress is not being made.

1.04 NO ASBESTOS - CONTAINING MATERIAL (ACM)CERTIFICATION

Before final payment to the Contractor, the Contractor's project

SECTION 01 00 00 Page 3 engineer/manager will sign and submit to the government, on the contracting firm's letterhead, a dated copy of the following statement:

I hereby certify that to the best of my knowledge no asbestos-containing material (ACM) was used as a building material during this project. I understand that the building owner presumes that all materials marked: "May Contain mineral fibers" are considered asbestos unless I either:

(1) Have on file and have submitted to the Government the manufacturer's certification that the material does not contain asbestos, or

(2) Have supplied to the Government documentation to show that the material has been microscopically examined by an AIHA- or NVLAP-certified laboratory and the lab has determine that it that it does not contain asbestos."

1.05 EMERGENCY PLANNING AND COMMUNITY RIGHT-TO-KNOW ACT (EPCRA)

The Emergency Planning and Community Right-To-Know Act (EPCRA) require that site specific information concerning hazardous chemicals use and releases be provided. A hazardous material as per 29 CFR 1910.1200 is any concerning hazardous chemicals use and releases be provided. A hazardous material as per 29 CFR 1910.1200 is any substance which is a physical or health hazard. The Contractor is required to maintain an inventory of hazardous materials and associated MSDS sheets. This inventory shall be provided on a separate submittal sheet to the Contracting Officer at least 10 working days before the hazardous materials are brought on site.Inventories of hazardous substances listed in the Act shall include quantities received, amount used, and quantities turned in for disposal. The amount that is not accounted for will be considered as quantities that were released to the environment. Based on this new requirement it is imperative that strict inventory controls be placed on hazardous substances that are being used on the jobsite.

1.06 GOVERNMENT-FURNISHED SERVICES AND EQUIPMENT

Contractor shall notify the Contracting Officer Representative in advance of need of any Government-furnished services, equipment, or items specified in the Agreement.

1.07 EXCEPTIONS TO THE MATERIAL AND WORKMANSHIP CLAUSE

There are no exceptions to the requirements of Contract Clause 52.236-5 MATERIAL AND WORKMANSHIP. Brand name items listed and/or shown in the technical specification sections have been determined to be acceptable products; however, other product may be substituted if it can be shown to be "equal" to the listed products. It is the Contractor's burden to prove that the substituted products are "equal" to the products listed in the technical specifications in order to obtain Government approval.

1.08 RELATED SECTIONS

A. Section 01 11 00 SUMMARY OF WORK

SECTION 01 00 00 Page 4

1.09 TDOT STANDARD SPECIFICATIONS (TDOT Std Specs)

Some material, equipment and workmanship are specified in the set of technical specifications to be in accordance with TDOT Std Specs . The words listed below are to be substituted in TDOT Std Specs by the words indicated:

FROM TO

Department Government/Corps of Engineers Bureau Government/Corps of Engineers Commissioner Contracting Officer Engineer Contracting Officer

Measurement and payment provisions contained in TDOT Std Specs are non-applicable to this contract. Likewise, no contract administration provisions contained in TDOT Std Specs apply to this contract. In general, only the technical provisions associated with a TDOT Std Specs reference will apply. The contract clauses, contract administration provisions, and measurement and payment provisions contained in the technical specifications and contract documents govern over any such provisions in TDOT Std Specs .

1.10 CONTRACTOR DAILY JOB BRIEFS

The Contractor shall conduct and document a daily pre-job brief with employees and visitors prior to beginning each shift’s work activities or when conditions change. The Contractor shall also conduct and document a follow-up brief at the end of each shift and note feedback and any unusual events occurring that shift.

1.11 COORDINATION CONFERENCES

Routine coordination conferences will be scheduled by the Contracting Officer weekly or as necessary, 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.

1.12 PARTNERING

In order to most effectively accomplish this contract, the Government urges the Contractor to join with 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 assuming that the project's intended results are achieved, within budget and on schedule. 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.

The first step in initiating the concept would be a joint project management team "partnering" conference attended by multiple officers from each organization representing management and the key jobsite staff of each entity. The initial conference would be held within the first thirty (30) days following contract award. The Resident Engineer would chair the conference, establish its agenda and distribute

SECTION 01 00 00 Page 5 minutes of the meeting. A third party professional facilitator acceptable to both parties would lead the participants of the session, through the steps of team building and the formation of a problem solving mechanism within the group. The conference duration would be no more than one day. Location of the conference will be coordinated and paid for by the Government. All costs in connection with rented facilities will be paid by the Government. All cost associated with the 3rd party facilitator will be paid by the Contractor. Each organization would pay other costs of its respective employees attending the conference. Additional partnering sessions would be held no less than biannually. Implementation of the partnering concept and philosophy would be an on-going process.

1.13 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.

ASTM INTERNATIONAL (ASTM)

ASTM D3740 (2019) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

ASTM E329 (2021) Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection

TENNESSEE DEPARTMENT OF TRANSPORTATION (TDOT)

TDOT Std Specs (2021) Standard Specifications for Road and Bridge Construction, including subsequent Supplementals to date

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

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

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

29 CFR 1910.1200 Hazard Communication

1.14 ACCIDENT PREVENTION

Accident prevention requirements for this project are stated in Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

SECTION 01 00 00 Page 6

1.15 PROJECT SIGNS

A. 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 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:

VI EWI NG PLATFORM BUI LDI NG AND SI TE I MPROVEMENTS

B. 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 shall be commercial quality and of sizes shown.

C. 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.

D. Erection and Maintenance

Erect signs at the locations designated by the Contracting Officer. Signs shall be plumb and backfill of post holes shall 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.

E. After Hours Point of Contact

Include an after hours Contractor point of contact telephone number on each sign.

1.16 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 included in Appendix A - FORMS AND ATTACHMENTS.

The Contractor's review of the evaluation shall be completed electronically at the CPARS website, 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

SECTION 01 00 00 Page 7 completion by the Government, the Contractor will have sixty (60) calendar days to review, comment, and return the evaluation.

1.17 USACE APPROVED TESTING LABORATORIES

Laboratories utilized by the Contractor for testing soils, concrete, asphalt, and steel must be approved the U.S. Army Corps of Engineers.

Proposed labs must conform to ASTM D3740 and ASTM E329; and meet the Capability Check specified in Section 01 45 00 QUALITY CONTROL.

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 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. U.S. Army Warrior Transition Command Employment Index:

http://www.wct.army.mil/modules/employers/index.html

e. 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.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 00 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Description

1. Viewing Platform Building B. Location C. Oversight

1.02 EXISTING WORK

1.03 LOCATION OF UNDERGROUND UTILITIES

A. Notification Prior to Excavation

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

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Description

The work includes constructing a new Viewing Platform Building and incidental related work for the K-25 History Center.

1. Viewing Platform Building

The work covered by this section consists of furnishing all labor, materials and equipment for the construction of the Viewing Platform Building and limited sitework as described in the contract drawings. All work shall be performed in strict accordance with the specifications and the applicable drawings, and shall be subject to the terms and conditions of the contract.

This also includes sitework in the immediate vicinity of the viewing platform as directed in the contract drawings. This also includes all Earthwork required for the construction of the "Viewing Platform Building"

B. Location

The work is located at the K-25 History Center, in Oak Ridge, Tennessee.

C. Oversight

Work shall have oversight by the U.S. Army Corps of Engineers (USACE) acting as the Contracting Officer.

1.02 EXISTING WORK

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

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

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

1.03 LOCATION OF UNDERGROUND UTILITIES

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

SECTION 01 11 00 Page 3 utilities. Contact Contracting Officer a minimum of 45 days prior to excavating to mark utilities and obtain the excavation permit, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be constructed or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

A. Notification Prior to Excavation

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

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 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.01 GENERAL REQUIREMENTS

A. Tennessee Motor Vehicle Laws B. Operating Facilities C. Training

1. Lock Out /Tag Out Training

2. Confined Space Training D. Material Delivery, Storage and Handling E. Evacuation

1.02 SUBMITTALS

1.03 SPECIAL SCHEDULING REQUIREMENTS

1.04 CONTRACTOR ACCESS AND USE OF PREMISES

A. Activity Regulations

1. Subcontractors and Personnel Contacts

2. Identification Badges and Installation Access

3. No Smoking Policy B. Facility Hours C. Construction Working Hours D. Work Outside Regular Construction Working Hours E. Occupied Buildings F. Utility Cutovers and Interruptions

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.01 GENERAL REQUIREMENTS

A. Tennessee Motor Vehicle Laws

Contractor shall comply with all Tennessee Motor vehicle laws when on-site. In addition cell phones and radios require hands free operations while vehicle is in operation. The Government will monitor Contractor's compliance and forward non-compliance observations to Contractor for action. Contractor shall ensure compliance of Contractor personnel including taking corrective action for those individuals violating the policy.

B. Operating Facilities

Facilities may be in operation during Contractor's work. The Contracting Officer Representative will coordinate operating Facilities' activities and Contractor's work. Contractor shall request permission from the Contracting Officer Representative forty-five (45) calendar days in advance of the need to perform work that will affect operating facilities. Contractor shall protect Government equipment, tools, materials, and facilities during execution of work and is responsible for repair of damages.

C. Training

1. Lock Out /Tag Out Training

Lock Out /Tag Out Training shall be provided by the Contractor. A plan for the LOTO procedure, including the training plan, shall be submitted by the Contractor to the Government for approval before proceeding with the training and subsequent work.

2. Confined Space Training

Confined Space Training shall be provided by the Contractor. A plan for the Confined Space procedure, including the training plan, shall be submitted by the Contractor to the Government for approval before proceeding with the training and subsequent work.

D. Material Delivery, Storage and Handling

1. All bills of lading for deliveries shall be addressed to Contractor and state the specific delivery location and point of contact. The Contracting Officer Representative is available to assist with delivery coordination.

2. The Government will not accept deliveries for Contractor.

SECTION 01 14 00 Page 3

3. Identify materials delivered to facility with a weather-resistant tag or label with Contractor's name and contact, subcontract number, and contents.

4. Only materials and equipment used in the performance of this contract may be stored at facility. Contractor is responsible for all loss, destruction, or damage to material (including work in progress). Limit laydown and storage to areas designated by the Government. Contractor is responsible for maintaining good housekeeping in storage and laydown areas and shall immediately correct deficiencies noted by the Contracting Officer Representative.

5. Excess material and equipment which is Government property shall be returned to the Contracting Officer Representative for disposition. All other excess material and equipment shall be removed from facility after obtaining Radiological Control (RADCON) release.

Do not store combustible materials within 30 feet of existing facilities.

6. Contractor is responsible for protection and maintenance of Government-Furnished Equipment/Material (GFE) that has been placed in Contractor's care. Damaged GFE shall be repaired or replaced at Contractor's expense.

E. Evacuation

1. Observe and participate in notices to evacuate the work area. The Government will establish requirements for evacuation of work area personnel, as needed, to a designated assembly area. Contractor must account for all personnel on-site at the time of an evacuation. Contractor will be required to participate in drills and exercises.

2. Before evacuating the work area, shut down equipment or make conditions safe unless doing so endangers personnel.

3. Perform evacuation in accordance with Government public address announcements.

1.02 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

Contractor Regulations; G-RO

Transportation of Personnel, Materials, and Equipment; G-RO

List of Contact Personnel; G-RO

SECTION 01 14 00 Page 4

Personnel List; G-RO

Vehicle List; G-RO

1.03 SPECIAL SCHEDULING REQUIREMENTS

a. The entire facility will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

b. Permission to interrupt any Activity road or utility service must be requested in writing a minimum of 45 cal endar days prior to the desired date of interruption

Contractor must request approval from COR 45 cal endar days in advance of need to bring power actuated fastener cartridges on site. Once on-site power actuated fastener cartridges must be keep in locked when not in use.

1.04 CONTRACTOR ACCESS AND USE OF PREMISES

A. Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1. Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

2. Identification Badges and Installation Access

Application for and use of badges will be as directed.

Contractor requests for training, badges, vehicle access, and permits, and the processing of submittals are to be made during regular Construction Work Hours. The Contracting Officer Representative will process Contractor requests during normal Facility Work Hours.

3. No Smoking Policy

Contractor shall comply with the facility Smoking Policy.

The Government will designate and post smoking area for existing trailers, buildings, and structures. Contractor shall designate and post smoking areas for Contractor's construction laydown and storage areas and temporary trailers/facilities located at the facility. Designated smoking areas shall have a boundary barrier, butt receptacle

SECTION 01 14 00 Page 5 and "Smoking Area" posting.

B. Facility Hours

Normal Facility hours are from 7:00 a.m. to 5:30 p.m., Monday through Thursday, excluding Federal Holidays. The Government observes the following Federal Holidays on an annual basis:

New Year's Day MLK Day Washington's Birthday Memorial Day Juneteenth National Independence Day Independence Day Labor Day Columbus Day Veterans Day Thanksgiving Day Christmas Day

C. Construction Working Hours

Regular construction working hours must consist of an 8 1/2 hour period minimum established by the Contracting Officer, between 7:00 a.m. and 5:30 p.m., Monday through Thursday, excluding Federal Holidays. Contractor shall not schedule work on observed Federal Holidays without prior Contracting Officer Representative approval.

D. Work Outside Regular Construction Working Hours

Work outside regular construction working hours requires Contracting Officer approval. Make application 14 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular construction working hours. Make utility cutovers after regular construction working hours or on Saturdays, Sundays, and Federal Holidays unless directed otherwise.

E. Occupied Buildings

The Contractor will be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

F. Utility Cutovers and Interruptions

1. Government will be responsible for Emergency Notification, Fire Alarm, Telecommunication, and Data Communications tie-in to the plant systems. Government will tie-in power to the plant power system.

2. Coordinate with Contracting Officer to make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Federal Holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR CONSTRUCTION

SECTION 01 14 00 Page 6

WORKING HOURS.

3. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

4. Interruption to potable water, fire water, electrical service, sanitary sewer, and natural gas are considered utility cutovers pursuant to the paragraph WORK OUTSIDE

REGULAR CONSTRUCTION WORKING HOURS.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 7

SECTION 01 14 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SINGLE JOB PAYMENT ITEMS

A. Mobilization and Demobilization

1. Payment

2. Unit of Measure B. Viewing Platform Building

1. Payment

2. Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.01 CONTRACT COST BREAKDOWN

SECTION 01 20 00 Page 1

SECTION 01 20 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the PRICING PROPOSAL 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.

A. Mobilization and Demobilization

1. Payment

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

FOR MOBILIZATION AND DEMOBILIZATION.

2. Unit of Measure

Unit of measure: job.

B. Viewing Platform Building

1. Payment

Payment will be made for costs associated with all work necessary for construction of viewing platform building as specified in the contract. Payment will be made at the contract price per single job for "Viewing Platform Building ". This price includes full compensation for furnishing all materials, equipment, and labor required to satisfactorily perform the required work.

2. Unit of Measure

Unit of measure: Job.

PART 2 PRODUCTS

Not Used

SECTION 01 20 00 Page 3

PART 3 EXECUTION

3.01 CONTRACT COST BREAKDOWN

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

SECTION 01 20 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.01 REFERENCES

1.02 SUBMITTALS

1.03 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.01 SOFTWARE

A. Government Default Software B. Contractor Software

PART 3 EXECUTION

3.01 GENERAL REQUIREMENTS

3.02 BASIS FOR PAYMENT AND COST LOADING

A. Activity Cost Loading B. Withholdings / Payment Rejection

3.03 PROJECT SCHEDULE DETAILED REQUIREMENTS

A. Level of Detail Required B. Activity Durations C. Design and Permit Activities D. Submittals, Procurement, and Fabrication Activities E. Closeout Activities F. Mandatory Tasks G. Government Activities H. Standard Activity Coding Dictionary

1. Workers Per Day (WRKP)

2. Responsible Party Coding (RESP)

3. Area of Work Coding (AREA)

4. Modification Number (MODF)

5. Bid Item Coding (BIDI)

6. Phase of Work Coding (PHAS)

7. Category of Work Coding (CATW)

8. Feature of Work Coding (FOW) I. Contract Milestones and Constraints

1. Project Start Date Milestone and Constraint

2. End Project Finish Milestone and Constraint

3. Interim Completion Dates and Constraints

a. Start Phase

b. End Phase J. Calendars K. Open Ended Logic L. Default Progress Data Disallowed M. Out-of-Sequence Progress N. Added and Deleted Activities

SECTION 01 32 01 Page 1

O. Original Durations P. Leads, Lags, and Start to Finish Relationships Q. Retained Logic R. Percent Complete S. Remaining Duration T. Cost Loading of Closeout Activities

1. As-Built Drawings

2. O & M Manuals U. Anticipated Adverse Weather V. Early Completion Schedule and the Right to Finish Early

3.04 PROJECT SCHEDULE SUBMISSIONS

A. Preliminary Project Schedule Submission B. Initial Project Schedule Submission C. Periodic Schedule Updates D. Re-Baseline for Exercised Options

3.05 SUBMISSION REQUIREMENTS

A. Narrative Report B. Schedule Reports

1. Activity Report

2. Logic Report

3. Total Float Report

4. Earnings Report by CLIN

5. Schedule Log C. Network Diagram

1. Continuous Flow

2. Project Milestone Dates

3. Critical Path

4. Banding

5. Cash Flow / Schedule Variance Control (SVC) Diagram

6. Claim Digger/Schedule Comparison Report

3.06 SCHEDULE EXPECTATIONS KICKOFF MEETING (SEKO)

3.07 PERIODIC SCHEDULE UPDATE

A. Periodic Schedule Update Meetings B. Update Submission Following Progress Meeting

3.08 WEEKLY PROGRESS MEETINGS

3.09 REQUESTS FOR TIME EXTENSIONS

A. Justification of Delay B. Time Impact Analysis (Prospective Analysis) C. Forensic Schedule Analysis (Retrospective Analysis) D. Fragmentary Network (Fragnet) E. Time Extension F. Impact to Early Completion Schedule

3.10 FAILURE TO ACHIEVE PROGRESS

A. Artificially Improving Progress B. Failure to Perform C. Recovery Schedule

3.11 OWNERSHIP OF FLOAT

3.12 TRANSFER OF SCHEDULE DATA INTO RMS

3.13 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.01 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

1.02 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

1.03 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

2.01 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

SECTION 01 32 01 Page 3

A. Government Default Software

The Government intends to use Primavera P6 version 18.8.0

B. 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

PART 3 EXECUTION

3.01 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein. 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. Subcontractors, Designers, 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).

3.02 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.

A. 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.

B. 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.

SECTION 01 32 01 Page 4

3.03 PROJECT SCHEDULE DETAILED REQUIREMENTS

A. 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:

B. Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. The unit of measurement for durations is "days". Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than30 calendar days.

C. 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.

D. Submittals, Procurement, and Fabrication Activities

Include activities associated with 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.

Construction and installation task activities in the schedule are required to be linked to the submittal register database.

Maintain submittal register for the project in accordance with Section 01 33 00 Submittal Procedures and 01 45 00.15 10 RESIDENT

MANAGEMENT SYSTEM CONTRACTOR MODE. (RMS CM)

E. Closeout Activities

Include activities associated with the closeout of the project that take place after the Contractor is substantially complete.

The Contractor shall maintain at least 45 days of time, post substantial completion, to account for all closeout related activities. These activities may include, but are not limited to:

Final Punchlist Corrections, Final Walk Through and Acceptance, Preparation and Submission of O&M and As-Builts.

F. Mandatory Tasks

Include the following activities/tasks in the initial project

SECTION 01 32 01 Page 5 schedule and all updates.

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

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

3. Long procurement activities

4. Submission and approval of O & M manuals.

5. Submission and approval of as-built drawings.

6. Contractor's pre-final inspection.

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

8. Government's pre-final inspection.

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

10. Final inspection.

G. Government Activities

Show Government and other agency activities that could impact schedule progress. These activities include, but are not limited to: approvals, 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.

H. 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

SECTION 01 32 01 Page 6

Field Activity Code Length Description

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.

1. Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

2. Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are:

DOR (for the designer of record); ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

3. Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings. Activities cannot have more than one Work Area Code.

SECTION 01 32 01 Page 7

4. Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

5. Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

6. Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are design phase, procurement phase, pre construction phase, construction phase, and closeout Phase.

Each activity can have only one Phase of Work code.

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

b. If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

7. Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to design, design submittal, design reviews, review conferences, permits, construction submittals,construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

8. Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section…