Amendment 0003 Attachment.pdf

Hurricane and Storm Damage Reduction Project Phase II – Contract 5

Port Monmouth, New Jersey

W912DS22B0003

Amendment 0003

AMENDMENT 0002 for Port Monmouth Contract 5 Port Monmouth, NJ.

W912DS22B0003.

TO BIDDERS:

The following changes shall be made to the drawings and specifications.

DRAWINGS:

1. The following DRAWINGS have been REVISED and REISSUED:

a. ES-100 The routing of sluice gate power conduits has been clarified and bubbled.

b. S-004 The Sheetpile Schedule has been revised and bubbled

c. S-301 Note 10 has been added and bubbled.

2. The following DRAWINGS have been REVISED but NOT REISSUED:

a. None

3. The following NEW DETAILS have been ADDED:

a. None

4. The following DRAWINGS have been DELETED:

a. None

SPECIFICATIONS:

1. The following SPECIFICATION SECTIONS have been ADDED and are provided in their entirety herein:

2. The following SPECIFICATIONS SECTIONS have been DELETED in their entirety:

3. The following SPECIFICATIONS SECTIONS have been REVISED and REISSUED:

a. SECTION 01 78 23, Section 3.1.2

1. Operational training of all equipment at least three (3) times over a week period for repetition.

2. Make sure question and answer periods are within the video.

3. Contractor operates equipment on facility while under contract and does operation based on OMRR&R requirements.

4. Contractor must simulate 3 storm events. These events should require the use of the pumps to run for at least 30 minutes in testing mode sluice gate positions.

b. SECTION 01 11 00, Para 1.4

1. Existing retaining walls that are in the way of the floodwall alignment shall be removed and rebuilt at a coordinated location post construction.

c. SECTION 01 11 00, Para 1.4.1

1. Added: sprinkler system in the body of paragraph.

2. Added: Condo Pool area shall be fenced in if fences are to be removed.

d. SECTION 01 50 00, para 3.4

1. Revised the language to " Road opening permit required for Main St., Port Monmouth Rd. and Brainard must be obtained from Monmouth County."

4. The following SPECIFICATIONS have been REVISED but NOT REISSUED:

a. None.

BIDDER’S QUESTIONS AND GOVERNMENT REPLY

(Questions that may be of general interest to all Bidders and/or the Government and that are not readily answered by the proceeding changes will appear below. These questions may have been paraphrased or altered to represent several questions regarding the same subject and/or simply revised to clarify and simplify the question(s).

Questions and answers are issued to the bidders “For Information Only” and do not revise the solicitation, plans or specifications.)

Bidder Inquiry 01:

Regarding the Port Monmouth Contract 5 opportunity, the advertisement does not indicate a pre-bid meeting or conference date and time. Can you confirm no meeting has been scheduled at this time? Is the site available for bidders to visit? If not, can arrangements be made for bidders to inspect the site?

Government Response: No formal site visit will be conducted; however, the entire project area is visible from public property. Contractors are encouraged to view the site at their own availability.

Bidder Inquiry 02:

Is there a procedure for submitting questions about the project? I know on other Corps projects, they will use ProjNet for submitting questions. Can you let me what the proper procedure to submit them on this project is?

Government Response: RFIs shall be delivered to the CT Specialist designated on SAM.GOV

Bidder Inquiry 03:

There are several sections in the Specifications that are not included in the document; however, they do reference: “To be provided by Contracting Division.” Please see below examples.

1. Section 00 22 10 TECHNICAL PROPOSAL DESIGN -BID-BUILD SELECTION PROCEDURES: 1.1 Note says, “To be provided by Contracting Division.”

2. Section 00 24 00 EVALUATION FACTORS FOR AWARD: 1.1 Note says, “To be provided by Contracting Division.”

3. Section 00 72 00 CONTRACT CLAUSES: 1.1 Note says, “To be provided by Contracting Division.”

There are also sections that are referenced in the Specifications but are not included. While not included in the Specifications, there are sections in Attachment W912DS22B0003 that have relevant information to these same sections not provided in the Specifications. See the following examples:

4. Section 00 45 00 REPRESENTATIONS AND CERTIFICATIONS: Note 1.1 says “To be provided by Contracting Division.” This Section is contained in Attachment W912DS22B0003.

5. Section 00 21 16 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS: 1.1 Note says, “To be provided by Contracting Division.” While this Section is not included, Attachment W912DS22B0003 00 21 00 contains Bid Submission Instructions.

6. Section 00 90 00 WAGE Rates: 1.1 Note says, “To be provided by Contracting Division.” Section 01 00 00 – General Requirement references Wage Rates.

7. Lastly, Attachment W912DS22B0003 Section 00 73 00 - Supplementary Conditions is blank. This Section is not available or referenced in the Specifications.

Government Response:

1. Not applicable, three is no technical proposal with an IFB Design-bid-build.

2. Evaluation factors for award are not applicable, this is an invitation for bid.

3. Refer to standard form 1442 section 00 70 00 for contract clauses.

4. Refer to standard form 1442 section 00 45 00 for REPRESENTATIONS AND CERTIFICATIONS

5. Refer to standard form 1442 section 00 21 00 for INSTRUCTIONS, CONDITIONS, AND NOTICE

TO BIDDERS

6. Refer to standard form 1442 section 01 00 00 - General Requirements

7. 00 73 00 - Supplementary Conditions is intentionally blank.

Bidder Inquiry 04:

A 4-week extension is requested to the current bid date.

Government Response: The bid date was extended to 05-MAY-22 in Amendment 1.

Bidder Inquiry 05:

Having gone through the documents and the references mentioned therein, please advise as to where I may find the insurance requirements for this contract.

Government Response: Refer to spec section 01 30 00 paragraph 1.8

Bidder Inquiry 06:

In the absence of any requirements within the Solicitation documents, please confirm whether the 23% Small Business Enterprise goal per the Reauthorization Act of 1997 is the governing requirement pertaining to the use of small and/or disadvantage firms on this project.

Government Response: There are no established small business goals. Goals will be established with the winning bidder based on their subcontracting plan submittal

Bidder Inquiry 07:

1. Drawing S-004 shows 2 types of sheet piles # 1 has S=18.1 and will require a Z sheet.

2. Is there a minimum sheet pile thickness required?

3. On Pages 1620 and 1623 both the sheet pile and H pile require coal tar epoxy paint for 10ft.

from the top. There is no material, preparation, application for the coal tar paint?

4. I also note that the H piles do not have tip protection that most projects use today.

Government Response:

1. Sheet pile 1” are Z shape piles. Plan drawings and section drawings show Z shaped pile driving.

2. The controlling factors for “sheet pile 2” are the moment of inertia 258.3 and minimum thickness of 0.5 inch (example of section equivalent is PZ 35). Section modulus value of S=10.7 will be removed and drawings will be amended. Plan section S104 and detail section S303 show Z shape connections.

3. Refer to Spec 31 41 16 section 2.1.2 on required minimum thickness (0.5 inch).

4. Follow spec 09 96 00 for high performance coating. Apply epoxy as per section 2.2 and prep surface as per section 3.1

5. Pile tip and pile shoes are for the contractor to provide based on soil condition and pile drivability. Refer to specs 31 62 16.16 and provide shop drawings accordingly.

Bidder Inquiry 08:

What is the deadline for RFI’s pre bid?

Government Response: RFIs will be accepted until end of day 23-MAY-22

Bidder Inquiry 09:

Contractors informed the Government that they will be hand-delivering this bid in accordance with the solicitation.

Government Response: Acknowledged.

Bidder Inquiry 10:

A contractor requested assistance with searching PDFs in the solicitation package.

Government Response: Contractors shall use the documents provided in the solicitation.

Bidder Inquiry 11:

1. I wanted to request a bidder list, if available.

2. Additionally, I noticed that the NJDEP permit(s) require mitigation for the project stipulated impacts as follows:

Permanent Impacts (NJDEP File & Activity # 1331-14-0001.7 CDT210001) (NJDEP Permit #

1331-14-0001.7 LUP210001):

0.387 acres Scrub Shrub freshwater wetlands

0.587 acres Emergent freshwater wetlands

6.926 acres Coastal wetlands

0.028 acres Intertidal and Subtidal Shallows

0.339 acres Transition areas

Do you know how the Corps plans to mitigate for those impacts? I noticed that the current solicitation on SAM.gov only requests 1.04 acres of freshwater wetland mitigation bank credits in Option 12 (Item # 0028) of the Bid Sheet.

Government Response:

1. There is no bidder list this is a full and open competition.

2. The contractor shall bid on the credits specified in Option 12 (CLIN 0028).

Bidder Inquiry 12:

1. Please advise of whether there are provisions for pay adjustments for fuel, asphalt, and steel index adjustments.

2. Section 01.30.00 Administrative Requirements, page 1, Part 1.4, mentions taking “a minimum of 10 digital photos each day throughout the entire project…”. Please advise if daily photos are correct or if this was meant to mean monthly.

3. Drawing C-503, the Earthen Levee detail shown on C-503 depicts an inspection trench below existing grade. Please confirm if this inspection trench only exists in conjunction with wherever there is a sheet pile cut off wall.

4. Drawing C-101G, the Levee Dune Tie In detail on C-101G does not depict the sheet pile cut off wall through STA 37+00, however the sheet pile cut off wall is shown on the plan view on that same drawing. Please confirm if sheeting is to be installed through the levee dune tie in.

5. Drawing C-503, please confirm if the inspection trench shown on C-503 as part of the Earthen Levee detail will be required at the levee shown on C-101G. The section view on C- 101G currently does not depict an inspection trench.

Government Response:

1. The bids submitted shall be a firm fixed price bid.

2. The language in Section 01.30.00 is as stated.

3. The detail “Centerline Profile View” on drawing C-101G shows sheet pile cutoff wall beneath the earthen levee.

4. Yes – inspection trench is required beneath the earthen levee shown on drawing C-101G.

Bidder Inquiry 13: Please confirm that all gas utility work will be performed by New Jersey Natural Gas.

Government Response: All work involving New Jersey Natural Gas is to be coordinated between the contractor and utility company to determine the scope of work needed on their utility. The need for certain utility work is dependent on how the contractor goes about doing the work based on the means and methods they so chose. The Government provided plans has multiple ways achieve the intended final product. If the contractor has the equipment capable and finds a more cost-effective means to not disturb this utility, the contractor should coordinate with that utility company and bid accordingly.

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PORTMONPIICT5 PORT MONMOUTH PHASE II, CONTRACT 5

Amendment 01

SECTION 01 78 23

OPERATION AND MAINTENANCE DATA

08/ 15, CHG 1: 11/ 20

PART 1 GENERAL

1.1 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-10 Operation and Maintenance Data

O&M Database ; G, RO

Training Plan ; G, RO

Training Outline ; G, RO

Training Content ; G, RO

SD-11 Closeout Submittals

Training Video Recording ; G, RO

Validation of Training Completion ; G, RO

1.2 OPERATION AND MAINTENANCE DATA

Submit Operation and Maintenance (O&M) Data for the provided equipment, product, or system, defining the importance of system interactions, troubleshooting, and long-term preventive operation and maintenance.

Compile, prepare, and aggregate O&M data to include clarifying and updating the original sequences of operation to as-built conditions.

Organize and present information in sufficient detail to clearly explain O&M requirements at the system, equipment, component, and subassembly level. Include an index preceding each submittal. Submit in accordance with this section and Section 01 33 00 SUBMITTAL PROCEDURES.

1.2.1 Package Quality

Documents must be fully legible. Operation and Maintenance data must be consistent with the manufacturer's standard brochures, schematics, printed instructions, general operating procedures, and safety precautions.

1.2.2 Package Content

Provide data package content in accordance with paragraph SCHEDULE OF OPERATION AND MAINTENANCE DATA PACKAGES. Comply with the data package requirements specified in the individual technical sections, including the content of the packages and addressing each product, component, and system designated for data package submission, except as follows. Use Data Package 4 for commissioned items without a specified data package

SECTION 01 78 23 Page 1 04/08/22 requirement in the individual technical sections. Provide a Data Package 4 instead of Data Package 1 or 2, as specified in the individual technical section, for items that are commissioned.

1.2.3 Changes to Submittals

Provide manufacturer-originated changes or revisions to submitted data if a component of an item is so affected subsequent to acceptance of the O&M Data. Submit changes, additions, or revisions required by the Contracting Officer for final acceptance of submitted data within 30 calendar days of the notification of this change requirement.

1.3 O&M DATABASE

Develop an editable, electronic spreadsheet based on the equipment in the Operation and Maintenance Manuals that contains the information required to start a preventive maintenance program. As a minimum, provide list of system equipment, location installed, warranty expiration date, manufacturer, model, and serial number.

1.4 OPERATION AND MAINTENANCE MANUAL FILE FORMAT

Assemble data packages into electronic Operation and Maintenance Manuals.

Assemble each manual into a composite electronically indexed file using the most current version of Adobe Acrobat or similar software capable of producing PDF file format. Provide compact disks (CD) or data digital versatile disk (DVD) as appropriate, so that each one contains operation, maintenance and record files, project record documents, and training videos. Include a complete electronically linked operation and maintenance directory.

1.4.1 Organization

Bookmark Product and Drawing Information documents using the current version of CSI MasterFormat numbering system, and arrange submittals using the specification sections as a structure. Use CSI MasterFormat and UFGS numbers along with descriptive bookmarked titles that explain the content of the information that is being bookmarked.

1.4.2 CD or DVD Label and Disk Holder or Case

Provide the following information on the disk label and disk holder or case:

a. Building Number

b. Project Title

c. Activity and Location

d. Construction Contract Number

e. Prepared For: (Contracting Agency)

f. Prepared By: (Name, title, phone number and email address)

g. Include the disk content on the disk label

h. Date

SECTION 01 78 23 Page 2

i. Virus scanning program used

1.5 TYPES OF INFORMATION REQUIRED IN O&M DATA PACKAGES

The following are a detailed description of the data package items listed in paragraph SCHEDULE OF OPERATION AND MAINTENANCE DATA PACKAGES.

1.5.1 Operating Instructions

Provide specific instructions, procedures, and illustrations for the following phases of operation for the installed model and features of each system:

1.5.1.1 Safety Precautions and Hazards

List personnel hazards and equipment or product safety precautions for operating conditions. List all residual hazards identified in the Activity Hazard Analysis provided under Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS. Provide recommended safeguards for each identified hazard.

1.5.1.2 Operator Prestart

Provide procedures required to install, set up, and prepare each system for use.

1.5.1.3 Startup, Shutdown, and Post-Shutdown Procedures

Provide narrative description for Startup, Shutdown and Post-shutdown operating procedures including the control sequence for each procedure.

1.5.1.4 Normal Operations

Provide Control Diagrams with data to explain operation and control of systems and specific equipment. Provide narrative description of Normal Operating Procedures.

1.5.1.5 Emergency Operations

Provide Emergency Procedures for equipment malfunctions to permit a short period of continued operation or to shut down the equipment to prevent further damage to systems and equipment. Provide Emergency Shutdown Instructions for fire, explosion, spills, or other foreseeable contingencies. Provide guidance and procedures for emergency operation of utility systems including required valve positions, valve locations and zones or portions of systems controlled.

1.5.1.6 Operator Service Requirements

Provide instructions for services to be performed by the operator such as lubrication, adjustment, inspection, and recording gauge readings.

1.5.1.7 Environmental Conditions

Provide a list of Environmental Conditions (temperature, humidity, and other relevant data) that are best suited for the operation of each product, component or system. Describe conditions under which the item equipment should not be allowed to run.

SECTION 01 78 23 Page 3

1.5.1.8 Operating Log

Provide forms, sample logs, and instructions for maintaining necessary operating records.

1.5.1.9 Additional Requirements for HVAC Control Systems

Provide Data Package 5 and the following for control systems:

a. Narrative description on how to perform and apply functions, features, modes, and other operations, including unoccupied operation, seasonal changeover, manual operation, and alarms. Include detailed technical manual for programming and customizing control loops and algorithms.

b. Full as-built sequence of operations.

c. Copies of checkout tests and calibrations performed by the Contractor (not Cx tests).

d. Full points list. Provide a listing of rooms with the following information for each room:

(1) Floor

(2) Room number

(3) Room name

(4) Air handler unit ID

(5) Reference drawing number

(6) Air terminal unit tag ID

(7) Heating or cooling valve tag ID

(8) Minimum cfm

(9) Maximum cfm

e. Full print out of all schedules and set points after testing and acceptance of the system.

f. Full as-built print out of software program.

g. Marking of system sensors and thermostats on the as-built floor plan and mechanical drawings with their control system designations.

1.5.2 Preventive Maintenance

Provide the following information for preventive and scheduled maintenance to minimize repairs for the installed model and features of each system.

Include potential environmental and indoor air quality impacts of recommended maintenance procedures and materials.

1.5.2.1 Lubrication Data

Include the following preventive maintenance lubrication data, in addition to instructions for lubrication required under paragraph OPERATOR SERVICE

SECTION 01 78 23 Page 4

REQUIREMENTS:

a. A table showing recommended lubricants for specific temperature ranges and applications.

b. Charts with a schematic diagram of the equipment showing lubrication points, recommended types and grades of lubricants, and capacities.

c. A Lubrication Schedule showing service interval frequency.

1.5.2.2 Preventive Maintenance Plan, Schedule, and Procedures

Provide manufacturer's schedule for routine preventive maintenance, inspections, condition monitoring (predictive tests) and adjustments required to ensure proper and economical operation and to minimize repairs. Provide instructions stating when the systems should be retested. Provide manufacturer's projection of preventive maintenance work-hours on a daily, weekly, monthly, and annual basis including craft requirements by type of craft. For periodic calibrations, provide manufacturer's specified frequency and procedures for each separate operation.

a. Define the anticipated time required to perform each of each test (work-hours), test apparatus, number of personnel identified by responsibility, and a testing validation procedure permitting the record operation capability requirements within the schedule. Provide a remarks column for the testing validation procedure referencing operating limits of time, pressure, temperature, volume, voltage, current, acceleration, velocity, alignment, calibration, adjustments, cleaning, or special system notes. Delineate procedures for preventive maintenance, inspection, adjustment, lubrication and cleaning necessary to minimize repairs.

b. Repair requirements must inform operators how to check out, troubleshoot, repair, and replace components of the system. Include electrical and mechanical schematics and diagrams and diagnostic techniques necessary to enable operation and troubleshooting of the system after acceptance.

1.5.3 Repair

Provide manufacturer's recommended procedures and instructions for correcting problems and making repairs.

1.5.3.1 Troubleshooting Guides and Diagnostic Techniques

Provide step-by-step procedures to promptly isolate the cause of typical malfunctions. Describe clearly why the checkout is performed and what conditions are to be sought. Identify tests or inspections and test equipment required to determine whether parts and equipment may be reused or require replacement.

1.5.3.2 Wiring Diagrams and Control Diagrams

Provide point-to-point drawings of wiring and control circuits including factory-field interfaces. Provide a complete and accurate depiction of the actual job specific wiring and control work. On diagrams, number electrical and electronic wiring and pneumatic control tubing and the terminals for each type, identically to actual installation configuration

SECTION 01 78 23 Page 5 and numbering.

1.5.3.3 Repair Procedures

Provide instructions and a list of tools required to repair or restore the product or equipment to proper condition or operating standards.

1.5.3.4 Removal and Replacement Instructions

Provide step-by-step procedures and a list of required tools and supplies for removal, replacement, disassembly, and assembly of components, assemblies, subassemblies, accessories, and attachments. Provide tolerances, dimensions, settings and adjustments required. Use a combination of text and illustrations.

1.5.3.5 Spare Parts and Supply Lists

Provide lists of spare parts and supplies required for repair to ensure continued service or operation without unreasonable delays. Special consideration is required for facilities at remote locations. List spare parts and supplies that have a long lead-time to obtain.

1.5.3.6 Repair Work-Hours

Provide manufacturer's projection of repair work-hours including requirements by type of craft. Identify, and tabulate separately, repair that requires the equipment manufacturer to complete or to participate.

1.5.4 Appendices

Provide information required below and information not specified in the preceding paragraphs but pertinent to the maintenance or operation of the product or equipment. Include the following:

1.5.4.1 Product Submittal Data

Provide a copy of SD-03 Product Data submittals documented with the required approval.

1.5.4.2 Certificates

Provide a copy of SD-07 Certificates submittals documented with the required approval.

1.5.4.3 Manufacturer's Instructions

Provide a copy of SD-08 Manufacturer's Instructions submittals documented with the required approval.

1.5.4.4 O&M Submittal Data

Provide a copy of SD-10 Operation and Maintenance Data submittals documented with the required approval.

1.5.4.5 Parts Identification

Provide identification and coverage for the parts of each component, assembly, subassembly, and accessory of the end items subject to replacement. Include special hardware requirements, such as requirement

SECTION 01 78 23 Page 6 to use high-strength bolts and nuts. Identify parts by make, model, serial number, and source of supply to allow reordering without further identification. Provide clear and legible illustrations, drawings, and exploded views to enable easy identification of the items. When illustrations omit the part numbers and description, both the illustrations and separate listing must show the index, reference, or key number that will cross-reference the illustrated part to the listed part.

Group the parts shown in the listings by components, assemblies, and subassemblies in accordance with the manufacturer's standard practice.

Parts data may cover more than one model or series of equipment, components, assemblies, subassemblies, attachments, or accessories, such as typically shown in a master parts catalog.

1.5.4.6 Warranty Information

List and explain the various warranties and clearly identify the servicing and technical precautions prescribed by the manufacturers or contract documents in order to keep warranties in force. Include warranty information for primary components of the system. Provide copies of warranties required by Section 01 78 00 CLOSEOUT SUBMITTALS.

1.5.4.7 Extended Warranty Information

List all warranties for products, equipment, components, and sub-components whose duration exceeds one year. For each warranty listed, indicate the applicable specification section, duration, start date, end date, and the point of contact for warranty fulfillment. Also, list or reference the specific operation and maintenance procedures that must be performed to keep the warranty valid. Provide copies of warranties required by Section 01 78 00 CLOSEOUT SUBMITTALS.

1.5.4.8 Personnel Training Requirements

Provide information available from the manufacturers that is needed for use in training designated personnel to properly operate and maintain the equipment and systems.

1.5.4.9 Testing Equipment and Special Tool Information

Include information on test equipment required to perform specified tests and on special tools needed for the operation, maintenance, and repair of components. Provide final set points.

1.5.4.10 Testing and Performance Data

Include completed prefunctional checklists, functional performance test forms, and monitoring reports. Include recommended schedule for retesting and blank test forms. Provide final set points.

1.5.4.11 Field Test Reports and Manufacturer's Field Reports

Provide a copy of Field Test Reports (SD-06) and Manufacturer's Field Reports (SD-09) submittals documented with the required approval.

1.5.4.12 Contractor Information

Provide a list that includes the name, address, and telephone number of the General Contractor and each Subcontractor who installed the product or equipment, or system. For each item, also provide the name address and

SECTION 01 78 23 Page 7 telephone number of the manufacturer's representative and service organization that can provide replacements most convenient to the project site. Provide the name, address, and telephone number of the product, equipment, and system manufacturers.

1.6 SCHEDULE OF OPERATION AND MAINTENANCE DATA PACKAGES

Provide the O&M data packages specified in individual technical sections.

The information required in each type of data package follows:

1.6.1 Data Package 1

a. Safety precautions and hazards

b. Cleaning recommendations

c. Maintenance and repair procedures

d. Warranty information

e. Extended warranty information

f. Contractor information

g. Spare parts and supply list

1.6.2 Data Package 2

a. Safety precautions and hazards

b. Normal operations

c. Environmental conditions

d. Lubrication data

e. Preventive maintenance plan, schedule, and procedures

f. Cleaning recommendations

g. Maintenance and repair procedures

h. Removal and replacement instructions

i. Spare parts and supply list

j. Parts identification

k. Warranty information

l. Extended warranty information

m. Contractor information

1.6.3 Data Package 3

a. Safety precautions and hazards

b. Operator prestart

SECTION 01 78 23 Page 8

c. Startup, shutdown, and post-shutdown procedures

d. Normal operations

e. Emergency operations

f. Environmental conditions

g. Operating log

h. Lubrication data

i. Preventive maintenance plan, schedule, and procedures

j. Cleaning recommendations

k. Troubleshooting guides and diagnostic techniques

l. Wiring diagrams and control diagrams

m. Maintenance and repair procedures

n. Removal and replacement instructions

o. Spare parts and supply list

p. Product submittal data

q. O&M submittal data

r. Parts identification

s. Warranty information

t. Extended warranty information

u. Testing equipment and special tool information

v. Testing and performance data

w. Contractor information

x. Field test reports

1.6.4 Data Package 4

a. Safety precautions and hazards

b. Operator prestart

c. Startup, shutdown, and post-shutdown procedures

d. Normal operations

e. Emergency operations

f. Operator service requirements

SECTION 01 78 23 Page 9

g. Environmental conditions

h. Operating log

i. Lubrication data

j. Preventive maintenance plan, schedule, and procedures

k. Cleaning recommendations

l. Troubleshooting guides and diagnostic techniques

m. Wiring diagrams and control diagrams

n. Repair procedures

o. Removal and replacement instructions

p. Spare parts and supply list

q. Repair work-hours

r. Product submittal data

s. O&M submittal data

t. Parts identification

u. Warranty information

v. Extended warranty information

w. Personnel training requirements

x. Testing equipment and special tool information

y. Testing and performance data

z. Contractor information

aa. Field test reports

1.6.5 Data Package 5

a. Safety precautions and hazards

b. Operator prestart

c. Start-up, shutdown, and post-shutdown procedures

d. Normal operations

e. Environmental conditions

f. Preventive maintenance plan, schedule, and procedures

g. Troubleshooting guides and diagnostic techniques

h. Wiring and control diagrams

SECTION 01 78 23 Page 10

i. Maintenance and repair procedures

j. Removal and replacement instructions

k. Spare parts and supply list

l. Product submittal data

m. Manufacturer's instructions

n. O&M submittal data

o. Parts identification

p. Testing equipment and special tool information

q. Warranty information

r. Extended warranty information

s. Testing and performance data

t. Contractor information

u. Field test reports

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 TRAINING

Prior to acceptance of the facility by the Contracting Officer for Beneficial Occupancy, provide comprehensive training for the systems and equipment specified in the technical specifications. The training must be targeted for the building maintenance personnel, and applicable building occupants. Instructors must be well-versed in the particular systems that they are presenting. Address aspects of the Operation and Maintenance Manual submitted in accordance with Section 01 78 00 CLOSEOUT SUBMITTALS.

Training must include classroom or field lectures based on the system operating requirements. The location of classroom training requires approval by the Contracting Officer.

3.1.1 Training Plan

Submit a written training plan to the Contracting Officer for approval at least 60 calendar days prior to the scheduled training. Training plan must be approved by the Quality Control Manager (QC) prior to forwarding to the Contracting Officer. Also, coordinate the training schedule with the Contracting Officer and QC. Include within the plan the following elements:

a. Equipment included in training

b. Intended audience

SECTION 01 78 23 Page 11

c. Location of training

d. Dates of training

e. Objectives

f. Outline of the information to be presented and subjects covered including description

g. Start and finish times and duration of training on each subject

h. Methods (e.g. classroom lecture, video, site walk-through, actual operational demonstrations, written handouts)

i. Instructor names and instructor qualifications for each subject

j. List of texts and other materials to be furnished by the Contractor that are required to support training

k. Description of proposed software to be used for video recording of training sessions.

3.1.2 Training Content

The core of this training must be based on manufacturer's recommendations and the operation and maintenance information. The QC is responsible for overseeing and approving the content and adequacy of the training. Spend 95 percent of the instruction time during the presentation on the OPERATION AND MAINTENANCE DATA. Include the following for each system training presentation:

a. Start-up, normal operation, shutdown, unoccupied operation, seasonal changeover, manual operation, controls set-up and programming, troubleshooting, and alarms.

b. Relevant health and safety issues.

c. Discussion of how the feature or system is environmentally responsive. Advise adjustments and optimizing methods for energy conservation.

d. Design intent.

e. Use of O&M Manual Files.

f. Review of control drawings and schematics.

g. Interactions with other systems.

h. Special maintenance and replacement sources.

i. Tenant interaction issues.

j. Operational training of all equipment at least three (3) times over a week period for repetition.

k. Ensuring question and answer periods are within the video.

l. Contractor operates equipment on facility while under contract and

SECTION 01 78 23 Page 12 does operation based on OMRR&R requirements.

m. Contractor must simulate 3 storm events. These events should require the use of the pumps to run for at least 30 minutes in testing mode sluice gate positions.

3.1.3 Training Outline

Provide the Operation and Maintenance Manual Files (Bookmarked PDF) and a written course outline listing the major and minor topics to be discussed by the instructor on each day of the course to each trainee in the course. Provide the course outline 14 calendar days prior to the training.

3.1.4 Training Video Recording

Record classroom training session(s) on video. Provide to the Contracting Officer two copies of the training session(s) in DVD video recording format. Capture within the recording, in video and audio, the instructors' training presentations including question and answer periods with the attendees. The recording camera(s) must be attended by a person during the recording sessions to assure proper size of exhibits and projections during the recording are visible and readable when viewed as training.

3.1.5 Unresolved Questions from Attendees

If, at the end of the training course, there are questions from attendees that remain unresolved, the instructor must send the answers, in writing, to the Contracting Officer for transmittal to the attendees, and the training video must be modified to include the appropriate clarifications.

3.1.6 Validation of Training Completion

Ensure that each attendee at each training session signs a class roster daily to confirm Government participation in the training. At the completion of training, submit a signed validation letter that includes a sample record of training for reporting what systems were included in the training, who provided the training, when and where the training was performed, and copies of the signed class rosters. Provide two copies of the validation to the Contracting Officer, and one copy to the Operation and Maintenance Manual Preparer for inclusion into the Manual's documentation.

3.1.7 Quality Control Coordination

Coordinate this training with the QC in accordance with Section

01 45 00.00 10 QUALITY CONTROL.

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SECTION 01 78 23 Page 13

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SECTION 01 78 23 Page 14

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 1: 05/ 21

PART 1 GENERAL

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

a. The Contractor must be required to (i) commence work under this Contract within five (5) calendar days after the date the Contractor receives the Notice to Proceed, (ii) prosecute the work diligently, and

(iii) complete the entire work ready for use, not later than 570 calendar days after the date the Contractor receives the notice to proceed, except in case the Contracting Officer determines that seeding is not feasible during the construction period, the Contractor must accomplish such seeding in the first planting period following the contract completion date. This action will not operate to extend the performance time for the balance of the work. The time stated for completion must include final cleanup of the premises (FAR 52.212-3).

The Government is under no obligation to award any options. If Options are exercised, Option Bid items 0001-0003 must be exercised within 570 calendar days after Notice to Proceed of the base contract. Approximate construction duration of Option 1, 2, and 3 are as follows; Option 1: 194 calendar days, Option 2: 305 calendar days and Option 3: 336 calendar days. No additional days will be added to the contract duration period.

b. The Contractor must furnish all labor, materials, equipment, and services for the work as indicated.

c. All work must be in accordance with the drawings and specifications or instructions attached 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 DFARS 236.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

This project is estimated between $10,000,000 and $25,000,000.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes construction of floodwalls and retaining walls, earthen levees, interior drainage features (swales, ponding areas, drainage, pipes), one pump station and outfall, generator building, road raising and utility relocation, development of permit applications and incidental related work.

1.3.1.1 Monitoring Of Archaeological Resources

There is the potential to encounter remains of a circa 1873 Raritan and Delaware Bay Railroad depot building toward the southern end of the levee proposed between Port Monmouth Road and the beach (Plan Sheet C-101G).

The area of concern extends from the northern edge of Port Monmouth Road to approximately Station 35+50. An archaeologist will be on-site during the excavation for this levee and associated features in this area. The

SECTION 01 11 00 Page 1 04/07/22 archaeologist will be allowed time to clear off and document historic resources encountered through drawings, photographs, and notes. The archaeological work will be undertaken by the Corps Project Archaeologist or their consultant. The construction contractor must provide equipment and labor to mechanically excavate the area and implement all necessary safety measures.

All excavation will be limited to that required for construction in terms of location and depth. No archaeological work will be undertaken beyond these limits. However, in areas with potential historic resources, the archaeologist can direct the excavation to be performed in a manner that avoids damage to historic resources (such as careful excavation around a buried foundation) or allows the archaeologist to investigate something (such as temporarily halting excavation to examine a fill deposit).

Previous archaeological work in this area suggests that archaeological resources, if present, will be encountered to a depth of no more than 6-feet below ground surface.

Ideally, to facilitate the investigations, this work must be scheduled near the initiation of construction. This will allow the on-site archaeologist time to conduct their work and to address significant resources should any be encountered. Selected locations may need to be left open overnight to allow the archaeologist time to complete their work in a given area.

1.3.1.1.1 AREAS OF RESPONSIBILITY

a. Contractor

The Contractor must provide equipment and operating personnel to excavate the area as defined in the construction drawings.

Contractor personnel will not be required once mechanically assisted excavation is complete, and archaeologists have started their work in the open area.

The Contractor must provide and install all regulated safety measures needed to allow the on-site archaeologist to safely access the area.

Shoring may be required, but ideally, the excavation can be sufficiently opened that no shoring will be necessary.

The Contractor must provide equipment and operating personnel to cover the excavations at the end of the workday to uncover them at the start of the workday, as needed. It is anticipated that the excavations may need to be opened/covered on not more than 1 day at a time.

The Contractor must provide equipment and operating personnel to backfill the excavated areas at the end of the excavation if required by COR.

b. Archaeologist

The on-site archaeologist(s) will be provided by the US Army Corps of Engineers and maybe Corps staff (Corps Project Archaeologist) or their consultant.

The on-site archaeologist(s) must monitor the construction excavation and examine and document exposed soils and archaeological features.

The archaeologist can direct the excavation to be performed to avoid

SECTION 01 11 00 Page 2 damage to historic resources (such as careful excavation around a buried foundation or temporarily halting excavation to examine a fill deposit).

1.3.1.1.2 NATURE OF THE ARCHAEOLOGICAL WORK

The excavation areas, locations, and depths will be limited to the excavation extent as defined in the Contract Documents. The archaeologist will be given time to safely enter the excavation area to examine the soils and features that are exposed.

The archaeologist may also conduct excavations or clearing of trenches by hand. The archaeologist may record the soil profiles and structural features in the excavated areas through photography, drawings, and notes.

Cultural material, if present, may be collected and bagged appropriately for identification and curation. Limited screening of the soil removed from the excavated areas may be undertaken. The Contractor will not need to be present when the archeologist is recording the excavation, except to uncover/cover the excavation areas and install regulated safety measures, as needed.

The results of the archaeological monitoring will be presented in a written report which will be coordinated with the New Jersey Historic Preservation Office. The Corps Project Archaeologist will undertake the report and coordination.

Archeological work in any single location where a potential historic resource is encountered is anticipated to take between 1 and 2 days.

1.3.1.1.3 ACTIONS TO BE TAKEN BY ARCHAEOLOGIST SHOULD REMAINS REQUIRING

FURTHER STUDY BE ENCOUNTERED

Should significant materials or features be identified and the Corps Project Archaeologist determines that further investigation of the area is required, the Corps Project Archaeologist, consulting archaeologist as needed, Contractor and COR must meet to determine the level of effort and time anticipated. The Corps Project Archaeologist must coordinate this effort with the New Jersey Historic Preservation Office.

Delay in construction related to the need for further archaeological investigation and coordination might require a Change Order.

1.3.2 Location

The site of the work is located in Port Monmouth, Middletown Township, Monmouth County, New Jersey. The exact location will be shown by the Contracting Officer.

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 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, SECTION 01 11 00 Page 3 existing work must be in a condition equal to or better than that which existed before new work started.

1. Existing retaining walls that are in the way of the floodwall alignment shall be removed and rebuilt at a coordinated location post construction.

1.4.1 PROTECTION OF EXISTING STRUCTURES

All existing structures, fences, sprinklers system, utility lines, roads, dunes, and other improvements shown on the drawings or others which the existing and location of are made known to the Contractor prior to beginning work must be protected from damage. In the event of damage resulting from the Contractor's operations, The Contractor must be responsible for the repair, restoration, or all cost of damage resulting therefrom. If the Contractor elects to have alterations made to existing structures, utility, dune, road or other improvements for his convenience, he must make arrangements with the owner of the facility for such alteration, and the arrangements made must be approved by the Contracting Officer prior to their alteration. Repair and Restoration must comply with contract requirements and must also be approved by COR.

Condo Pool area shall be fenced in if fences are to be removed.

1.4.2 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 Contractor may make a separate agreement with other parties 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 must be provided to the Contracting Officer. The Contractor must hold and save the Government, its officers, and agents free from liability arising from trespassing or damage occasioned by his operations.

1.5 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 ten (10) business 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 are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstructions 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.

SECTION 01 11 00 Page 4

1.5.1 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

3.1 MONITORING OF ARCHAEOLOGICAL RESOURCES

3.1.1 Coordination Meeting With Project Archaeologist

Prior to initiating construction, the Contractor must arrange and attend a meeting with the Corps Field Office Representative/Contract COR, Corps Project Archaeologist, consulting archaeologist as needed, and other interested project parties. The purpose of this meeting, at a minimum, will be to review the following:

1. Requirements and objectives of the archaeology plan.

2. Archaeologist and contractor areas of responsibility.

3. Authority of the archaeologist while on-site during construction.

3.1.2 Anticipated Excavation Requirements

As required for construction.

3.1.3 Possible Excavation Sequencing Plan

The following identifies one…