Amendment W912WJ23Q0126-0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Amendment 0002 is to answ er a question from industry, revise the Statement of Work, update the security requirements section and clauses, and extend the quote due date until September 14, 2023 at 5:00 pm.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 13

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 06-Sep-2023

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912WJ23Q0126

X 9B. DATED (SEE ITEM 11)

18-Aug-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-Sep-2023

CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

W912WJ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

jennifer.m.samela@usace.army.milEMAIL:978-318-8324TEL:

JENNIFER M SAMELA / ADDED BY UPASS

W912WJ23Q0126

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

QUESTIONS AND ANSWERS

QUESTION 1: Is it possible to use a barge for these requirements?

ANSWER 1: Yes, the contractor may use an aerial lift or other appropriate methods to access the piers, as long as the methods are in accordance with EM 385-1-1 requirements.

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 07-Sep-2023 05:00 PM to 14-Sep-2023 05:00 PM.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

STATEMENT OF WORK

REMOVAL AND INSTALLATION OF SIGNS

CAPE COD CANAL

U.S. ARMY CORP OF ENGINEERS

BOURNE, MASSACHUSETTS

STATEMENT OF WORK

AUGUST 2023

I. General

1. Scope of work

Contractor shall furnish all equipment, tools, materials, and labor to provide (5) 10’ tall x 10’ wide “Speed Limit” signs and (8) 2’ tall x 3’ wide “Danger” signs in accordance with this statement of work. The new signs will replace existing deteriorated signs and shall be placed in the same location, (4) locations on bridge piers and (1) location on land. It is expected that A contractors will may use aerial manlifts from the service road to reach out over the water to the signs located on the bridge piers. Contractors are responsible to assess and provide the properly sized aerial lifts or other appropriate methods to complete this work. The aerial manlifts calculated weights must include all tools, equipment, and materials in addition to the weight of personnel. Work includes demolition, removal and proper disposal or recycling of the existing signs. Work includes fencing, signage, barricades, and traffic control devices necessary to protect the general public from hazards within the work area. (See figures 1-2 and Photos 1-9). Contractor is responsible for assuring that their operations are in accordance with all applicable sections of EM 385-1-1 including all required certifications, clearances, etc.

Sign Schedule:

A. Bourne Bridge North Pier: (1) 10’x10’ - “Speed Limit” Sign, (2) 2’x3’ – “Danger” Sign B. Bourne Bridge South Pier: (1) 10’x10’ - “Speed Limit” Sign, (2) 2’x3’ – “Danger” Sign C. Sagamore Bridge North Pier: (1) 10’x10’ - “Speed Limit” Sign, (2) 2’x3’ – “Danger”

Sign D. Sagamore Bridge South Pier: (1) 10’x10’ - “Speed Limit” Sign, (2) 2’x3’ – “Danger”

Sign E. Hog Island: (1) 10’x10’ - “Speed Limit” Sign installed on (4) new 6”x6”x20’ pressure treated posts in 2’ diameter x 5’ deep concrete foundation piers.

2. Locations The work area is at (5) locations on federal property along the Cape Cod Canal: the Bourne Bridge North and South side Piers (2), the Sagamore Bridge North and South side Piers (2), and Hog Island (1). Contractor shall remove existing signs and install (1) – 10’x10’ “Speed Limit” sign and (2) “Danger Keep Off” signs at each bridge pier. All bridge piers are located over the water of the Cape Cod Canal. Contractor shall remove and install (1) – 10’x10’ “Speed Limit” sign at Hog Island.

3. Site Visit The project area is open to the public at any time. Interested vendors can inspect the existing conditions of the work area at any time. No extra payment will be allowed for perceived additional work caused by unfamiliarity with site conditions and requirements. A site visit is scheduled for Wednesday, August 30, 2023 at 10:00 am at the Bourne Recreation Area, 171 Sandwich Road, Buzzards Bay, MA 02532. Contact the Technical Point of Contact to confirm attendance for site visit. The Technical Point of Contact (TPOC) for the project is Travis Germano (978) 318-8550 or (Travis.J.Germano@usace.army.mil).

4. Schedule The work shall be completed within 270 days from notice to proceed. The project area will be open to the contractor Monday through Friday, with work hours form 0700-1800. All work must be done during these hours unless additional hours are approved by the Technical Point of Contact. No work shall be done on weekends or Government holidays. No onsite work shall be performed between Memorial Day to Labor Day (no summer season work).

5. Safety Requirements:

A. General: All work shall be conducted in accordance with the U.S. Army Corps of Engineers Safety and Health Requirements Manual (EM 385-1-1, most recent edition), and all applicable Occupational Safety and Health Administration (OSHA), federal, state, and local safety and health requirements. Perform work in a safe manner that protects both workers and the general public from hazards. All equipment shall be in good working order with all safety features as recommended by the manufacturer. A copy of EM 385-1-1 can be accessed at the project office or electronically at the following link:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_ 385-1-1.pdf

Project staff reserve the right to cease work at any time should the safety of employees, Contractors, and/or the public become jeopardized.

B. Accident Prevention Plan: The Contractor shall prepare an Accident Prevention Plan

(APP) specific to the activities being performed, at a minimum it must meet the requirements of EM 385-1-1, Appendix A. It shall include Activity Hazard Analyses (AHAs) as described below.

A preparatory meeting shall be conducted by the prime contractor to discuss the APP contents with all effected onsite employees. The Prime Contractor is responsible for informing the subcontractors of the safety provisions under the terms of the contract, the penalties for noncompliance, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. Weekly safety meetings shall be held and documented. Records shall be available to the Technical Point of Contact upon request.

C. Activity Hazard Analysis: An AHA shall be submitted for each major phase of work. A major phase of work is defined as an operation involving a type of work presenting hazards not experienced in previous operations or where a new subcontractor or work crew is to perform the work. The analysis shall define all activities to be performed, identify the sequence of work, the specific hazards anticipated, and the control measures to be implemented to eliminate or reduce each hazard to an acceptable level. The AHA shall be continuously reviewed and revised to address changing site conditions as appropriate.

D. Fall Protection Requirements: Applicable when employees are working at heights above 6 feet. Contractor is responsible to have a fall protection program in accordance with EM 385-1-1, Section 21. A site-specific Fall Protection and Prevention Plan is a required submittal. Plan shall address at least the following:

i. Duties and responsibilities of Competent Persons (CP)

ii. Description of the project activities

iii. Training requirements to include safe use of fall protection equipment.

iv. Anticipated hazards and measures for prevention and control.

v. Rescue plan and procedures.

vi. Inspection, maintenance, and storage of fall protection equipment.

vii. Inspection and oversight methods.

The Plan shall identify a Competent Person (CP) designated by the Contractor to be responsible for site supervision and monitoring of the fall protection program. Person shall have training and experience in fall protection and PPE equipment. Person shall be capable of identifying and addressing fall hazards and have authority to ensure all work complies with safety requirements. The CP shall be onsite at all times while work at height is ongoing.

End User: Persons who are trained and authorized to use fall protection PPE, shall have an understanding of the fall hazards and able to follow the policy, procedures, and instructions of the Competent Person regarding the use of fall protection equipment.

Personal Fall Arrest System Requirements (PFAS): All PFAS shall meet the requirements contained in ANSI Z359, Fall Protection Code, to include fall restraint and positioning systems.

E. Cranes: For any crane work, a Crane Lift Plan (CLP) shall be prepared in accordance with EM 385-1-1, Section 16.H.03. All cranes shall have current inspection documents available. All operators, signal persons, and riggers shall be trained and hold valid State licenses. Provide proof of current qualifications.

F. Required Personnel: The contractor shall employ a minimum of one Competent Person

(CP) at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO shall be onsite at all times during construction. The SSHO is required to have related construction experience and have at a minimum completed a 10 Hour OSHA training.

G. Accident Reporting: All accidents and near misses shall be investigated by the contractor and reported to the Technical Point of Contact immediately.

H. Daily Reports: The contractor shall provide daily production and QC reports, employee work hours, and certified payrolls electronically to the Technical Point of Contact

6. Preconstruction Conference

Prior to the start of any work, the Contractor and Technical Point of Contact will schedule and conduct a “Preconstruction Conference”. The Contractor’s staff responsible for quality and safety on the job site will attend this meeting. This conference will be scheduled for a time and location agreeable to the government and contractor. No work may be performed under this contract prior to this conference. The purpose of the conference is to enable the Technical Point of Contact to outline the requirements in terms of safety, quality, submittals, communications, inspections, and payments. Storage areas for materials, equipment and dumpsters will also be coordinated at this meeting.

7. Permits

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses, permits, and letters of certification. The Contractor shall comply with any applicable Federal, State, County, and Municipal laws, codes, and regulations in connection with the performance of the work specified under this contract.

8. Security The contractor shall comply with all established security policies at the Cape Cod Canal Project. The Government reserves the right to close any property and reschedule work.

Excluding emergencies, the Contractor shall be given at least 24-hour notice of any such closure. The Contractor is responsible to secure the security gate for each access road when departing each day.

9. Contractor Conduct

The work area is located on Federal property on a service road open to the public for recreation activities. Contractor and employees must always act in a professional manner.

Alcohol and firearms are prohibited on project grounds.

10. Payment

Payment shall be made after final inspection and acceptance by the Government, the Contractor must submit an invoice, utilizing Form ENG 93, to the Technical Point of Contact. The invoice shall include the name of contractor (as per SAM registration), invoice date, contract number, description of work completed, and total amount due. For jobs greater than 30 days the contractor may request progress payments. Invoices may be emailed to:

US Army Corps of Engineers Cape Cod Canal Field Office P.O. Box 1555 Buzzards Bay, MA 02532 Attn: Travis Germano Or emailed to Travis.J.Germano@usace.army.mil

II. Technical Requirements:

Part 1 General:

Contractor’s work includes all personnel, equipment, materials, supervision, and services necessary to provide signs as described herein.

1. Requests for Information:

After Contract award, requests concerning the work of this project should be directed to the Technical Point of Contact at the Cape Cod Canal Office at (978) 318-8550 or travis.j.germano@usace.army.mil.

2. Submittals:

Contractor shall provide submittals that show pertinent details of proposed materials that allows confirmation the materials are in accordance with requirements listed in the materials section of this scope of work. Although the Government technically reviews submittals, the Contractor’s work must be prosecuted using proper internal controls and review procedures.

Contractor submittals must be reviewed and accepted by the government prior to the commencement of any field activities. Contractor shall provide required submittals to the Technical Point of Contact within 45 days of notice to proceed.

3. Required submittals include:

a. Accident Prevention Plan (APP) and Activity Hazard Analyses (AHA’s) for all fieldwork.

b. Schedule

c. Work Plan and Traffic Control Plan – Provide a site plan with description of signage, barriers, flashing barricade lights, traffic control devices and flaggers to protect the general public from hazards. Include the means and methods to control pedestrian, bike, and vehicular travel within the work areas.

d. Crane Lift Plan and Operators Qualifications (if cranes will be used)

e. For all materials to be used on the project, the contractor shall provide the following information:

(1) Manufacturer’s name

(2) Catalog number

(3) Specifications

(4) Any other information necessary to approve the materials

(5) Safety Data Sheets (SDS) shall be submitted along with the product data for any potentially hazardous materials such as adhesives and flux materials.

f. All other submittals to satisfy EM 385-1-1 requirements.

4. Government Resources:

The contractor is responsible for providing all resources to complete the project. The Government will not provide any equipment or services.

5. Omissions:

This scope of work may not cover all specified activities, steps, and procedures required to supply the contract product. In case of omission, the normal industry, state, or federal standards, practices, specifications, and/or guides shall prevail. In no instance shall an omission be reason to produce less than an acceptable product.

6. Quality Control and Quality Assurance:

The Contractor is responsible for the quality control of all work. The Government has the right to inspect and test all items called for by the contract, to the extent practicable at all times during the term of the contract.

7. Other Contracts:

The Government may undertake or award other contracts for additional work not related to this contract, the Contractor shall fully cooperate with other Contractors and Government employees. The contractor shall not commit or permit any act, which will interfere with the performance of work by another contractor, or by Government employees.

8. Storage and Equipment Staging Areas:

Storage and equipment staging areas shall be coordinated with TPOC. Contractor is responsible to manage all storage of materials, dumpsters, and staging inside this work area.

The contractor is responsible for receiving, unloading and movement of all materials. The contractor shall ensure that stored materials do not migrate into the waterway or onto roadways. Any materials that migrate into the waterway, roadways, sidewalks, bike paths, or recreation areas shall be cleaned up by the contractor daily. The Government is not responsible for damage or theft of contractor equipment or materials. The keys that are issued for access to areas shall be returned upon request of the Technical Point of Contact, or before final payment is made.

9. Clean Up:

The contractor shall practice good housekeeping to maintain a safe job site. The contractor shall keep the work area, including any storage areas, free from the accumulation of waste materials.

Upon completing work, the contractor shall remove all surplus excavation materials, broken pavement, old pipes, old manholes, tools, equipment, and materials, etc., that are not the property of the government and shall clean up the job site to the satisfaction of the government. Contractor shall leave the entire site and areas adjacent in a neat and orderly condition. Contractor shall clean up and properly dispose of debris off-site in accordance with Federal, State and Local ordinances and regulations.

10. Sustainability:

EPA Designated: Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials and recommends practices for buying these products. Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program for a complete list of designated products and the associated recommended contents levels.

Offerors must be able to demonstrate that each offered products meets minimum content levels upon request.

Part 2 Materials:

1. Extruded aluminum “SPEED LIMIT 10 MPH NO WAKE” sign panels and mounting frame system integrated into the sign:

a. Quantity: 5

b. Material: Aluminum Alloy 6063-T6 ASTM B221M

c. Height: 10’

d. Width: 10’

e. Thickness: 0.190”

f. Retroreflective Sheeting: Diamond Grade conform to ASTM D4956 Type XI, Background reflective white background, reflective orange border and symbol, and black lettering. Border/Symbol line Width: 7”and Letter Height: 16”. (See Photo 9)

g. Hardware: Bolts, nuts, post clips, lock and flat washers must be either aluminum alloy or stainless steel.

h. Frame: 4”x4”x1/4” Aluminum (minimum)

i. Frame Mount Anchors:

i. Concrete Anchors (Bridge Piers): ½” x 4 ½” Heavy Duty Wedge Type Expansion Anchor (Quantity: 12 Minimum/frame)

ii. “Thru Bolt” (Hog Island - Wood Posts): ½” x 8 in. Stainless Steel Hex Bolt, Nut and Washer (Quantity: 12 Minimum/frame)

2. Signposts (Hog Island Location): 6”x6”x20’ Pressure Treated Lumber (Quantity: 4)

3. Concrete (Hog Island Location):

a. Minimum 4,000 psi compressive strength at 28 days.

b. Concrete Column Piers: 24” dia. x 60” deep cylindrical footing piers below grade

4. Extruded aluminum “DANGER KEEP OFF” sign panels and mounting frame system integrated into the sign:

a. Quantity: 8

b. Material: Aluminum Alloy 6063-T6 ASTM B221M

c. Height: 2’

d. Width: 3’

e. Thickness: 0.190”

f. Retroreflective Sheeting: Diamond Grade conform to ASTM D4956 Type XI, Background color red and text color in white. Letter Height: 3”. (See Photo 4)

g. Hardware: Bolts, nuts, post clips, lock and flat washers must be either aluminum alloy or stainless steel.

h. Frame: 4”x4”x1/4” Aluminum (minimum)

i. Frame Mount Anchors:

i. Concrete Anchors (Bridge Piers): ¼” x 2” Heavy Duty Wedge Type Expansion Anchor (Quantity: 4 Minimum/frame)

Part 3 Execution

1. The contractor shall ensure that all submittals have been approved prior to onsite work and coordinate the schedule for all onsite work with the Government technical point of contact.

2. Contractor shall determine and submit a site plan for access route, storage of materials, locations of contractor provided dumpsters, and fence location.

3. The service road work areas are located at a busy park location open to the general public and it is used extensively by the public for recreational activities that occur 24 hours per day.

The service road shall remain open to pedestrians and passable for at least one vehicle throughout the construction process. Upon the completion of each workday, it is the Contractor's responsibility to ensure that the road surface is cleared of all construction activities and made safe for public use. The contractor is responsible for preventing the general public from encountering hazards associated with the work. The Contractor shall employ ample personnel and sufficient equipment to accomplish the work of this contract in the least amount of time and be sequenced to minimize impacts on the service road. Existing Park features and utilities adjacent to work areas shall be protected from damage.

4. The Canal service roads have gates to control unauthorized vehicle access. The contractor will be provided a key to open the gates at the pre-construction conference. The contractor shall return the key to the government upon completion of the field work. The contractor shall return all keys prior to final payment. The contractor shall ensure any gate unlocked for access is re-secured upon entry and exit. The contractor shall comply with the 10 miles per hour speed limit for all vehicles on the service roads and shall use caution when approaching Canal visitors.

5. Work shall be performed as required by rules, regulations, codes, and laws of local, state, and federal governments. In cases where work is not specifically shown or specified, contract shall include miscellaneous items, appurtenances, devices, and materials obviously necessary for a sound, secure and complete installation.

6. Existing Conditions: Contractor shall be responsible for the protection of all existing structures, equipment, and areas from damage during construction. Any items not included in the Statement of Work that are damaged or altered during construction shall be restored to their pre-construction condition at the contractor’s expense and verified as such by the Government TPOC. Any disturbed areas outside of the sites to include the access roads and public roads shall be restored to the minimum of pre-existing conditions.

7. Utilities: Government personnel will identify known subsurface utilities, conduits and structures that are near the work area. All existing utilities shall be protected from damage.

No utilities may be interrupted unless approved by the Government TPOC. Contractor shall ensure to take safety measures to work near overhead electric and communication lines in close proximity of the work area.

8. Contractor shall coordinate the exact locations of all signs with TPOC prior to install.

9. Aerial manlifts, or by other means, from the service road to the sign locations on the bridge piers will be required to provide TPOC access for inspection. Boom and basket load limits specified by the manufacturer shall not be exceeded. Only authorized persons shall operate an aerial lift. Operators of the manlift shall provide proof training.

10. Remove and Install of (2) Speed Limit and (4) Danger Signs (Bourne Bridge Piers)

The contractor shall remove and install two (2) “Speed Limit” signs. One “Speed Limit” sign is located on Northeast side of the pier (North Side of the Canal), and one “Speed Limit” sign is located on Southwest side of pier (South Side of the Canal). Contractor shall remove the existing sign, frame, and fasteners. Contractor shall flush cut the existing fasteners.

Contractor shall install the new vessel speed limit sign and frame using a minimum of (12) concrete anchors. Contractor shall attach the sign to the frame per the manufacture’s requirements. Do not field drill holes in any part of the panel. Use nylon washers between the bolt heads and sign faces on flat sheet aluminum signs. Replace any damaged sign panels at no additional cost to the Government.

Contractor shall remove and install (4) “Danger Keep Off” signs to the piers of the Bourne Bridge. Two “Danger Keep Off” signs are located on the North side of the bridge pier (North Side of the Canal) and two “Danger Keep Off” signs are located on the South side of the bridge pier (South Side of the Canal).

11. Remove and Install of (2) Speed Limit and (4) Danger Signs (Sagamore Bridge Piers)

The contractor shall remove and install two (2) “Speed Limit” signs. One “Speed Limit” sign is located on Northeast side of the pier (North Side of the Canal), and one “Speed Limit” sign is located on Southwest side of pier (South Side of the Canal). Contractor shall remove the existing sign, frame, and fasteners. Contractor shall flush cut the existing fasteners.

Contractor shall install the new vessel speed limit sign and frame using a minimum of (12) concrete anchors. Contractor shall attach the sign to the frame per the manufacture’s requirements. Do not field drill holes in any part of the panel. Use nylon washers between the bolt heads and sign faces on flat sheet aluminum signs. Replace any damaged sign panels at no additional cost to the Government.

Contractor shall remove and install (4) “Danger Keep Off” signs to the piers of the Sagamore Bridge. Two “Danger Keep Off” signs are located on the North side of the bridge pier (North Side of the Canal) and two “Danger Keep Off” signs are located on the South side of the bridge pier (South Side of the Canal).

12. Demolition and Installation of Notice signs – Hog Island Contractor shall remove existing sign, steel posts, and concrete piers. Contractor shall provide new sign on (4) 6”x6”x20’ pressure treated wood posts in 24” dia. x 60” deep cylindrical concrete footing piers below grade. Contractor shall install the new vessel speed limit sign and frame using a minimum of (12) “thru bolt” anchors. Contractor shall attach the sign to the frame per the manufacture’s requirements. Do not field drill holes in any part of the panel. Use nylon washers between the bolt heads and sign faces on flat sheet aluminum signs. Replace any damaged sign panels at no additional cost to the Government.

13. Disposal: Local regulations regarding hauling and disposal shall apply. Contractor shall dispose of all debris resulting from the construction work. Contractor shall leave the entire site of the work in a neat and orderly condition. Debris, rubbish, non-hazardous waste, and non-usable material resulting from the work under this contract shall be disposed of by the Contractor at his expense off Government property. Segregate and maximize recycling of all waste generated. Debris shall be removed and transported in such a manner that prevents damage to local roads and spillage.

14. Closeout Procedures: Contractor shall coordinate with the TPOC for the following at the completion of the project:

a. A final inspection walkthrough of the project to ensure the work is completed in accordance with the Statement of Work.

b. Warranty

c. Complete Final Payment Forms and Certifications.

SECTION H - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

SECURITY REQUIREMENTS

General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract.

The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (eg., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures –this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clauses of this contract, should FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something): All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

Pre-screen candidates using E-Verify Program: Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (hhtps://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list if verified/eligible candidates shall be provided to the COR no later than three business days after the initial contract ward. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

SECTION I - CONTRACT CLAUSES

The following have been added by reference:

52.222-54 Employment Eligibility Verification MAY 2022 52.228-15 Performance and Payment Bonds--Construction JUN 2020

The following have been added by full text:

52.223-9 ESTIMATE OF PERCENTAGE OF RECOVERED MATERIAL CONTENT FOR EPA-

DESIGNATED ITEMS (MAY 2008)

(a) Definitions. As used in this clause--

Postconsumer material means a material or finished product that has served its intended use and has been discarded for disposal or recovery, having completed its life as a consumer item. Postconsumer material is a part of the broader category of “recovered material.”

Recovered material means waste materials and by-products recovered or diverted from solid waste, but the term does not include those materials and by-products generated from, and commonly reused within, an original manufacturing process.

(b) The Contractor, on completion of this contract, shall--

(1) Estimate the percentage of the total recovered material content for EPA-designated item(s) delivered and/or used in contract performance, including, if applicable, the percentage of post-consumer material content; and

(2) Submit this estimate to Technical Point of Contact.

(End of clause)

(End of Summary of Changes)