Attachment B Port Monmouth Mitigation Final RTA 30% Design Technical Specifications

Port Monmouth Mitigation FINAL RTA 30% DB-RFP

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24, CHG 1: 05/25 SUMMARY OF WORK

01 14 00 11/22, CHG 5: 05/25 WORK RESTRICTIONS

01 20 00 11/20, CHG 5: 02/25 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 3: 08/23 ADMINISTRATIVE REQUIREMENTS

01 31 19.05 20 02/21 DESIGN WORKSHOP (DW)

01 32 01.00 10 08/23, CHG 1: 08/24 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 16.00 10 05/16 DESIGN DATA (DESIGN AFTER AWARD)

01 33 29 02/21 ENVIRONMENTAL PERFORMANCE REQUIREMENTS

AND REPORTING

01 35 26 05/24, CHG 1: 05/25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23, CHG 3: 08/25 QUALITY CONTROL

01 45 00.15 10 11/23 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 05/24 PROJECT INSPECTIONS

01 50 00 11/20, CHG 3: 08/24 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22, CHG 2: 08/25 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 01/24 FLOATING TURBIDITY BARRIER

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 01 51 08/25 VIBRATION MONITORING OF STRUCTURES

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

31 00 00.01 /23 TIDAL ENVELOPE PLAN

31 10 00 02/21 SITE CLEARING

31 32 39 08/08 BIOENGINEERING PRACTICES FOR WETLANDS

AND STREAM BANK STABILIZATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 31 26.01 01/24 HERBIVORY FENCING

32 92 19 08/17, CHG 1: 08/21 SEEDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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SECTION 01 11 00

SUMMARY OF WORK

02/24, CHG 1: 05/25

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.

U.S. DEPARTMENT OF DEFENSE (DOD)

FAR 52.211-10 Commencement, Prosecution, and Completion of Work

FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

1.2 FEDERAL REGULATIONS

1.2.1 FAR 52.211-10, COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

a. The Design-Build Contractor must be required to (i) commence work under this contract within five (5) calendar days after the date the Design-Build Contractor receives the Notice to Proceed, and (ii) prosecute the work diligently. The time stated for completion must include the final cleanup of the premises. Construction commencement, prosecution and the completion of work must adhere to standards and regulations set forth by FAR 52.211-10 .

b. The Design-Build Contractor must furnish all labor, materials, equipment, and services for the work as indicated in the contract drawing and specification.

c. All work must be in accordance with the drawings and specifications or instructions attached hereto and made a part thereof, subject to change by the approved and selected Designer of Record, or to be furnished hereafter by the Contracting Officer's Representative and subject, in every detail, to his supervision, direction, and instructions.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The wetland mitigation work includes clearing, invasive species control, excavation, placement of clean fill, grading, seeding and planting, maintenance and monitoring, and incidental related work.

1.3.2 Location

The work is located in Middletown Township, Monmouth County, New Jersey, as indicated on the Contract Drawings. The Pews Creek mitigation site is located on Block 121, Lot 1, and Compton Creek mitigation site is located

SECTION 01 11 00 Page 2 on Block 276, Lot 48.

1.4 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 is to 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.

1.5 AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

Do not inflict damage upon land and properties outside the authorized construction area by unwarranted entry upon, passage through, damage to, or disposal of, material on such land or property. The Design-Build Contractor may make a separate agreement with any other party, regarding the use of, or right to, land or facilities outside the contract area. If such an agreement is made, it must be in writing and a copy shall be provided to the Contracting Officer's Representative. The Contractor must hold and save the Government, its officers, and agents free from liability arising from trespassing or damage resulting from their operations.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 11 00 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 5: 05/25

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

1.2 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.3 SITE RESTRICTIONS

The Port Monmouth Mitigation sites, inclusive of Compton Creek and Pews Creek, are located in Port Monmouth, Middletown Township in Monmouth County, New Jersey, south of the Atlantic Ocean.

1.4 DESIGN-BUILD CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Design-Build 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 appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. To minimize traffic congestion, delivery of materials must be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.). Ensure all Design-Build Contractor equipment, including delivery vehicles, are clearly identified with their company name. Construction activity shall at all times during the duration of the contract adhere to the Safety and Health Requirements Manual, EM 385-1-1 .

Design-Build Contractor shall comply with seasonal restrictions required by permits and regulating agencies. Final restrictions will be confirmed upon permit issuance. See Section 01 10 10 DESIGN AND CONSTRUCTION REQUIREMENTS for the anticipated list of permits. Additional permits may

SECTION 01 14 00 Page 4 be required for the execution of this contract per agency coordination.

1.4.1.1 Seasonal Restrictions

a. Migratory Bird Treaty Act MBTA restricts tree or shrub/scrub clearing and/or removal from March 15 to July 31.

b. To protect anadromous fish passage within Compton Creek, in-water work is prohibited from March 15 to June 15; additional restrictions may be required should construction activities substantially block the waterway in the fall season, fall restrictions expand from September 1 to November 30.

1.4.1.2 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Design-Build 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.

1.4.1.3 No Smoking Policy

Smoking is prohibited within and outside of the Port Monmouth Compton Creek and Pews Creek Mitigation Sites and staging and stockpile areas, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer's Representative will identify designated smoking areas.

1.4.2 Working Hours

Regular working hours will consist of an 8 1/2 hour period between 7 a.m.

and 3:30 p.m., Monday through Friday, excluding Government holidays.

Design-Build Contractor shall comply with Section 01.A, Program Management, General in the USACE Safety and Health Requirements Manual No.

385-1-1.

1.4.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer's Representative approval. Make application 15 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's Representative may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in accordance with requirements of EM 385-1-1 .

1.4.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

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

SECTION 01 14 00 Page 5

c. Interruption to water, sanitary sewer, storm sewer, telephone service, and electric service are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 6

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 5: 02/25

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 CONTRACT COST BREAKDOWN

The Design-Build 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's Representative 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's Representative 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 Design-Build Contractor. Equipment rates and operating expense rates for construction equipment shall follow the standards of EP 1110-1-8 .

1.3 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the 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 Design-Build Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined below.

Mobilization must include all costs for preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and other work performed prior to actual

SECTION 01 20 00 Page 7 commencement of work. The Design-Build Contractor must furnish and set up necessary general facilities, as are required by local, county, state and Federal laws, regulations or codes. The cost of required insurance and bonds and other similar significant initial expense required for the initiation of the contract work must be included in this item. The determination of the adequacy of the Design-Build Contractor's facilities, except as required by local, county, state and Federal laws and regulations, must be made by the Design-Build Contractor.

Demobilization must consist of all activities and costs for movement of personnel, equipment, and supplies/materials not used in this contract, including the disassembly, removal and site cleanup of temporary offices, and other facilities assembled on the site for this contract. Upon completion of work, the Design-Build Contractor must restore all access areas to the same conditions as prior to the start of work. The Design-Build Contractor must mark the positions of each grade stake, and to remove them after completion of the project. Design-Build Contractor must be held responsible for accounting for 100 percent removal of all grade stakes, as they pose a serious public safety hazard as the fill erodes and remaining stakes become exposed in the surf. Stakes must be metal pipes, so that they can be pulled out intact, and located with a metal detector, if necessary.

All costs connected with the mobilization and demobilization of the Design-Build Contractor's personnel, equipment, supplies, and materials will be paid for the contract lump sum price for this item. 60 percent of the lump sum price will be paid to the Design-Build Contractor upon completion of his mobilization to the work site. The remaining 40 percent will be included in the final payment for work under this contract.

In the event that the Contracting Officer's Representative considers that the amount in this item which represents mobilization (60 percent) does not bear a reasonable relation to the cost of work in this contract, the Contracting Officer's Representative may require the Design-Build Contractor to produce cost data to justify this portion of his bid.

Failure to justify such price to the satisfaction of the Contracting Officer's Representative, will result in payment, upon completion of mobilization, of actual mobilization costs as determined from the cost data submitted by the Design-Build Contractor. Payment for the remainder of this item will be included in final payment for work under this contract. The determination of the Contracting Officer's Representative is not subject to appeal.

1.3.1.2 Unit of Measure

Unit of measure: job.

1.3.2 Landscape and Implementation Plan

1.3.2.1 Payment

Payment will be made for the costs associated with the development of an implementation plan, inclusive of a landscape seeding and planting plan, for landscape establishment. This item includes two coordination meetings with Division of Land Use Regulation and the Development of Tree Survey and Protection plan with two coordination meetings with representatives from the State of New Jersey.

SECTION 01 20 00 Page 8

1.3.2.2 Unit of Measure

Unit of measure: job.

1.3.3 Tidal Envelope Plan

1.3.3.1 Payment

Payment will be made for costs associated with the work to develop a tidal envelope plan for the handling of all removed materials in wet areas during the time of grading as portions of the site will experience inundation with the tidal cycles, in accordance with Section 31 00 00.01

TIDAL ENVELOPE PLAN.

1.3.3.2 Unit of Measure

Unit of measure: job.

1.3.4 Liability Insurance

1.3.4.1 Payment

Payment will be made for the costs associated with liability insurance for the Port Monmouth Coastal Risk Management Project Phase II, Contract I Pews and Compton Creek Sites Mitigation Project.

1.3.4.2 Unit of Measure

Unit of measure: job.

1.4 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the PROPOSAL SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Design-Build Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.4.1 Excavation

1.4.1.1 Payment

Payment will be made for costs associated with excavation for the secondary channels and removal of unsuitable existing soils, which includes performing required excavation and other operations incidental thereto, Design-Build Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials.

1.4.1.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

SECTION 01 20 00 Page 9

1.4.1.3 Unit of Measure

Unit of measure: job.

1.4.2 Clean Imported Soil

1.4.2.1 Payment

Payment will be made for costs associated with transportation and placement of clean imported soil as well as related grading activities to achieve proposed grades reflected in contract drawings.

1.4.2.2 Measurement

The total quantity of clean imported soil material for which payment will be made will be the theoretical quantity between the existing ground surface at the Compton Creek Mitigation Site and the excavated ground surface at the Pews Creek Mitigation Site and the proposed ground surface at each respective site.

1.4.2.3 Unit of Measure

Unit of measure: job.

1.4.3 In-Water Soil Erosion and Sediment Control

1.4.3.1 Payment

Payment will be made for cost associated with all work and products for in-water sediment and erosion control measures including the turbidity barrier and respective anchoring equipment. The assumption is made that only 50% of the total turbidity barrier will be purchased, as it may be reused for other reaches of the project.

1.4.3.2 Unit of Measure

Unit of measure: job.

1.4.4 Silt Fence

1.4.4.1 Payment

Payment will be made for the cost associated with the silt fence, installation, maintenance, and removal as directed by the Designer of Record and shown in contract drawings.

1.4.4.2 Measurement

Unit of measure: job.

1.4.5 Woven Coir Fiber Matting

1.4.5.1 Payment

Payment will be made for the cost associated with the woven coir fiber matting and associated hardware/stakes, and labor related to installation and maintenance in all locations to be planted or restored, as indicated in contract drawings and Section 31 32 39 BIOENGINEERING PRACTICES FOR

SECTION 01 20 00 Page 10

STREAM BANK AND SHORELINE STABILIZATION.

1.4.5.2 Measurement

Unit of measure: job.

1.4.6 Clearing and Grubbing

1.4.6.1 Payment

Payment will be made for cost associated with clearing and grubbing of invasive species and vegetation, and the hauling and disposal for the implementation of the design.

1.4.6.2 Measurement

Unit of measure: job.

1.4.7 Tree Maintenance and Removal

1.4.7.1 Payment

Payment will be made for the labor associated with the maintenance, removal, pruning of trees throughout the project site upon the completion of work per the USACE and the Contracting Officer's Representative accepted Tree Removal Plan submitted by the Design-Build Contractor following the Tree Survey and Protection Plan per Section 31 10 00 SITE CLEARING and applicable State of New Jersey and Middletown Township codes and ordinances.

1.4.7.2 Measurement

Unit of measure: job.

1.4.8 Temporary Construction Matting Access

1.4.8.1 Payment

Payment will be made for the costs associated with the installation, furnishing, maintenance, and removal of temporary heavy duty timber construction matting, or an approved equal set forth by the Design-Build Contractor.

1.4.8.2 Measurement

Unit of measure: job.

1.4.9 Orange Construction Safety Fence

1.4.9.1 Payment

Payment will be made for the costs associated with the installation, removal, and material of a temporary orange construction safety fence.

1.4.9.2 Measurement

Unit of measure: job.

SECTION 01 20 00 Page 11

1.4.10 Temporary Chain-Link Fence and Gates

1.4.10.1 Payment

Payment will be made for costs associated with the installation, removal, and associated materials of a six (6) foot high, 11-gauge temporary chain link fence with twelve (12) foot wide opening industrial double swing gates.

1.4.10.2 Measurement

Unit of measure: job.

1.4.11 Temporary MUTCD Construction Signage

1.4.11.1 Payment

Payment will be made for the costs associated with the Manual of Uniform Traffic Control Devices (MUTCD) signage, installation, and removal as indicated in contract drawings and by the Designer of Record.

1.4.11.2 Measurement

Unit of measure: job.

1.4.12 Temporary Traffic Type III Barricade Devices

1.4.12.1 Payment

Payment will be made for the costs associated with foot-traffic and pedestrian control type III barricades, installation, and removal as indicated in contract drawings and by the Designer of Record.

1.4.12.2 Measurement

Unit of measure: job.

1.4.13 Stabilized Construction Entrance - Gravel Tracking Pad

1.4.13.1 Payment

Payment will be made for the costs associated with the stabilized construction entrance installation, removal, maintenance, and necessary materials such as coarse aggregate, and geotextile fabric.

1.4.13.2 Measurement

Unit of measure: job.

1.4.14 Implementation Plan

1.4.14.1 Payment

Payment will be made for the costs associated with the development of an implementation plan for landscape establishment and seeding.

1.4.14.2 Measurement

Unit of measure: job.

SECTION 01 20 00 Page 12

1.4.15 Seeding

1.4.15.1 Payment

Payment will be made for the costs associated with the seed mixture, equipment, and all work associated with the application and execution of seeding.

1.4.15.2 Measurement

Unit of measure: job.

1.4.16 Planting

1.4.16.1 Payment

Payment will be made for the costs associated with the plants, shrubs, plugs, live stakes, and any work associated with the execution of planting.

1.4.16.2 Measurement

Unit of measure: job.

1.4.17 Herbivory Fence

1.4.17.1 Payment

Payment will be made for the costs associated with the herbivory fencing, associated accessories such as mylar tape and stakes, and all work associated with installation and removal once vegetation is established and approval by the Designer of Record following the two-year warranty.

1.4.17.2 Measurement

Unit of measure: job.

1.4.18 Vegetation Establishment, Monitoring and Maintenance

1.4.18.1 Payment

Payment will be made for all labor, equipment, material, and incidentals required for vegetation establishment, monitoring, and maintenance.

1.4.18.2 Measurement

Unit of measure: job.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 20 00 Page 13

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 3: 08/23

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

1.2 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures

Initial Project Schedule; G

Accident Prevention Plan (APP); G

Contractor Quality Control (CQC) Plan; G

List Of Contact Personnel

Detailed Concept Of Operations Plan

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. The photographic location must be approved by the COR. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Design-Build

SECTION 01 30 00 Page 14

Contractor unless otherwise directed by the Contracting Officer's Representative. Submit with the monthly invoice two sets of digital photographs cumulative of all photos to date, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch as a digital file. Include a date designator in file names. Photographs provided are for unrestricted use by the Government. Progress and completion images shall be submitted per Section 01 33 00 SUBMITTAL PROCEDURES, 1.5.4 Electronic File Format for electronic file format submission standards and guidelines.

1.5 INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.5.1 Minimum Insurance

a. The Design-Build Contractor shall procure and maintain during the entire period of this performance under this contract the attached insurance policies:

(1) Commercial General Liability Insurance in limits of not less than the greater of the following: Five Million Dollars ($5,000,000) or 1.5% of the total contract amount combined single limit per occurrence for bodily injury, death, personal injury and property damage, including but not limited to coverage for Broad Form Property Damage. Such coverage shall not contain any environmental exclusion clause and there shall be no exclusions for property damage arising out of explosion, collapse or underground property damage hazards and no exclusion for waterfront activities.

(2) Comprehensive Automobile Liability Insurance in limits of not less than five million dollars combined single limit per occurrence for bodily injury, death, and property damage covering all owned, non-owned and hired vehicles in connection with the work to be performed in connection with this permit.

(3) Certificates of Insurance evidencing the issuance of all insurance required hereby, and guaranteeing at least thirty (30) days prior notice to the Government of cancellation or nonrenewal, shall be delivered to the State of New Jersey Department of Environmental Protection, and Middletown Township prior to entry of the Government's contractors upon the project area, or, in the case of new or renewal policies replacing any policies expiring during the period, no later than thirty (30) days before the expiration dates of such expiring policies.

b. Prior to the commencement of work hereunder, the Design-Build Contractor shall furnish to the Contracting Officer a certificate or statement of the above required insurance. The policies evidencing required insurance shall contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the interests of the Government in such insurance shall not be effective for such a period as may be prescribed by the laws of the State in which this contract is to be performed and in no event less

SECTION 01 30 00 Page 15 than thirty (30) days after written notice thereof to the Contracting Officer.

c. The Design-Build Contractor shall insert the substance of this clause, including this paragraph (c), in subcontracts under this contract that require work on a Government installation and shall require subcontractors to provide and maintain the insurance required in the Schedule or elsewhere in the contract. The Design-Build Contractor shall maintain a copy of all subcontractors’ proofs of required insurance, and shall make copies available to the Contracting Officer upon request.

1.5.2 Optional Insurance

a. The Government may, at its option, require the Design-Build Contractor to add the U.S. Army Corps of Engineers (USACE), New Jersey Department of Environmental Protection (NJDEP), Monmouth County, and Middletown Township as additional insureds to the Design-Build Contractor's existing policies as required by the Contract. This is not a requirement for the Contractor to procure a separate insurance policy for these entities.

b. This option may be exercised by the Contracting Officer, in writing, within 180 days after Notice to proceed of the Base Contract. If this option is exercised, the Contractor shall ensure its existing policies meet the following requirements:

(1) Upon written notice that the Government is exercising this option, the Contractor must furnish a Certificate of Insurance to the Contracting Officer, Middletown Township, Monmouth County, and the New Jersey Department of Environmental Protection within 15 calendar days. The certificate must evidence that the required endorsements have been made. The policies must contain an endorsement that cancellation or material change in the policies adversely affecting the interests of the Government cannot be effective in less than 30 days after written notice is provided to the Contracting Officer, Middletown Township, Monmouth County, and the New Jersey Department of Environmental Protection.

(2) The policies described above must be endorsed (i) to include USACE, Middletown Township, Monmouth County and the State of New Jesey Department of Environmental Protection as additional insureds and (ii) to provide that notice of an occurrence to the insurance company from any insured must serve as notice from all insured.

(3) Payment for this option will be based on the submission of a paid invoice for the actual cost to add USACE, NJDEP, Monmouth County, and Middletown Township to the Design-Build Contractor's existing policy. The amount payable will be the verified actual cost, up to the maximum amount bid for this option in the bid schedule.

1.6 VETERAN 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 52.222-37, 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

SECTION 01 30 00 Page 16 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. Federal Veteran employment information at:

http://www.fedshirevets.gov/index.aspx

b. Department of Labor Veterans Employment Assistance at:

https://www.dol.gov/vets/

c. Department of Veterans Affairs-VOW to Hire Heroes Act at:

http://benefits.va.gov/vow/

d. Army Wounded Warrior Program at:

http://wtc.army.mil/modules/employers/index.html

e. U.S. Chamber of Commerce Foundation-Hiring Our Heroes at:

http://www.hiringourheroes.org/

1.7 SUPERVISION

1.7.1 Superintendent Qualifications

Provide Project Superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the Project Superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.7.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.7.3 Duties

The Project Superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.7.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

SECTION 01 30 00 Page 17

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Design-Build Contractor.

1.7.5 Superintendence of Subcontractors

a. The Design-Build Contractor shall be required to furnish the following, in addition to the superintendence required by the Contract Clause titled, "SUPERINTENDENCE BY THE CONTRACTOR".

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

(2) If 70% or more of the value of the work is subcontracted, the Design-Build 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% of the subcontracted work has been completed, finds that satisfactory progress is being made, he may waive all or part of the above requirement 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.

1.8 PRECONSTRUCTION CONFERENCE

Immediately after award , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference . The conference must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out.

Design-Build Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

The Design-Build Contractor must provide at this conference the following items as indicated:

a. Initial project schedule; Section 01 32 01.00 10 PROJECT SCHEDULE

b. Accident prevention plan (APP); section 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS

c. Design-Build Contractor quality control (CQC) plan; Section 01 45 00

QUALITY CONTROL

d. List of contact personnel; Section 01 14 00 WORK RESTRICTIONS

SECTION 01 30 00 Page 18

e. Letter appointing Superintendent

f. Detailed Concept Of Operations Plan

1.8.1 Attendees

Design-Build Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.9 SUBMISSION OF CLAIMS

The following must be submitted to the Contracting Officer at the following address: U.S. Army Corps of Engineers, Room 16-300, New York District, 26 Federal Plaza, New York, New York 10278-0090:

a. Claims referencing or mentioning the Contracting Disputes Act of 1978.

b. Requests for a written decision by the Contracting Officer.

c. Claims certified in accordance with the Contract Disputes Act of 1978.

No other Government representative is authorized to accept such requests.

A copy must also be provided to the Authorized Representative of the Contracting Officer.

Provide the Contracting Officer with a copy of any requests for additional time, money or interpretation of contract requirements which were provided to the Authorized Representative of the Contracting Officer and which have not been resolved after 90 days.

1.10 DESIGN-BUILD CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April 2011)

The Design-Build Contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE WITH DAVIS-BACON AND RELATED ACT REGULATIONS.

If the Design-Build Contractor elects to use an electronic Davis-Bacon payroll processing system, then the Design-Build Contractor must be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Design-Build Contractor to comply with Davis-Bacon and related Act regulations. When the Design-Build Contractor uses an electronic Davis-Bacon payroll system, the electronic payroll service shall be used by the Design-Build Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service must be capable of preserving these payrolls and related basic records for the required three years after contract completion. If the Design-Build Contractor chooses to use an electronic Davis-Bacon payroll system, then the Design-Build Contractor must obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction contract.

The access must include electronic review access by the Government

SECTION 01 30 00 Page 19 contract administration office to the electronic payroll processing system used by the Design-Build Contractor.

The Design-Build Contractor's provision and use of an electronic payroll processing system must meet the following basic functional criteria:

Commercially available; compliant with appropriate Davis Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://www.rmssupport.com/guides.aspx) for export in an Excel spreadsheet to be imported into the RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM), that in turn must export payroll data to the Government's RESIDENT MANAGEMENT SYSTEM (RMS);

demonstrated security of data and data entry rights; ability to produce Design-Build Contractor-certified electronic versions of weekly payroll data; ability to identify erroneous entries and track the data/time of all versions of the certified Davis Bacon payrolls submitted to the Government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic Davis-Bacon payroll processing system must be provided to the Government during contract closeout.

All Design-Build Contractor-incurred costs related to the Design-Build Contractor's provision and use of an electronic payroll processing service must be included in the Design-Build Contractor's price for the overall work under the contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services must not be a separately bid/proposed or reimbursed item under this contract.

PHYSICAL DATA (FAR 52.236-4)

Data and information furnished or referred to below is for the Design-Build Contractor's information only. The Government will not be responsible for interpretations of or conclusion drawn from the data or information by the Design-Build Contractor.

a. Weather Conditions: Climatological data determined by the National Oceanic and Atmospheric Administration for Monmouth County, New Jersey (2024):

(1) Mean Annual Temperature: 57.0 degrees Fahrenheit (F).

(2) Mean Annual Precipitation: 49.5 inches.

b. Mean annual temperature is the annual average based on the 2024 monthly average temperature. Mean annual precipitation is the average of the five-year total annual precipitation for the years 2020, 2021, 2022, 2023, and 2024.

1.11 PAYMENTS FOR MATERIALS DELIVERED OFF-SITE

(a) Payments Under Fixed Price Construction Contracts, materials delivered to the Design-Build Contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site must be limited to:

(1) Materials required by the technical provisions; or

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(2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; or

(3) Items specifically listed below.

(b) Payment for materials delivered off-site must be made only after receipt of paid invoices listing the value of material and labor incorporated in the items along with a canceled check showing the prime Design-Build Contractor's title to the items delivered off site.

1.12 PARTNERING

To most effectively accomplish this Contract, the Design-Build Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Design-Build Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, Design-Build Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

The Design-Build Contractor must locate and verify the location of existing utilities and existing easements through the use of a New Jersey certified land surveyor and coordination with applicable utility providers for facilities within the project site. The Design-Build Contractor must contact New Jersey One Call (1-800-272-1000) and coordinate arrangements with utility companies.

1.12.1 Facilitated (Formal) Partnering

a. Within 35 calendar days after award and prior to the start of work, host a Formal Partnering session with key personnel from the project team including both Design-Build Contractor and Government personnel.

All costs associated with the Partnering session including the third-party independent Facilitator Consultant, meeting room and other incidental items are the responsibility of the Design-Build Contractor.

b. Before the Facilitated (Formal) Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note pads, pens/pencils, colored flash cards) and have these items available at the Partnering session. Provide copies of any documents required for distribution to all attendees. Participants will bear their own costs for meals, lodging and transportation associated with Partnering .

c. The Initial Partnering Session must be a duration of one day and be held at a location off base as agreed to by the Contracting Officer.

Partnering session may take place concurrently with the Pre-Construction Meeting.

d. Facilitator must be experienced in conducting corporate Partnering sessions and must be a third-party independent facilitating consultant

- not an employee of the Design-Build Contractor. The Facilitator is responsible for leading all aspects of the Partnering session necessary to achieve the Partnering goal.

e. An outcome of the Partnering session must be an escalation matrix and

SECTION 01 30 00 Page 21 developing Construction Joint Risk Register agreed upon by both the Government and Design-Build Contractor, which identifies key Government and Design-Build Contractor decision makers by name and anticipated decision durations.

f. Host follow-on Partnering Sessions at three- to six-month intervals or more frequently if needed and lasting generally a half day or less.

Attendees need only be those required to resolve current issues. The same Facilitator used in the Initial Partnering session must lead the follow-on sessions unless an alternative is permitted by the Contract ingOfficer's Representative. All costs associated with follow-on Partnering sessions are the responsibility of the Design-Build Contractor.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 GENERAL MEETING REQUIREMENTS

Preparatory and Initial Phase meeting checklists

See Section 01 45 00 QUALITY CONTROL for Preparatory and Initial Phase meeting checklists. Design-Build Contractor is responsible for phase and progress meetings to include:

a. Meeting notification to participants

b. Prepare and distribute agenda for meetings, distribution shall be to all participants at least 24-hours prior to the scheduled meeting

c. Use phase checklists for Preparatory and Initial Phase meetings

d. Physical arrangements for meetings

e. Preside at meetings

f. Record minutes, proceedings, and decisions

g. Copy and send minutes to:

(1) All parties (No later than 3 working days)

Weekly Progress Meetings Agenda

See Section 01 32 01.00 10 PROJECT SCHEDULE for the weekly progress meeting. Modify agenda as needed for on-going work.

a. Review minutes from previous progress meetings.

b. Review RMS CM Design-Build Contractor Action Item Report

c. Review work progress since previous meeting

d. Review current definable features of work:

(1) Identify phases of current features of work

(2) Identify pending phase changes

(3) Identify features for discussion in next scheduled meeting

e. Discuss problem prevention:

(1) Field observations

(2) Deficiencies and tracking

(3) Procedures working well

(4) Problems, conflicts

(5) Methods to improve

f. Review construction schedule:

(1) Identify delays

(2) Discuss proposed corrective actions to regain schedule

SECTION 01 30 00 Page 22

g. Overall site map:

(1) Visual representation of the areas of work completed to date at each mitigation site, to be updated weekly

h. Submittals and Requests for Information (design interpretation)

(1) Review submittal register

(2) Identify submittals to expedite as required

i. Review off-site activities:

(1) Fabrications

(2) Material and equipment delivery schedule

j. Review Testing:

(1) Type, Schedule

(2) Received Results

k. Review changes to construction schedule:

(1) Planned progress during succeeding work period

(2) Coordination of various schedules

(3) Effect of changes on construction and completion date

l. Review site safety

m. Discuss maintaining contract quality for materials and workmanship

n. Discuss pending modifications, changes and substitutions

o. Discuss other business, as appropriate

SECTION 01 30 00 Page 23

SECTION 01 31 19.05 20

DESIGN WORKSHOP (DW)

02/21

PART 1 GENERAL

1.1 SUMMARY

This document includes post-award requirements for the design workshop.

1.2 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

DW Facilitator Experience Resume; G

DW Refined Preliminary Design; G

DW Report; G

1.3 DESIGN WORKSHOP

1.3.1 DW General…