1- SOW N4008524R2669.pdf

Building 7401 Sealant Replacement eProject #1660792 Naval Station Great Lakes, IL

Revised January 2023 Updated April 2024 Page 1 of 12

Building 7401 Sealant Replacement Great Lakes, IL 60088 eProjects WON: 1660792

1. General Description:

The work includes furnishing all labor, transportation, supervision, material, equipment, and performing all operations in connection with removing and replacing all sealant, caulking, and backer rod from pre-cast concrete horizontal structure of Building 7401 parking structure at precast double T sections. Work does not include floor level 1 slab on grade locations. CLIN 002 shall be to provide repairs/replacement of flange-to-flange connections/anchors that show deterioration/rust, plan on providing a unit-price. CLIN 003 shall be to provide positive drainage to the existing floor drains on the second deck via topping slab as shown in in attachments. CLIN 004 shall be to provide positive drainage to the existing floor drains on the third deck via topping slab as shown in in attachments. CLIN 005 shall include repairing exposed rusted reinforcement, plan on providing a per location price. Oils, solvents, industrial chemicals, etc. are to not be stored near any floor drains.

CLIN 001: Base Bid: All work in relation to re-caulk horizontal parking deck joints (Lump Sum)

The following CLINs 002 through 005 are bid options:

CLIN 002: Bid Option: Flange-to-flange connections/anchor repairs (Each, unit price)

CLIN 003: Bid Option: Topping Slab on 2rd Deck (Lump Sum)

CLIN 004: Bid Option: Topping Slab on 3rd Deck “roof” (Lump Sum)

CLIN 005: Bid Option: Reinforcement repair (Per location price)

2. Location:

The work shall be performed at Building 7401, Lake Michigan Parking Structure onboard Naval Station Great Lakes (Great Lakes, IL).

3. Winter Weather:

To ensure adequate protection from winter weather, the Contractor will not perform any work during the period of 01 NOV to 01 APR without submitting a written request and obtaining written approval of the Government Representative.

4. Examination of the Premises:

Contractor shall reference FAR Part 52.236-3, Site Investigation and Conditions Affecting the Work. Site visits are encouraged and can be arranged by contacting the Contracting Office.

5. Inspection and Approval:

All material and workmanship shall be subject to the inspection and approval of the Authorized Government Representative.

6. Minimum Insurance Requirements:

Solicitation N4008524R2669 Attachment 1

Updated April 2024 Page 2 of 12

The contractor shall procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

A. Comprehensive general liability: $500,000 per occurrence.

B. Automobile liability: $200,000 per person; $500,000 per occurrence for bodily injury; and $20,000 per occurrence for property damage.

C. Workmen's compensation: As required by Federal and State workers' compensation and occupational disease laws.

D. Employer's liability coverage: $100,000 except in States where workers' compensation may not be written by private carriers.

E. Others as required by State law.

Before commencing work under this contract, the Contractor shall receive notification of an approved insurance certificate from the Contracting Officer. The policies evidencing required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government’s interest shall not be effective-

a. For such period as the laws of the State in which this contract is to be performed prescribe; or

b. Until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

7. Submittals:

The Contractor shall submit two (2) hard copies and electronic PDFs of the contract submittals after award.

All submittals shall be approved by the Government Representative prior to the start of work. Contractor can submit submittals electronically via email if the type of submittal allows it. For example, floor tile samples obviously could not be sent electronically. All Safety Data Sheets shall be supplied to the Government Representative.

A. Required Post-award Submittals:

1. Administrative submittals

a. Insurance (see para. 6)

b. Accident Prevention Plan (see safety specification)

c. Safety Plan

d. Lift Plan (if applicable)

e. Hazardous Material Survey

f. Asbestos Hazard Abatement Plan (if applicable)

g. Lead Compliance Plan (if applicable)

h. Construction Schedule

i. Environmental Protection & Waste Management Plan

j. ECATTS Training Certs

k. Schedule of Values

l. Provide in writing the DOR that is a licensed engineer or architect that has experience related to the subject matter, the work and/or project.

Updated April 2024 Page 3 of 12

B. Technical Submittals, product manufacturer’s literature with specifications and drawings. All scope of work, drawing and specifications shall comply with FC 1-300-09N, Navy and Marine Corps Design Procedures.

a. Specifications & drawings (the specifications and drawings must depict all work required for the project including all associated disciplines)

b. Product manufacturer’s literature

c. Final As-Builts

i. One (1) full-size and one (1) half-size hard copy of all drawings and specifications

ii. Electronic deliverable:

1. Full-size PDFs of all drawings and specifications.

2. Unencrypted all drawings in .dwg format in AutoCAD 2020 format (inclusive of all external references).

3. Combined PDF of all cut sheets, progress photos, RFIs, weekly/bi-weekly meeting notes, and submittals.

d. Operation & Maintenance Support Information (OMSI)

i. Three (3) bound hard copies of all OMSI materials.

ii. PDF versions of all OMSI materials (unencrypted).

8. Applicable Codes and Standards

The design and construction must be in accordance with the latest revision/edition of the following referenced codes and standards. The term "Latest Revision/Edition" is defined as the version as of the project award date. The design and construction shall be also be in accordance with local Codes, Manufacturer’s Instructions/recommendations.

• UFC 1-200-01 DoD Building Code

• UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard with Change 3

• FC 1-300-09N Navy and Marine Corps Design Procedures

• UFC 3-101-01 Architecture, with Change 1

• UFC 3-190-06 Protective Coatings and Paints

• UFC 3-250-01 Pavement Design for Roads and Parking Areas

• UFC 3-250-04 Standard Practice for Concrete Pavements, With Change 2

• UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and

Flexible Pavements

• UFC 3-270-08 Pavement Maintenance Management

• UFC 3-301-01 Structural Engineering, with Change 1

• ACI 562-21 Assessment, Repair, and Rehabilitation of Existing Concrete

Structures – Code and Commentary

• ACI 546R-14 Guide to Concrete Repair

9. Materials and General Requirements:

The work includes furnishing all labor, transportation, supervision, material, equipment, and performing all operations in connection with performing initial evaluation, prepare design drawings/details/recommendations, submit for review/approval, remove existing joint materials, DOR to re-evaluate and provide recommendations followed by replacement.

The base bid replacement/fix shall include removing and replacing all sealant, caulking, and backer rod from pre-cast concrete horizontal structure of Building 7401 parking structure at precast double T sections.

Updated April 2024 Page 4 of 12

Work does not include floor level 1 slab on grade locations. CLIN 002 shall be to provide repairs/replacement of flange-to-flange connections/anchors that show deterioration/rust, plan on providing a unit-price. CLIN 003 & CLIN 004 shall be provided that will provide positive drainage to the existing floor drains on the second and third deck via topping slab as shown in in attachments. CLIN 005 shall include repairing exposed rusted reinforcement, plan on providing a per location price. All work that is performed and installed shall be per manufacturer’s recommendations and specifications.

CLIN 001: Base Bid: All work in relation to recaulk horizontal parking deck joints (Lump Sum)

The following CLINs 002 through 005 are bid options:

CLIN 002: Bid Option: Flange-to-flange connections/anchor repairs (Each, unit price)

CLIN 003: Bid Option: Topping Slab on 2rd Deck (Lump Sum)

CLIN 004: Bid Option: Topping Slab on 3rd Deck “roof” (Lump Sum)

CLIN 005: Bid Option: Reinforcement repair (Per location price)

Building 7401 is on the RTC side of Naval Station Great Lakes and is experiencing recurring issues with water drainage in-between the concrete seams on the above ground level of the parking structure.

Residual water is posing a safety hazard especially during the colder months when the rain and snow freezes on the deck creating slip hazards which is causing injures to visitors and staff. The parking structure consists of two above ground levels, inclusive of split ramp areas totally 176,092 SF.

Contractor shall verify all existing conditions and type of installation prior to install. All materials shall match the existing surrounding colors as close as possible to render them almost invisible with a passing inspection.

Remove, rout out and prepare for prime and replace all horizontal including cove joints between walls and deck of joints on Building 7401 with the exception of slab on grade joints. Slab on grade joints i.e.

non precast double Ts shall remain as is. Joint replacement includes but not limited to replacing all sealants, caulking, backer rod, mortar and grout around all exterior precast panel systems, bottom panel joints, coves and deck. Provide backer rod/expansion joint in various sizes as required with up to 100% movement. Expansion joint and back rod, joint sealant/caulking materials shall be highway grade, watertight, UV stable, conducive to extreme temperature fluctuations and snow plowing.

Provide joint materials in various sizes as required. Installing materials to appropriate depth. Prep existing substrate per manufacturer’s instructions.

Prime and install new joint materials of the highest quality commercially available warranted for not less than 5 years. Products shall demonstrate a history of performance of a minimum of 15 plus years.

Sealant/caulking shall have elastomeric or silicone properties. When cured, it shall form a tough resilient joint seal that resists penetration, abrasion, and remains flexible when exposed to weather and aging.

Care shall be taken to not simply surface apply the sealant/caulking to the existing joints without properly removing the old sealant/caulk/expansion joint material and providing proper preparation of the new material. All completed joints shall appear as though they were original and shall meet manufacturer’s recommendations.

CLIN 002: As a bid option, all flange-to-flange connections/anchors shall be re-evaluated after removal of joint materials to determine if they are still sound. Contractor shall provide signed and sealed from

Updated April 2024 Page 5 of 12

DOR the locations, details and calculations, etc. of proposed repair locations of connections/anchors.

DOR to perform investigation and provide repair recommendations. NAVFAC can evaluate, and determine which areas to be repaired based on details and recommendations. The Contractor shall provide a unit price for these connections.

CLIN 003: As a bid option, provide a pavement topping on sloped parking areas to provide positive pitch/drainage to the existing floor drains on the 2rd deck only from vertical wall panel outward towards drains. Topping shall blend into the adjacent areas. Contractor shall provide a lumps sum price.

CLIN 004: As a bid option, provide a pavement topping on sloped parking areas to provide positive pitch/drainage to the existing floor drains on the 3rd deck “roof” only from vertical wall panel outward towards drains. Topping shall blend into the adjacent areas. Contractor shall provide a lumps sum price.

CLIN 005: As a bid option, in areas were reinforcement is rusted, exposed and deteriorated, repair them.

Repair shall comply with proper ACI requirements, UFCs, Codes and manufacturer’s instructions. The Contractor shall provide a per location price for this project.

All work shall be fully complete, water tight and ready for full use at the time of completion. Prior to completion of work, testing in multiple areas of each deck shall be done to ensure no water is moving from one deck to another. Government representatives shall be provided an adequate opportunity to witness the water leakage tests. Provide a minimum of 72 hours advance notice to the Government contracting officer before performing in-situ field testing.

All work that is performed and installed shall be per Codes, UFCs, manufacturer’s specifications, recommendations and be warranted per contract specifications. Contractor will restore site to pre-existing conditions upon completion of work. Refer to attached original drawings for existing conditions. Provide pedestrian and traffic control to re-route as required to section off areas for work.

*Advanced notice of the project start date and coordination of efforts shall be established as far in advance as possible to minimize impact to RTC operations. All efforts shall be made not to impact the RTC graduations.

Conduct a Hazardous Material Survey of the areas directly impacted by the project prior to start of work.

Based on the survey results, an Asbestos Design, Asbestos Hazard Abatement Plan, Lead Design and/or Lead Compliance Plan may be required. Refer to Section 11, Environmental Protection, for specific requirements.

10. Drawings and/or Sketches Accompanying Specifications:

A. Navy eCMS B. Great Lakes Safety Requirements C. Great Lakes Quality Control D. Great Lakes Environmental Requirements E. DBIDS Standard Operating Procedures F. Cybersecurity G. Reference Drawings H. Photographs I. Precast Parking Structure Manual (included separately) J. Joint Detailing Best Practices

Updated April 2024 Page 6 of 12

Attached drawings are provided for reference purposes and general information only. They may contain errors and/or discrepancies and should not be relied upon to be 100% accurate. These drawings might be outdated and changes may have occurred. Actual field conditions shall be verified by Contractor.

11. Cleanup:

Upon completion of work each day the Contractor shall remove all excess material and debris from the Government property, and leave the entire area in a neat and clean condition. Proper disposal of any materials and/or debris shall be the responsibility of the Contractor and all costs shall be incorporated in the contract price. Abandoning or landfilling demolition debris on-site is prohibited.

12. Environmental Protection:

Naval Station Great Lakes (NSGL), including contractor project work site(s) are subject to Federal, State, and local regulatory inspection to verify compliance with environmental regulations. The Contractor shall cooperate fully with all regulatory representatives which may visit their job site and shall provide immediate notification to the Navy Contracting Officer (NCO). The contractor shall complete, maintain, and make available to the NCO, NSGL designated representative or regulatory agency all documentation relating to environmental compliance as requested.

Contractor must minimize land disturbance during construction. All saw cutting must be done so that dust is not released into the air. Any runoff from these activities and any other activities associated with this project must be routed so that all sediment is removed before the reaching any drains to the storm water system.

A. Procurement of Recycled Content Materials:

Contractors shall procure all materials for projects on Government property in accordance with Executive Order 13101 of September 14, 1998 “Greening the Government through Waste Prevention, Recycling and Federal Acquisition”. A listing of recycled content materials available to be utilized can be found in the United States Environmental Protection Agency (U.S. EPA) Comprehensive Procurement Guidelines (CPG) listing: http://www.epa.gov/cpg/products.htm.

Contractor shall provide documentation regarding compliance with this Order to the Contracting Officer’s representative.

B. Control and Disposal of Solid Wastes:

Pick up solid wastes and place in covered containers, which are regularly emptied. Recycling is mandatory aboard Naval Station Great Lakes, Illinois. This includes, but is not limited to, Construction & Demolition (C&D) debris, aluminum, paper, cardboard, and glass. All recycling efforts can be coordinated with the Contracting Officer.

C. Identification, Control, and Disposal of Regulated Materials and Waste:

Control and disposal of all hazardous regulated waste (waste regulated by state, local, or federal law, Navy or other agency, regulation or other policy) generated as a consequence of execution of this project shall be the responsibility of the Contractor and is to be included in the contract price.

Contractor is responsible for all Regulated Materials (materials regulated under State, Local or Federal law, Navy or other agency regulation or policy, including, but not limited to Asbestos or Lead based paint) or Regulated Wastes as defined above, which are created in the course of the project, used in the project or brought on Government property by the Contractor. Contractor shall

Updated April 2024 Page 7 of 12 immediately notify the Contracting Officer or his/her designated representative in the event that any unforeseen Regulated Waste or Regulated Material is encountered in the course of the work described herein. Due care has been taken to identify any Regulated Materials or Regulated Wastes which should reasonably encountered in the course of the project, notwithstanding this, Contractor has primary responsibility for 1) identifying all Regulated Wastes or Regulated Materials encountered or generated in the course of the project and 2) complying with all applicable Policies, and State, Local or Federal regulations pertaining to these Regulated Wastes and/or Regulated Materials including, but not limited to, safety policies and regulations. All costs associated with complying with these requirements shall be included in the contract price.

1. Regulated Waste as defined above, shall be generated, stored, and disposed of in compliance with Navy Policy and all applicable Federal, State, Local regulations. The Contractor is responsible for familiarizing themselves with all these requirements. Contact the Navy’s Designated Hazardous Waste Program Manager (via NAVFAC’s Construction Manager) for Navy Hazardous Waste policy.

2. Prior to any regulated waste being generated or stored, the Contractor shall contact the Navy’s

Designated Hazardous Waste Program Manager to request approval of the proposed location for any waste accumulation area. The Contractor shall appoint a single point of contact along with a contact for all such areas and provide a contact number for that person. The contact must be accessible 24 hours a day and identified in the Site Specific Environmental Protection Plan.

3. Contractor shall dispose of all Contractor generated waste at a licensed permitted disposal facility acceptable to the Government. The Government, in its sole judgment, reserves the right to approve or disapprove contractor disposal facilities based on their potential effect on the Governments disposal related liability. Abandoning soil piles or demolition debris on site is prohibited.

4. All representations to third parties regarding the nature of Regulated Waste(s) generated in the course of the project and the Navy’s Designated Hazardous Waste Program Manager must approve shipping documents related to movement of any Regulated Wastes in advance. Where signature of the owner or operator is required, such signature shall be requested via the Navy’s Designated Hazardous Waste Program Manager. Arrangements to review documents shall be scheduled a minimum of 2 business days in advance of the shipment, during normal business hours Monday through Friday, except in emergencies. Waste pickups must be scheduled at a time acceptable to the Navy Project Representative and Navy’s Designated Hazardous Waste Program Manager. The Contractor shall be responsible for completing and obtaining approval of the appropriate authorities for all documents necessary to comply with Navy Policy as well as State, Local and Federal regulations and/or requirements. Generators' copies of all shipping documents from disposal facilities, as well as Certificates of Disposal/Recycling shall be returned to the Navy’s Designated Hazardous Waste Program Manager within forty-five (45) days of shipment off station. The items requiring review and approval include, but are not limited to the following:

a. Prime Contractor:

-Laboratory Reports on Waste Streams

- Profile Sheets -Completed “Disposal Facility Environmental Audit” form from TSDF

b. Transporter:

Updated April 2024 Page 8 of 12

-Name, address, phone number, and Point of Contact.

-Copies of transporter permits and hauler I.D. number.

-Proof of Insurance

- Disposal Facility: (TSDF)

5. Lay-down areas shall be pre-approved by the Navy. Lay-down areas shall not be located near environmentally sensitive areas, e.g. near storm drains.

D. Release or Spill of Regulated Substance or Violation of Law:

a. Spills or chemical releases occurring on Navy property. All spills or release of petroleum products (including cooking oil and animal grease), hazardous substances, regulated waste, regulated gases or sewage occurring on Navy property shall be reported immediately to:

a. NSGL PWD 24-Hour Service Desk (847) 204-3630

b. Region Dispatch Center (757)773-3623/3624 or 911 (HAZMAT, Fire, Police, Ambulance) (847) 688-3333

c. NSGL Environmental Division (847) 688-5395 x270

(630) 715-8765

m. The Navy will take prompt response action as deemed necessary to contain and otherwise resolve spills or releases with potential impact to environmentally sensitive areas occurring on NSGL including storm sewers; Lake Michigan tributary waters; creeks/streams/wetlands;

critical habitats; and protected/susceptible habitats.

n. Off-site spills or releases. All spills or releases occurring off-site involving government property is responsibility of the Contactor to be reported to authorized Navy representatives:

i. NSGL PWD Duty Officer (847) 204-3630 (after normal business hours)

ii. Navy Contract Official (as identified at PAK)

iii. PWD Environmental Division (847) 688-5395 x270 or

(630) 715-8765

o. Reporting of spills or releases. The Navy’s designated PWD Environmental Representative is responsible for reporting spill or release incidents occurring on Navy property to Federal, State, and local agencies. Contractor is responsible for reporting all incidents occurring off Navy property.

p. Liability. Spills and/or chemical release cleanup, remediation, damage to the environment and other related costs incurred resulting from Contractor actions shall be the responsibility of the Contractor. Such actions taken by the Navy or its designated responder(s) as deemed appropriate and necessary, shall be at the expense of the responsible Contractor.

E. Environmental Permits and Licenses

Updated April 2024 Page 9 of 12

The Contractor including representative(s) thereof, is prohibited from initiating contact with local, State, or federal agencies on behalf of NSGL without prior written consent from the Navy. This requirement shall apply to all correspondence, permits, spills, or environmental emergency incidents occurring on NSGL. Draft copy of all environmental permits or other authorizations shall be submitted to the NSGL Public Works Department Environmental Division (PWD-EV DIV), via the NAVFAC Construction Manager, for approval prior to submission to the pertinent regulatory agency. Permits or other regulatory authorizations shall be received by the Contractor with copy provided to the NCO prior to start of field work. Permits or regulatory authorizations include but not limited to - Storm Water Permits, and NSGL Temporary Tank Authorization.

F. Hazardous Material Survey and Abatement

HAZARDOUS MATERIAL SURVEY

A survey report of asbestos, lead-based paint (LBP), paint containing lead, cadmium, and/or chromium, and other hazardous materials is not available to support this project.

Prior to starting work, verify the location and condition of asbestos-containing materials, LBP, paint containing lead, cadmium and/or chromium, and other hazardous materials affected by this project. Conduct any additional sampling and testing that may be needed to provide a comprehensive final design. Perform additional inspections in accordance with UFC 1-300-09N, Navy and Marine Corps Design Procedures and UFC 3-810-01N, Navy and Marine Corps Environmental Engineering for Facility Construction and provide a report. Include the report in all design submittals.

Remove and dispose of the following hazardous materials: asbestos, lead-based paint, paint containing lead, cadmium and/or chromium, mercury and low level radioactive components, PCBs, ozone depleting substances, animal droppings, molds and spores.

If any unforeseen hazardous materials are encountered during demolition or construction, it shall be brought to the Government's attention for action. The Contractor shall immediately notify the Government of potential schedule impacts from the discovered materials.

PRIVATE QUALIFIED PERSON (PQP)

The General Contractor is required to hire as a first tier subcontractor a PQP to ensure compliance with the approved work plans and perform independent inspections, testing and verification of the hazardous components work to be performed including: asbestos, lead-based paint, paint containing lead, cadmium and/or chromium, mercury & LLR components, PCBs, ODS, animal droppings and molds and spores. The PQP shall be appropriately licensed in the State of project site location.

ASBESTOS ABATEMENT

Work involving the removal of asbestos-containing materials shall be performed in accordance with the Government-approved Asbestos Hazard Abatement Plan as described in UFGS 02 82 00.

The Designer of Record shall edit UFGS 02 82 00, Asbestos Remediation, and submit for Government review and approval. The Designer of Record must be an EPA-accredited Asbestos Project Designer and be appropriately licensed in the State of project site location. After approval of the specification, the Contractor shall hire a Private Qualified Person (PQP) to prepare the Asbestos Hazard Abatement Plan. The PQP must be a first tier subcontractor. The plan shall be

Updated April 2024 Page 10 of 12 prepared in accordance with the requirements of the approved specification. Submit the plan for Government review and approval. Abatement work shall not begin until both the specification and Asbestos Hazard Abatement Plan are approved by the Government.

PAINT RELATED WORK – LEAD, CADMIUM, CHROMIUM AND OTHER HAZARDOUS METALS

Work involving the disturbance of lead-based paint or paint containing lead, cadmium and/or chromium shall be performed in accordance with the Government-approved Lead, Cadmium and Chromium Compliance Plan as described in UFGS 02 83 00. The Designer of Record shall edit UFGS 02 83 00, Lead Remediation, and submit for Government review and approval. The Designer of Record must be an EPA-accredited Lead Abatement Project Designer or Supervisor and be appropriately licensed in the State of project site location. The Lead, Cadmium and Chromium Compliance Plan shall be prepared in accordance with the requirements of the approved specification. Submit the plan for Government review and approval. Work shall not begin until both the specification and Lead, Cadmium and Chromium Compliance Plan are reviewed and approved by the Government.

13. Working Hours:

The work shall be accomplished during normal working hours which are 0600 to 1700. However, no work shall be performed on Thursdays, which is when the facility is used for RTC Graduation. In addition, no work shall be performed on Fridays from 0600-1000 at the first and second deck levels, which is when those portions are used for Family Integration Days. Any work on the weekends or outside of normal working hours must first be approved by the Government Contracting Officer. Finally, no work shall be performed on Federal, State, and/or local Holidays unless special arrangements are made through the Government Representative. Coordinate the exact work schedule with the Government Contracting Officer.

14. Safety:

Contractor shall follow all Federal, State, County, and Local Safety Requirements as well as the Specifications Section 01 35 2605.20 and EM 385-1-1. The most stringent guidelines shall be used.

A. Contractor shall follow all Safety Requirements that pertain to this project as stated in the Specification Section 01 35 2605.20, Safety Requirements, which is included with the SAP.

B. Safety will be enforced as per the latest edition of US Army Corps of Engineers Safety and Health

Requirements Manual, EM 385-1-1. All applicable Sections of the Manual will be enforced.

C. Safety Data Sheets shall be provided to the contracting officer before work begins.

15. Pre-Performance Conference:

Within 5 workdays of issuance contract award, the Contractor shall contact the Public Works Department Great Lakes Construction Manager (as assigned) to schedule a pre-performance conference.

A. Provide Informal Partnering.

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership with the contractor and its subcontractors. The partnership will draw on the strength of each organization in an effort to achieve a quality project done right the first time, within budget, Updated April 2024 Page 11 of 12 on schedule, and without any safety mishaps. These partnering objectives are providing the basis for the contractor to make a reasonable profit. This level of partnering is part of the Post Award Kickoff (PAK). The Contracting Officer will organize the partnering session with key personnel of the project team, including Contractor’s personnel and Government personnel. The partners will determine the frequency of the follow-on sessions. Partnering sessions should be held at or near the location of the work being complete or via phone.

16. Invoicing Instructions:

Requests for payment will be processed in accordance with the Contract Clause "FAR 52.232-27, Prompt Payment Construction Contracts." Submit all documents electronically in PDF format.

A. The Contract Performance Statement on the form furnished by the Government for this purpose, showing in detail, the estimated cost, percentage of completion, and value of completed performance.

B. Final invoice shall be accompanied by Final Release Form.

C. Updated construction and equipment delivery schedules.

D. Contractor Safety Self Evaluation Checklist.

E. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

F. Final invoices not accompanied by Final Release Form will be considered incomplete and will be returned to the Contractor.

This contract utilizes Wide Area Workflow (WAWF) for electronic invoicing. The contractor is responsible for registering for a WAWF account at the following website:

https://wawf.eb.mil

Information needed to register for a WAWF account will be included in the contract award document.

Training can be found at:

https://wawftraining.eb.mil/ and http://www.wawftraining.com

17. Contractor's Daily Reports:

Contractor shall submit daily reports directly to the Government Representative the day after the work has taken place. Daily reports shall indicate the repairs, type, quantity and locations. The report form can be obtained at the pre-performance conference.

18. Station Regulations:

Contractor shall abide by all station regulations, including all security requirements, drug and alcohol abuse policies, and sexual harassment policies.

19. Commencement of Work:

Updated April 2024 Page 12 of 12

Contracting shall notify the building occupants at least three (3) working days prior to start of work. Contractor will only start construction upon Government authorization.

20. Contractor Parking and Storage Areas:

Parking and storage areas must be coordinated during the on-site pre-performance meeting. The government will not assume responsibility for any contractor vehicles, equipment or materials stored in the work area. Additional space needs must be coordinated through the Contracting Officer’s Representative.

21. Defense Biometric Identification System (DBIDS):

Commander, Navy Installations Command (CNIC), has established the Defense Biometric Identification System (DBIDS) program for contractors to obtain access to the installation; participation in the program is mandatory to obtain necessary clearance and badges for access.

The Defense Biometric Identification System (DBIDS) increases installation security and communications by receiving frequent database updates on changes to personnel/credential status, law enforcement warrants, lost/stolen cards, and force protection conditions. The system provides a continuous vetting anytime the DBIDS card is scanned at an installation entry point.

To obtain a DBIDS credential, complete and submit to the base sponsor a minimum of 15 days in advance a SECNAV FORM 5512/1 for each individual requiring access to the base. There is no cost to obtain a DBIDS credential.

Upon completion of the background check, the Visitor Control Center representative will complete the DBIDS enrollment process, which includes your photo, finger prints, base restrictions, and other assessments prior to issuing the DBIDS credential.

Under DBIDS, no commercial vehicle inspection is required, other than for Random Anti-Terrorism Measures (RAM) or in the case of an elevation of Force Protection Conditions (FPCON).

Immediately report instances of lost or stolen DBIDS credentials to the Contracting Officer. Documents can be found in Attachments.

Section 01 31 23.13 20 Page 1

SECTION 01 31 23.13 20

ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT MANAGEMENT SYSTEM

05/17

PART 1 GENERAL

1.1 CONTRACT ADMINISTRATION

Utilize the Naval Facilities Engineering Command's (NAVFAC's) Electronic Construction and Facility Support Contract Management System (eCMS) for the transfer, sharing and management of electronic technical submittals and documents. The web-based eCMS is the designated means of transferring technical documents between the Contractor and the Government. Paper media or e-mail submission, including originals or copies, of the documents identified in Table 1 are not permitted, except where eCMS is unavailable or non-functional. Contact the Contracting Officer's Representative (COR) regarding availability of eCMS training and reference materials.

1.2 USER PRIVILEGES

The Contractor will be provided access to eCMS. All technical submittals and documents must be transmitted to the Government via the COR. Project roles and system roles will be established to control each user's menu, application, and software privileges, including the ability to create, edit, or delete objects.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00.05 20

CONSTRUCTION SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contractor's Personnel; G

1.4 SYSTEM REQUIREMENTS AND CONNECTIVITY

1.4.1 General

The eCMS requires a web-browser (platform-neutral) and Internet connection.

Obtain from an approved vendor an External Certification Authority (ECA), Primary Key Infrastructure (PKI) certificate, or other similar digital identification to support two-factor authentication and access to eCMS.

Provide and maintain computer hardware and software for the eCMS access throughout the duration of the contract for all Contractor-designated users.

Provide connectivity, speed, bandwidth, and access to the Internet to ensure adequate functionality. Neither upgrading of the Contractor's computer system nor delays associated from the usage of the eCMS will be justification or grounds for a time extension or cost adjustment to the Contract.

1.4.2 Contractor Personnel List

Naval Station Great Lakes, IL eProject #1660792

Section 01 31 23.13 20 Page 2

Within 20 calendar days of contract award, provide to the Contracting Officer a list of Contractor's personnel who will have the responsibility for the transfer, sharing and management of electronic design, technical submittals and documents and will require access to the eCMS. Project personnel roles to be filled in the eCMS include the Contractor's Project Manager, Designer of Record, Superintendent, Quality Control (QC) Manager, and Site Safety and Health Officer (SSHO). Personnel must be capable of electronic document management. Notify the COR immediately of any personnel changes to the project. The Contracting Officer reserves the right to perform a security check on all potential users. Provide the following information:

First Name Last Name E-mail Address Office Address Project Role (e.g. Project Manager, QC Manager, Superintendent)

1.5 SECURITY CLASSIFICATION

In accordance with Department of Navy guidance, all military construction contract data are unclassified, unless specified otherwise by a properly designated Original Classification Authority (OCA) and in accordance with an established Security Classification Guide (SCG). Refer to the project's OCA when questions arise about the proper classification of information.

The eCMS must only be used for the transaction of unclassified information associated with construction projects. In conformance with the Freedom of Information Act (FOIA), Department of Defense Manual 5200.01-V4: DoD Information Security Program: Controlled Unclassified Information (CUI), and DoD requirements, any unclassified project documentation uploaded into the eCMS must be designated either "U - UNCLASSIFIED" (U) or "FOUO -

UNCLASSIFIED-FOR OFFICIAL USE ONLY" (FOUO).

1.6 ECMS UTILIZATION

Establish, maintain, and update data and documentation in the eCMS throughout the duration of the contract.

1.6.1 Information Security Classification/Identification

The eCMS must be used for the transmittal of the following documents. This requirement supersedes conflicting requirements in other sections), however, submittal review times in Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES remain applicable. Table 1 - Project Documentation Types provides the appropriate U and FOUO designations for various types of project documents. Construction documents requiring FOUO status must be marked accordingly. Apply the appropriate markings before any document is uploaded into eCMS. Markings are not required on U documents.

Table 1 also identifies which eCMS application is to be used in the transmittal of data (these are subject to change based on the latest software configuration). If a designated application is not functional within 4 hours of initial attempt, defer to the Submittal application and submit the required data as an uploaded portable document (e.g. PDF), word processor, spreadsheet, drawing, or other appropriate format. Hard copy or

Section 01 31 23.13 20 Page 3 e-mail submission of these items is acceptable only if eCMS is documented to be not available or not functional. For Submittals, select the following:

Preparation by = Contractor personnel assigned to prepare the submittal Approval by = Contracting Officer Representative (COR) Returned by = Design Lead/Manager Forwarded to = Contractor project manager

Table 1 - Project Documentation Types

SUBJECT/NAME CLASS REMARKS ECMS APPLICATION

As-Built Drawings U Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

Document management, documents, submittals

Base Access Request/Approval

FOUO 1. Verify applicability with local installation security procedures via the Administrative Contracting Office

2. Redact Social Security Numbers (SSNs) prior to upload into eCMS, unless SSNs are required by the local security office to support security clearance investigations or verifications

Communications management, communications

Building Information Modeling (BIM)

U 1. Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

2. Design reviews will be performed in existing "Dr Checks"

Document management, documents, submittals

Construction Permits

U Refer to rules of the issuing activity, state or jurisdiction

Document management, documents, submittals

Construction Schedules (Activities and Milestones)

U After the schedule submittal is approved by the COR, import the schedule file into the scheduling application, and select "Approve" to establish a new schedule baseline

Document management, documents, submittals

Section 01 31 23.13 20 Page 4

Construction Schedules (Cost- Loaded)

FOUO Document management, documents, submittals

DD 1354 Transfer of Real Property

U Document management, documents, submittals

Daily Production Reports

FOUO Provide weather conditions, crew size, man-hours, equipment, and materials information

Site management, Daily Report

Daily Quality Control (QC) Reports

FOUO Provide QC Phase, Definable Features of Work Identify visitors

Site management, Daily Report

Designs and Specifications

U 1. Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

2. Design reviews will be performed in existing "Dr Checks"

Document management, documents, submittals

Environmental Notice of Violation (NOV), Corrective Action Plan

U Refer to rules of the issuing activity, state or jurisdiction

Document management, documents, submittals

Environmental Protection Plan

(EPP)

FOUO Document management, documents, submittals

Jobsite Documentation, Bulletin Board, Labor Laws, SDS

U Document management, documents, submittals

Meeting Minutes FOUO Communication management, meeting minutes

Section 01 31 23.13 20 Page 5

Photographs U Subject to base/installation restrictions

Document management, documents, submittals

QCM Initial Phase Checklists

FOUO Site management, Checklists

QCM Preparatory Phase Checklists

FOUO Site management, Checklists

Quality Control Plans

FOUO Document management, documents, submittals

QC Certifications U Document management, documents, submittals

QC Punch List U Site management, Punch lists

Red-Zone Checklist U Site management, Checklists

Rework Items List FOUO Site management, Punch lists

Request for Information (RFI) Post-Award

FOUO Communications management, RFIs

Safety Plan FOUO Site management, Daily Report

Safety - Activity Hazard Analyses

(AHA)

FOUO Site management, Daily Report

Safety - Mishap Reports

FOUO Site management, Daily Report

Section 01 31 23.13 20 Page 6

SCIF/SAPF

Accreditation Support Documents

FOUO Note: Some Construction Security plans may be classified as Secret.

Classified information must not be uploaded into eCMS. Refer to the Site Security Manager, as applicable.

Document management, documents, submittals

Shop Drawings U Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

Document management, documents, submittals

Storm Water Pollution Prevention (Notice of Intent - Notice of Termination)

U Refer to rules of the issuing activity, state or jurisdiction

Document management, documents, submittals

Submittals and Submittal Log

U Document management, documents, submittals

Testing Plans, Logs, and Reports

FOUO Site management, QC inspection and testing plan

Training/Reference Materials

U Document management, documents, submittals

Training Records (Personnel)

FOUO Document management, documents, submittals

Utility Outage/Tie- In Request/Approval

FOUO Document management, documents, submittals

Warranties/BOD Letter

FOUO Document management, documents, submittals

Section 01 31 23.13 20 Page 7

Quality Assurance Reports and Compliance Notices

FOUO GOV ONLY

Other Government-prepared documents

FOUO GOV ONLY

All O ther Documents

FOUO Refer to FOIA guidelines and contact the FOIA official to determine whether exemptions exist

As applicable

1.6.2 Markings on FOUO documents

a. Only FOUO documents being electronically uploaded into the eCMS (.docx, .xlsx, .pptx, .pdf, .jpg, .zip, and others as appropriate), and associated paper documents described in the paragraph CONTRACT ADMINISTRATION require FOUO markings as indicated in the subparagraphs below.

b. FOUO documents that are originally created within the eCMS application using the web-based forms (RFIs, Daily Reports, and others as appropriate) will be automatically watermarked by the eCMS software, and these do not require additional markings.

c. FOUO documents must be marked "UNCLASSIFIED//FOR OFFICIAL USE ONLY" at the bottom of the outside of the front cover (if there is one), the title page, the first page, and the outside of the back cover (if there is one).

d. FOUO documents must be marked on the internal pages of the document as

"UNCLASSIFIED//FOR OFFICIAL USE ONLY"' at top and bottom.

e. Where Installations require digital photographs to be designated FOUO, place the markings on the face of the photograph.

f. For visual documentation, other than photographs and audio documentation, mark with either visual or audio statements as appropriate at both the beginning and end of the file.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

Section 01 35 26 Page 1

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

11/20

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.

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.3 (2020) Tower Cranes

ASME B30.5 (2018) Mobile and Locomotive Cranes

ASME B30.7 (2016) Winches

ASME B30.8 (2015) Floating Cranes and Floating Derricks

ASME B30.9 (2018) Slings

ASME B30.20 (2018) Below-the-Hook Lifting Devices

ASME B30.22 (2016) Articulating Boom Cranes

ASME B30.23 (2016) Personnel Lifting Systems Safety

Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks, and Slings

ASME B30.26 (2015; R 2020) Rigging Hardware

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.22 (2007; R 2017) Safety Requirements for Rope-

Guided and Non-Guided Workers’ Hoists

ASSP A10.34 (2001; R 2012) Protection of the Public on or

Adjacent to Construction Sites

ASSP A10.44 (2020) Control of Energy Sources

(Lockout/Tagout) for Construction and Demolition Operations

ASSP Z244.1 (2016) The Control of Hazardous Energy

Lockout, Tagout and Alternative Methods

ASSP Z359.0 (2018) Definitions and Nomenclature Used for

Fall Protection and Fall Arrest

ASSP Z359.1 (2016) The Fall Protection Code

Section 01 35 26 Page 2

ASSP Z359.2 (2017) Minimum Requirements for a Comprehensive Managed Fall Protection Program

ASSP Z359.3 (2019) Safety Requirements for Lanyards and

Positioning Lanyards

ASSP Z359.4 (2013) Safety Requirements for Assisted-

Rescue and Self-Rescue Systems, Subsystems and Components

ASSP Z359.6 (2016) Specifications and Design Requirements for Active Fall Protection Systems

ASSP Z359.7 (2019) Qualification and Verification Testing of Fall Protection Products

ASSP Z359.11 (2014) Safety Requirements for Full Body

Harnesses

ASSP Z359.12 (2019) Connecting Components for Personal

Fall Arrest Systems

ASSP Z359.13 (2013) Personal Energy Absorbers and Energy

Absorbing Lanyards

ASSP Z359.14 (2014) Safety Requirements for Self-

Retracting Devices for Personal Fall Arrest and Rescue Systems

ASSP Z359.15 (2014) Safety Requirements for Single Anchor

Lifelines and Fall Arresters for Personal Fall Arrest Systems

ASSP Z359.16 (2016) Safety Requirements for Climbing

Ladder Fall Arrest Systems

ASSP Z359.18 (2017) Safety Requirements for Anchorage

Connectors for Active Fall Protection Systems

ASTM INTERNATIONAL (ASTM)

ASTM F855 (2019) Standard Specifications for Temporary

Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1048 (2016) Guide for Protective Grounding of

Power Lines

IEEE C2 (2017; Errata 1-2 2017; INT 1 2017) National

Electrical Safety Code

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA Z535.2 (2011; R 2017) Environmental and Facility

Safety Signs

Section 01 35 26 Page 3

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2022; ERTA 1-2 2018) Standard for Portable

Fire Extinguishers

NFPA 51B (2019) Standard for Fire Prevention During

Welding, Cutting, and Other Hot Work

NFPA 70 (2023; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4) National Electrical Code

NFPA 70E (2021; TIA 18-1; TIA 18-2) Standard for

Electrical Safety in the Workplace

NFPA 241 (2022) Standard for Safeguarding

Construction, Alteration, and Demolition Operations

TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)

TIA-222 (2018H; Add 1 2019) Structural Standard for

Antenna Supporting Structures and Antennas and Small Wind Turbine Support Structures

TIA-1019 (2012; R 2016) Standard for Installation, Alteration and Maintenance of Antenna Supporting Structures and Antennas

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

10 CFR 20 Standards for Protection Against Radiation

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.147 The Control of Hazardous Energy (Lock Out/Tag

Out)

29 CFR 1910.333 Selection and Use of Work Practices

29 CFR 1915 Confined and Enclosed Spaces and Other

Dangerous Atmospheres in Shipyard Employment

29 CFR 1915.89 Control of Hazardous Energy…