13372.102.R12.Rev1_CPMT_RTA_Specs_Rev1.pdf

CAVEN POINT MARINE TERMINAL

SHORE POWER AND MOORING SYSTEM UPGRADES

PROJECT

Jersey City, New Jersey

Construction Specifications

RTA Submission

MAY 2025

Revised for the Bid Phase:

01 20 00 01 58 00

31 00 00 - Sections 1.2.6 and 1.2.7 31 68 13 - Sections 3.1.6.1 and 3.1.6.2

31 68 13 - Section 3.1.7 31 68 13 - Section 3.4.3

35 59 13.17 - Section 2.1.4.6

CAVEN POINT MARINE TERMINAL RTA SUBMISSION

SHORE POWER AND MOORING SYSTEM UPGRADES PROJECT

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 11/22, CHG 1: 02/23 WORK RESTRICTIONS

01 20 00 11/20, CHG 3: 02/23 PRICE AND PAYMENT PROCEDURES

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

01 32 01.00 10 08/23 PROJECT SCHEDULE

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

01 35 26 11/20, CHG 4: 08/23 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19, CHG 1: 08/23 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23 QUALITY CONTROL

01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

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

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

DIVISION 03 - CONCRETE

03 31 30 02/19 MARINE CONCRETE

DIVISION 05 - METALS

05 05 20 05/22 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 05 23.13 10 08/18 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL AND CAST BOLLARDS

05 50 14 08/18 STRUCTURAL METAL FABRICATIONS

DIVISION 09 - FINISHES

09 97 02 02/20, CHG 1: 11/21 PAINTING AND COATING

DIVISION 11 - EQUIPMENT

11 13 19.13 08/09, CHG 1: 05/19 MARINE GANGWAY AND ITS FOUNDATION

DIVISION 26 - ELECTRICAL

26 05 00.00 40 11/20 COMMON WORK RESULTS FOR ELECTRICAL

26 05 73 08/23 POWER SYSTEM STUDIES

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

MAY 2025 PROJECT - Page 1

31 62 16.13 11/20, CHG 1: 05/22 STEEL PIPE PILES FOR FENDERS

31 68 13 11/20 MICROPILES WITH ROCK ANCHORS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 05/22 AGGREGATE BASE COURSE FOR FLEXIBLE

PAVING

32 11 26 05/20 HOT-MIX BITUMINOUS BASE COURSE FOR

ROADS AND STREETS

DIVISION 33 - UTILITIES

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 59 13.16 11/21 MOLDED MARINE FENDERS

35 59 13.17 11/21 FOAM-FILLED COMPOSITE CAMELS

-- End of Project Table of Contents --

MAY 2025 PROJECT - Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

The Contractor must be required to:

a. Commence work under this contract within five (5) calendar days after the date the Contractor receives the Notice to Proceed (NTP).

b. Prosecute the work diligently, and complete the entire work ready for use, not later than 310 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion must include final cleanup of the premises.

c. The following interim milestones, as indicated below, shall be met by the Contractor. These milestones are indicated in days after the NTP is issued by the Government:

(1) Project Signage Installed - 30 days

(2) Parking Lot - Partial Demolition and Excavation/Temporary Shoring

- 75 days

(3) Delivery of Driftmaster II to CMPT - 310 days

(4) Micro Pile Installation (Mooring Dolphins, Cable Crane) - 115 days

(5) Pile Caps and Footing Installation (Mooring Dolphins, Shore Power, Cable Crane) - 196 days

(6) Bollard Installation - 200 days

(7) Mooring Line Rub Rail Installation - 198 days

(8) Gangway: Foundation Design and Construction, Delivery and Installation - 262 days

(9) Cone Fendering Installation - 218 days

(10) Piles for Fenders - 232 days

(11) Fender Collar Installation - 246 days

(12) Parking Lot - Backfill, compaction, installation of drains and utilities, and paving - 277 days

(13) GFE Delivery Complete - 92 days

(14) GFE Installation - 103 days

The Contractor must furnish all labor, materials, equipment, and services for the following work covered under this contract. All work must be in accordance with the drawings and specifications or instructions attached

MAY 2025 01 11 00 - Page 1 hereto and made a part thereof, or to be furnished hereafter by the Contracting Officer and subject, in every detail, to his supervision, direction, and instructions.

1.2 DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

This project cost is estimated to be between $5,000,000.00 and $10,000,000.00.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes demolition of existing timber fender piles, timber rub rail, and removal of existing pavement and trench drain for the installation of six new mooring dolphins, a cable crane foundation (including electrical services), and a new fender system. Each mooring dolphin is comprised of six tubular steel casing pipe piles (micropiles) connected to a reinforced concrete cap. Each mooring dolphin micropile is socketed to rock using a threaded bar anchoring system. Each mooring dolphin is furnished with a new steel bollard for mooring and tubular steel rub rail connected to the existing concrete cap beam using post installed epoxy anchors. The cable crane foundation is comprised of three micropiles connected to a reinforced concrete cap. The new fender system is comprised of foam-filled camels braced against vertical steel pipe piles that are connected to molded rubber cone fenders with a fabricated steel guide pile sleeve assembly. Work also includes installation of new utility service and powering of project equipment.

1.3.2 Location

The work is located at the Caven Point Marine Terminal (CPMT), Jersey City, New Jersey, approximately as indicated in drawing plans.

1.4 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure for executing the work, means of access, space for storage of materials and equipment, and use of areas.

1.5 EXISTING WORK

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

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

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

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1.6 LOCATION OF UNDERGROUND UTILITIES

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

Contact local utility locating service a minimum of 5 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

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

1.6.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

MAY 2025 01 11 00 - Page 3

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 1: 02/23

PART 1 GENERAL

1.1 SUBMITTALS

General requirement – The Contractor must comply with Engineering Manual EM-385-1-1 and OSHA.

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.

"RO" indicates the Resident Office. When used, a code following the "S" classification, the submittal is for documentation of Sustainable requirements. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The Contractor must be ready for operation as approved by Contracting Officer before work which would interfere with normal operation is started.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) Steel Pipe Piles

(2) Mooring Bollards

(3) Extruded Rubber Cone Fenders

(4) Foam-filled Camels

(5) Steel Guide Pile Sleeve Assemblies

(6) Rock Anchor Assemblies

c. The Caven Point Marine Terminal (Activity) will remain in operation during the entire construction period. The Contractor must conduct his operations so as to not cause interference with normal operations of the activity.

d. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

MAY 2025 01 14 00 - Page 1

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear 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. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.3.1.1 Subcontractors and Personnel Contacts

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

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, 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 will identify designated smoking areas.

1.3.2 Working Hours

The Contractor is allowed to work during the hours of 7:00 AM to 5:00 PM Monday through Friday, excluding Government holidays. Work on Saturday or Sunday will not be allowed on a regular basis. In the rare event the Contractor considers it necessary to work on Saturday or Sunday, it must be approved by the Contracting Officer, and the Contractor shall provide notice one week prior to the Contracting Officer and the community.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer 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 may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Exclusionary Period

No work may be performed on Saturdays, nor Sundays, without prior written approval of the Contracting Officer. This period has not been considered in computing the time allowed for the performance of this contract.

1.3.5 Progress Photos

If the Contractor would like to use a drone on site for any purpose, the

MAY 2025 01 14 00 - Page 2

Contractor shall coordinate with the USACE Survey Division and prepare a flight plan that meets the approval of the Contracting Officer.

1.3.6 Occupied Building(s)

The Contractor shall be working around existing buildings which are occupied. Do not enter the building(s) without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times.

1.3.7 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.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air are considered utility cutovers pursuant to the paragraph WORK

OUTSIDE REGULAR HOURS.

d. Operation of Utilities: The Contractor must not operate nor disturb the setting of control devices in the CPMT utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II shall apply.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

MAY 2025 01 14 00 - Page 3

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 3: 02/23

PART 1 GENERAL

1.1 PRICING INFORMATION

The Contractor shall base its bid on the requirements of the contract, drawings, specifications and the following:

a. Surface elevations are as indicated.

b. Pipes or other artificial obstructions may be encountered.

c. Ground water elevations, indicated by the boring log, were those existing at the time subsurface investigations were made and do not necessarily represent ground water elevation at the time of construction.

d. Material characterization, as indicated by the boring logs, is indicative of the existing conditions at their respective locations at the time subsurface investigations were made and do not necessarily represent ground conditions throughout the entire site.

e. Hard materials and rock may be encountered during pile setting and driving operations.

1.2 CONTRACT COST BREAKDOWN

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

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 BIDDING PROPOSAL SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

MAY 2025 01 20 00 - Page 1

1.3.1 Item 0001 Mobilization

1.3.1.1 Payment

This item includes mobalization (including subcontractor mobilizations), project signage, preconstruction surveys, temporary fencing and all general requirements in the plans and specs.

Payment will be made for costs associated with mobilization, as defined in Special Contract Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

Mobilization shall include bonds, insurance, construction preparatory operations and submittals, all costs associated with and incurred in performing pre-construction, including the movement of personnel and equipment to the Project site, all materials necessary to mobilize the construction preparatory operations, and all other facilities and incidental items necessary to perform work in accordance with the requirements of the Contract that are not specifically identified as other items of work. Payment shall be made for the furnishing of all materials, labor, tools, equipment, and incidentals necessary to mobilize the construction preparatory operations.

Payment will be made for costs associated with all work related to preparing and executing the monitoring plan, wall stability analysis and findings report, furnish and install and removal of temporary fencing, furnish and install and removal of safety signage, and all other general requirements related to this project.

Payment will be made for costs associated with all fabrication, supply, installation and removal of Project Signage as described in 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.

1.3.1.2 Unit of Measure

Unit of measure: job.

1.3.2 Item 0002 Demolition

1.3.2.1 Payment

Payment will be made for costs associated with demolition and disposal of demolised material in accordance with plans and specifications and as described 02 41 00 DEMOLITION.

1.3.2.2 Unit of Measure

Unit of measure: job.

1.3.3 Item 0003 Mooring Dolphins

1.3.3.1 Payment

This item includes excavation, temporary shoring, mooring dolphins, micropiles, reinforced concrete cap, bollards, rub rail and all associated transport, labor and placement to meet the requirement of the plans and specs.

Payment will be made for costs associated with excavation, which includes the requirements indicated in Section 31 00 00 EARTHWORK, performing required excavation and other operations incidental thereto, and

MAY 2025 01 20 00 - Page 2 disposition of excess excavated material and unsuitable and frozen materials.

Payment will be made for costs associated with furnishing, transporting, installing, monitoring and removal of temporary shoring as required for this project and indicated on the drawings and Sections 02 41 00 DEMOLITION, 03 31 30 MARINE CONCRETE, and 05 12 00 STRUCTURAL STEEL.

Payment will be made for costs associated with furnishing, transporting, delivering, and placing micropiles with rock anchors (micro-piles) that meet the requirements stated on the drawings and specifications. Payment will include providing the number, size, capacity, and length of micropile casing and rock anchors as indicated on the drawings. Include the cost of all necessary equipment, tools, material, labor, and supervision required to: deliver, handle, install, grout, test, cut-off, dispose of any cut-offs, and meet the applicable contract requirements. Include pre-drilling, and redrilling anchors. If it is found that any anchor is not of sufficient length to provide the capacity specified, notify the Contracting Officer, who reserves the right to increase or decrease the total length of anchors to Contracting Officer, who reserves the right to increase or decrease the total length of anchors to be provided and installed by changing the anchor locations, requiring the installation of additional anchors, or directing the omission of anchors from the requirements shown and specified. Payment for anchors will be based on successfully installing anchors to satisfy the acceptance criteria. No additional payment will be made for: damaged, rejected, or misplaced anchors; withdrawn anchors; or other excesses beyond the assumed anchor length indicated for which the Contractor is responsible. Include payments for vibration monitoring, sound monitoring and precondition construction surveys. No separate payment will be made for accessories; include payment in the Contract unit price for the items of work to which the accessories are incidental.

Payment will be made for costs associated with furnishing, and installing concrete pile caps, bollards, and rub rails that meet the requirements stated on the drawings and specifications. No separate payment will be made for accessories; include payment in the Contract unit price for the items of work to which the accessories are incidental.

1.3.3.2 Unit of Measure

Unit of measure: job.

1.3.4 Item 0004 Fender System

1.3.4.1 Payment

This item includes supply, installation, and all associated costs for cone fenders, steel pile sleeves, concrete filled pipe piles, camels, and ladders in accordance with plans and specs.

Payment will be made for costs associated with furnishing, and installing cone fenders, steel pile sleeves, camels and ladders that meet the requirements stated on the drawings and specifications. No separate payment will be made for accessories; include payment in the Contract unit price for the items of work to which the accessories are incidental.

Payment will be made for costs associated with furnishing and installing concrete filled pipe piles for the fenders, driven to the minimum tip

MAY 2025 01 20 00 - Page 3 elevation. Concrete filled pipe piles shall meet the requirements stated on the drawings and specifications. Contractor shall hire the services of an independent, Registered Professional Geotechnical Engineer, experienced in soil mechanics and Pile Dynamic Analysis, to observe test pile installation as specified herein. The Contractor's Geotechnical Consultant must be independent of the Contractor and must have no employee of employer relationship, which could constitute a conflict of interest. The Contractor shall include the cost of all necessary equipment, tools, material, labor, and supervision required to: deliver, handle, install, cut-off, place concrete infill, dispose of any cut-offs, and meet the applicable contract requirements. Include mobilization, clearing of drive line, pre-drilling, driving, and re-driving heaved piles to the required tip elevation as directed by the Contractor's Geotechnical Consultant. If, in driving and redriving, it is found that any pile is not of sufficient to provide the capacity specified, notify the Contracting Officer, who reserves the right to increase or decrease the total length of piles to be provided and installed by changing the pile locations or elevations, requiring the installation of additional piles, or directing the omission of piles from the requirements shown and specified. Payment for piles will be based on successfully installing piles to both the minimum tip elevation and satisfying the acceptance criteria identified herein. No additional payment will be made for: damaged, rejected, or misplaced piles; withdrawn piles;

any portion of a pile remaining above the cut-off elevation; back driving;

cutting off piles; splicing; build-ups; any cut-off length of piles; or other excesses beyond the assumed pile length indicated for which the Contractor is responsible as stated on the drawings and specifications.

Include for vibration monitoring, sound monitoring, construction instrumentation and monitoring, and precondition construction surveys. No separate payment will be made for accessories; include payment in the Contract unit price for the items of work to which the accessories are incidental.

1.3.4.2 Unit of Measure

Unit of measure: job.

1.3.5 Item 0005 Supply and Install Gangway

1.3.5.1 Payment

Payment will be made for costs associated with supply and installation for a gangway that meets the requirements of the specifications and drawings related to this item. No separate payment will be made for accessories;

include payment in the Contract unit price for the items of work to which the accessories are incidental.

1.3.5.2 Unit of Measure

Unit of measure: job.

1.3.6 Item 0006 Electrical Works

1.3.6.1 Payment

This item includes electrical works comprisising of PVC duct banks, all types and sizes of cable, all grounding systems and components, switchboard, panelboard, and electrical requirements as needed for shore power unit and cable crane installation, not including excavation (already captured elsewhere), in accordance with plans and specs. Payment shall be

MAY 2025 01 20 00 - Page 4 made for the furnishing and installation of all materials, labor, tools, equipment, and incidentals necessary to perform the work in compliance with the specifications and drawings.

1.3.6.2 Unit of Measure

Unit of measure: job.

1.3.7 Item 0007 Structural Earthworks for Electrical and Cable Crane

1.3.7.1 Payment

This item comprises of structural earthworks including concrete equipment pads, cable crane foundation, asphaltic concrete paving and subbase, railroad rail cutting and additional trenching and patchwork, ductbank trenching, concrete fill and bollards with all equipment and labor, not including asphaltic concrete pavement and subbase included elesewhere, in accordance with plans and specifications. Payment shall be made for the furnishing of and installation all materials, labor, tools, equipment, and incidentals necessary to perform the work in compliance with the specifications and drawings. No separate payment will be made for accessories; include payment in the Contract unit price for the items of work to which the accessories are incidental.

1.3.7.2 Unit of Measure

Unit of measure: job.

1.3.8 Item 0008 Demobilization

1.3.8.1 Payment

This item includes demobilization, post construction surveys, parking lot restoration, remove asphalt, supply and install compacted subbase, asphaltic concrete pavement, drainage trench with grating, compacted backfill, connector pipes, inlet drain and O&M manuals training for installed equipment as required by plans and specs. Payment shall be made for the furnishing and installation of all materials, labor, tools, equipment, and incidentals necessary to perform the work in compliance with the specifications and drawings.

Payment will be made for costs associated with demobilization, as defined in Special Contract Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION.

Demobilization shall include bonds, insurance, all costs associated with and incurred in performing post-construction surveys and as-builts, including the movement of personnel and equipment to the Project site, all materials necessary to demobilize the construction preparatory operations, and all other facilities and incidental items necessary to perform work in accordance with the requirements of the Contract that are not specifically identified as other items of work. Payment shall be made for the furnishing of all materials, labor, tools, equipment, and incidentals necessary to mobilize and subsequently demobilize the construction preparatory operations.

1.3.8.2 Unit of Measure

Unit of measure: job.

MAY 2025 01 20 00 - Page 5

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 BIDDING 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 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 Item Not Applicable

There are no unit cost items in this project. All the items are cost based on a job as described in section 1.3.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

MAY 2025 01 20 00 - Page 6

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 (2014) Safety -- Safety and Health Requirements Manual

1.2 SUBMITTALS

General requirement – The Contractor must comply with Engineering Manual EM-385-1-1 and OSHA.

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.

"RO" indicates the Resident Office. When used, a code following the "S" classification, the submittal is for documentation of Sustainable requirements. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) Contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE Contractors are encouraged to seek out highly qualified veterans to perform services under this contract.

The following resources are available to assist USACE Contractors in their outreach efforts:

Federal Veteran employment information -http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance -https://www.dol.gov/vets/

MAY 2025 01 30 00 - Page 1

Department of Veterans Affairs-VOW to Hire Heroes Act -http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes -http://www.hiringourheroes.org/

1.4 VIEW LOCATION MAP

Submit for approval, 15 days prior to the first digital photograph campaign, a sketch or drawing indicating the planned photographic locations and vantage points. Update as required if the locations are moved.

1.5 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Include aerial photographs and ground photographs. 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 Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate file, 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 within the digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government. Also refer to requirements in Section

01 14 00 WORK RESTRICTIONS.

Files can be transmitted utilizing DoD Safe. https://safe.apps.mil/

1.6 MINIMUM 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 New Jersey State law.

1.7 SUPERVISION

1.7.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years of 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.

The Superintendent is not allowed to also assume the role of QC Manager.

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The QC Manager and Superintendent roles shall be undertaken by two individuals, each of which is dedicated to their assigned role and shall not overlap.

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.

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 Contractor.

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.

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

The Contractor must provide at this Conference the following items, required for approval at or before this Conference as indicated. Refer to the specification sections listed below for these document's initial submission requirements:

a. Initial Project Schedule; section 01 32 01.00 10 PROJECT SCHEDULE

b. Accident Prevention Plan (APP); section 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS

MAY 2025 01 30 00 - Page 3

c. Contractor Quality Control (CQC) Plan; section 01 45 00 QUALITY CONTROL

d. List of Contact Personnel; section 01 14 00 WORK RESTRICTIONS

e. Environmental Protection Plan (EPP); section 01 57 19 TEMPORARY

ENVIRONMENTAL CONTROLS

f. Letter appointing Superintendent

g. Plan of the site with all construction execution related areas identified, including but not limited to trailer, storage area, parking area, access routes, toilets, construction limits, etc.

1.8.1 Attendees

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

1.9 PARTNERING

To most effectively accomplish this Contract, the 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 Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, USACE, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.9.1 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 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 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 Contractor. The Facilitator is responsible for leading all aspects of the Partnering session necessary to achieve the Partnering goal.

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e. An outcome of the Partnering session must be an escalation matrix agreed upon by both the Government and Contractor, which identifies key Government and 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 Contractor Officer. All costs associated with follow-on Partnering sessions are the responsibility of the Contractor.

1.10 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.

1.11 (S-102) CONTRACTOR SUPPLY and USE OF ELECTRONIC SOFTWARE FOR

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

The 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 Contractor elects to use an electronic Davis-Bacon payroll processing system, then the 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 Contractor to comply with Davis-Bacon and related Act regulations.

When the Contractor uses an electronic Davis-Bacon payroll system, the electronic payroll service must be used by the 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 Contractor chooses to use an electronic Davis-Bacon payroll system, then the Contractor must obtain and provide electronic system access to the

MAY 2025 01 30 00 - Page 5

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 contract administration office to the electronic payroll processing system used by the Contractor.

The 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 Contractor's Quality Control System (QCS) version of 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 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 Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service must be included in the 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.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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SECTION 01 32 01.00 10

PROJECT SCHEDULE

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

AACE 84R-13 (2015) Planning and Accounting for Adverse Weather

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 67-17 (2017) Schedule Delay Analysis

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- Project Schedules

1.2 SUBMITTALS

General requirement – The Contractor must comply with Engineering Manual EM-385-1-1 and OSHA.

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.

"RO" indicates the Resident Office. When used, a code following the "S" classification, the submittal is for documentation of Sustainable requirements. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G , RO

Preliminary Project Schedule; G , RO

Initial Project Schedule; G , RO

Periodic Schedule Update; G , RO

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the

MAY 2025 01 32 01.00 10 - Page 1 preparation of the schedule and all required updating and production of reports. The Designated Project Scheduler must have prepared and maintained at least three previous construction schedules for projects of similar size and complexity to this contract, using Primavera P6.

Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

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

2.1.1 Government Default Software

The Government uses Primavera P6. Ensure exported schedule files are compatible with the version of P6 used by the Government.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system. Verify at the SEKO meeting which version of P6 is in use by the Government. Export the schedule in a version of P6 no newer than that used by the Government.

2.1.2.2 Other Than Primavera

If the Contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

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

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

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3.1.1 Scheduling Expectations Kickoff Meeting(SEKO)

In conjunction with the post award conference or pre construction conference the Government and the Contractor will hold a separate and distinct Scheduling Expectations Kickoff Meeting (SEKO). The intent of this meeting is for the Government to review with the contractor the requirements of the scheduling specification, communicate the Government’s expectations regarding schedule development and management, and answer any questions the Contractor may have regarding the schedule requirements.

3.1.2 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions, and to provide the basis of all progress payments. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

3.1.3 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor must take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government.