FY25_BRL FRP BULKHEAD_RTA SPECIFICATIONS_20250411.pdf

CERTIFIED FINAL DOCUMENTS - RTS

W912P425RA012

BUFFALO, NEW YORK

BLACK ROCK LOCK

MAINTENANCE BULKHEAD FABRICATION

DOUCMENTS & SPECIFICATIONS

APRIL 2025

Item Estimated Unit No. Description Quantity Unit Price

1 Bulkhead Fabrication 1 JA $

2 Record (As-built) Drawings 1 JA $

3 Spreader Beam and Required Rigging 1 JA $

4 Bulkhead Design 1 JA $

5 Delivery 1 JA $

Total Estimated Amount (Line Items 1 ~ 5): $

Option "A"

6 Temporary Storage of Bulkheads and 90 DA $ $ Associated Items

Option "B"

7 Temporary Storage of Bulkheads and 60 DA $ $ Associated Items

Option "C"

8 Temporary Storage of Bulkheads and 30 DA $ $ Associated Items

Option "D"

9 Temporary Storage of Bulkheads and 15 DA $ $ Associated Items

Total Estimated Amount (Line Items 1 ~ 9): $

SECTION 00 10 00

PRICE BREAKDOWN SCHEDULE

The work pursuant to terms and conditions of this contract consists of the work as shown on the contract drawings and in accordance with the specifications.

Estimated Amount

Note 4: Regarding Options "A", "B", "C", and "D": If any of these options are exercised, they will be exercised at any time during the base bid performance period.

Note 3: The Government may elect to exercise any combination of the options, or not to excercise any of the options. If an option item is exercised, the Government reserves the right to limit the quantity up to the estimated quantity of the option item.

Note 2: The Government will evaluate offers for award purposes by adding the total price for all the options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the options.

Note 1: Complete all items on the schedule. Failure to complete all items on the bid schedule will render the bid non-responsive.

FRP LOCK BULKHEADS FOR BLACK ROCK LOCK CERTIFIED FINAL DOCUMENTS - RTA

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 GENERAL REQUIREMENTS

01 20 00 11/20, CHG 1: 02/21 PRICE AND PAYMENT PROCEDURES

01 32 16.00 20 08/18, CHG 1: 08/20 PROGRESS SCHEDULES

01 33 00 08/18 SUBMITTAL PROCEDURES

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

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 11/16 QUALITY CONTROL

01 45 00.15 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 78 00 05/19 CLOSEOUT SUBMITTALS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 90 00 FIBER-REINFORCED POLYMER (FRP)

COMPOSITE STRUCTURES

DIVISION 09 - FINISHES

09 97 10.00 10 05/09, CHG 1: 08/17 METALLIC COATINGS FOR HYDRAULIC

STRUCTURES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 14 08/22 BULKHEADS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

GENERAL REQUIREMENTS

08/15

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 CONTRACT ACCRUALS

1.3 SUBMITTALS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL

3.2 DELIVERY

3.2.1 Delivery Location

3.2.2 Shipping

3.3 STORAGE

3.4 TESTING

3.5 FABRICATION PROGRESS PHOTOS

3.5.1 Camera

3.5.2 File Names for Photographs

3.6 GENERAL SECURITY REQUIREMENTS AND GUIDANCE

3.6.1 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS

3.6.2 PRE-SCREEN CANDIDATES USING e-VERIFY

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

GENERAL REQUIREMENTS

08/15

PART 1 GENERAL

This section is intended to give the general requirements within this fabrication contract.

1.1 DESCRIPTION OF WORK

The work consists of the design, fabricate and delivery of stack-able bulkheads, and auxiliary component for the Black Rock Lock (BRL).

Requirements stated in this contract are minimums. Innovative, creative, and life cycle cost effective solutions, which meet or exceed these requirements are encouraged.

1.2 CONTRACT ACCRUALS

Submit a monthly listing of accruals. Accruals are used to provide projections of the incremental costs not yet paid for but earned. Make the accrual submittal one week before the end of each month throughout the contract duration. Provide the accrual information for each line item of the Bidding Schedule.

1.3 SUBMITTALS

The Contractor will submit a Fabrication Schedule for Government review.

The Contractor will submit their Quality Control Plan for fabrication for Government review and approval. Requirements for both of these submittals are in 01 32 16.00 20 PROGRESS SCHEDULES and in 01 45 00 QUALITY CONTROL respectively.

SD-01 Preconstruction Submittals

Delivery Work Plan; G, DS

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 GENERAL

The work is to be prosecuted in such order of precedence as best suits the Contractor's fabrication and delivery schedule and the following restrictions. The Contractor will perform the work in a diligent, effective manner, and will schedule his operations in such a manner that the work is completed on time.

3.2 DELIVERY

The contractor may elect to transport the bulkheads on land (truck) or by

SECTION 01 11 00 Page 2 barge.

Use of any temporary storage sites is at the discretion of the Contractor.

Delivery of the Bulkheads and their associated components will be performed by 30 November 2027.

Upon arrival to the delivery location at the Black Rock Lock, the Contractor and the Government will perform a joint final inspection of the items prior to off-loading. Document any additional damages that may have occurred during shipment of the items. Repair any damage to any item, caused by negligence or improper protection during delivery, to the satisfaction of the Government, at no cost to the Government.

Submit a Delivery Work Plan for approval describing in detail the proposed methods of delivery of the bulkheads and how the bulkheads are to be loaded for shipment. In the plan, address equipment, machinery and site limitations identified in the specifications and discussed at the pre-delivery meeting between the Contractor and the Government. Submit the plan at least 60 calendars days prior to proposed shipment of any structure(s). Include, but not be limited to, the following if delivered by barge:

a. If barges are required, the type and size of barge(s) to be used for delivery including the "On Charter" survey of the barge describing its seaworthiness.

b. Propelling unit to be used for delivery, if delivered by barge.

c. Location and description of intermediate assembly or handling areas (if any) between the fabrication location and the delivery location

d. Cranes and other lifting and positioning equipment to be used

e. Packaging of components

f. Blocking and method of securing

g. Items required to satisfy the shipment requirements detailed in Section 35 20 14 BULKHEADS

h. Date of arrival at the lock for delivery.

Include, but not be limited to, the following if delivered on land by truck:

a. The truck and trailer used as well as the capacity of the vehicles used.

b. Location and description of intermediate assembly or handling areas (if any) between the fabrication location and the delivery location

c. Cranes and other lifting and positioning equipment to be used

d. Packaging of components

e. Blocking and method of securing

f. Items required to satisfy the shipment requirements detailed in Section 35 20 14 BULKHEADS

g. Date of arrival at the lock for delivery.

3.2.1 Delivery Location

The delivery location of the bulkheads and all other parts is the Black Rock Lock.

U.S. Army Corps of Engineers Buffalo District Black Rock Lock 1776 Niagara Street Buffalo, NY 14207

SECTION 01 11 00 Page 3

On-Site Contact: Mr. Adam Hamm Telephone: 716-879-4107

Site Delivery Map can be found attached at the end of this section.

3.2.2 Shipping

Furnish final weight and center of gravity computations for structure(s), as delivered, at least 30 calendar days prior to shipment. Also provide diagrams for approval, showing arrangement of the bulkheads, as they are to be shipped. Loading plans showing how the bulkheads is to be transported are to be submitted with the plans stamped by a Professional Engineer.

3.3 STORAGE

Provide any temporary storage of the completed bulkheads and other materials prior to final delivery to the Black Rock Lock. The temporary storage site is at the discretion of the Contractor. Provide the Contracting Officer, or their representative, safe access to the temporary storage site.

Store ship loose components and any loose shipped items identified within the plans in a manner that protects them. Group the items and make them readily accessible so a verification of receipt can be performed. Package small items together, such as pins and pintle shoe filler, in a wooden crate(s) and the crate(s) labeled to identify the contents. Store the bulkheads at a location and in a manner to prevent damage or deterioration.

Provide all blocking, supports and protective measures required for storage.

Repair any damage to any item, caused by negligence or improper protection during storage to the satisfaction of the Government, at no cost to the Government.

3.4 TESTING

Where testing is specified to be performed by the Government, the Government will perform the testing or will have the testing performed at a commercial laboratory at the expense of the Government.

Where additional samples from items which have been previously tested and approved, are required to be retested, the Government will bear the costs of the retesting.

Where retesting is required because of the failure of previously tested samples, the expenses of all retesting will be at no cost to the Government. Pay for all additional retesting required due to subsequent test failures. Where required for original testing, retesting will be performed either in the Government laboratories or at approved commercial laboratories.

Submit all records, test reports and similar documentation produced in connection with quality control operations, within 5 calendars after final acceptance.

SECTION 01 11 00 Page 4

3.5 FABRICATION PROGRESS PHOTOS

3.5.1 Camera

Obtain photographs with a digital camera with the following minimum specifications:

a. Sixteen megapixel

b. Use the finest resolution setting for the camera.

c. Use the file format .JPG.

3.5.2 File Names for Photographs

a. Name the photographs required in paragraph 'PHOTOGRAPHS' that contains the following:

(1) BRL Bulkheads

(2) {date}

(3) {time, based upon 24-hour clock}

(4) {Sequential number starting at 001 each day}

3.6 GENERAL SECURITY REQUIREMENTS AND GUIDANCE

The security requirements described below apply to all contract personnel (including employees of the prime Contractor ("Contractor") and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters will be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of U.S. Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements;

all applicable contract personnel will complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor will provide written documentation (e.g., email or memorandum) to the Government representative. The documentation will include the names of contract personnel trained and which training they completed; the Contractor will maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel will comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures.

This includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor will ensure all

SECTION 01 11 00 Page 5 contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

The contractor and all associated subcontractors' employees will comply with applicable installation, facility, and area commander installation and facility access and local security policies and procedures (provided by the Government Representative). The contractor will also provide all information required for background checks to meet installation access requirements to be accomplished by the installation the USACE Security Office. Only those accessing Government Property will be required to comply with this section. The contractor workforce will comply with all personal identity verification requirements as directed by DoD, HQDA, and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes. The contractor will submit the full name, Social Security Number, and Date of Birth for all associated contractor or subcontractor employees to the USACE Security Office, Nicholaus M. Jackson , 716-879-4183, Nicholaus.M.Jackson@usace.army.mil. LRB Security Information Sheet, (Attachment: LRB Security Information Sheet) is to be completed and emailed to Mr. Jackson. The contract number and title of the project including the location is to be identified on the Sheet. To protect employee PII, password protect the security information sheet and send the password in a separate email from the security sheet. The District retains the right to deny any contractor and subcontractor employee from working on one of its contracts based on final background investigation results

3.6.1 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS

All contract personnel requiring physical access to a federal installation or facility will comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the U.S. will be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as "NCIC-III") and Terrorist Screening Database (commonly referred to as "TSDB"). Contract personnel will comply with all personal identity verification requirements specified in installation/facility policies and procedures. Contract personnel who do not meet requirements for unescorted access to USACE facilities will coordinate escorted access with the Government representative, as needed. Contract personnel who receive keys, access cards, or lock combinations that provide access to government-owned property will comply with key and lock control procedures of the RA.

3.6.2 PRE-SCREEN CANDIDATES USING e-VERIFY

Contractors will comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements.

Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/ eligible candidates will be provided to the COR no later than three business days after the initial contract award.

SECTION 01 11 00 Page 6

-- End of Section --

SECTION 01 11 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 1: 02/21

PART 1 GENERAL

1.1 CONTRACT COST BREAKDOWN

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Bulkhead Design

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Spreader Beam and Rigging

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Delivery

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Bulkhead Fabrication

1.2.4.1 Payment

1.2.4.2 Partial Progress Payments

1.2.4.3 Measurement

1.2.4.4 Unit of Measure

1.2.5 Record (As-built) Drawings

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Temporary Storage of Bulkheads

1.3.1.1 Payment

1.3.1.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00 Page 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 1: 02/21

PART 1 GENERAL

1.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 calendar days after the date of Notice to Proceed, 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.

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the 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.

1.2.1 Bulkhead Design

This includes the contractor design for the new new bulkheads and testing as required to ensure the accuracy of the design.

1.2.1.1 Payment

Payment for all costs associated with the design of the FRP Bulkhead structure.

This price includes, but is not limited to, the following:

a. Design analysis of the FRP Bulkhead structure

b. Connections for FRP to FRP components

c. Integration of the lifting eyes into the FRP structure

d. Integration of the seal assemblies into the FRP structure

e. Design of the lifting assembly/ spreader beam for the FRP structure

Quality Control Plan

Design and Fabrication Schedule

SECTION 01 20 00 Page 2

Design Submittals

Pre-Design Meeting, Recurring Design Meetings, and Conferences

All reviews, review preparation, review certification

Implementation of review comments and review certification

Final Design Submission

All costs associated with the laminate property tests.

Such price includes, but is not limited to, performing lifecycle testing on the laminate selected for the project. If the Contractor can provide these test results from a project within the last five years, using all of the same materials that will be used under this project, the testing can be waived at the discretion of the KO.

1.2.1.2 Unit of Measure

Job

1.2.2 Spreader Beam and Rigging

1.2.2.1 Payment

Payment will be made for the procurement and delivery of the modular spreader beam and associated rigging components as described in section

35 20 14 BULKHEADS.

1.2.2.2 Unit of Measure

Job

1.2.3 Delivery

1.2.3.1 Payment

Payment for all material, labor, and equipment costs related to the shipping and delivery of the Bulkheads, and other required components, from the fabrication facility to the Black Rock Lock as required in this contract.

1.2.3.2 Unit of Measure

Job

1.2.4 Bulkhead Fabrication

1.2.4.1 Payment

Payment for all costs associated with the fabrication of the FRP Bulkhead structures..

Such price includes, but is not limited to, fabrication of the FRP bulkhead structures in their entirety. Include fabrication of steel components, integration of steel components into the FRP systems, coating, and any

SECTION 01 20 00 Page 3 adjustments in the shop.

Include all design validation testing for the bulkhead fabrication.

Include all material, labor, and equipment costs for shop assembly of the bulkhead components, and final control dimension verification and documentation prior to shipment.

Include all bulkhead fabrication documentation in this line item, including, but not limited to, as fabricated shop drawings, data book, and O&M manual.

1.2.4.2 Partial Progress Payments

a. Partial progress payments will be made to the Contractor for materials, fabrication, and shop assembly. Payment will be made provided the materials have been accepted by the Contracting Officer, properly stored by the Contractor, and provided that satisfactory evidence is furnished in accordance with the Contract Clause PROGRESS PAYMENTS, that the Contractor has acquired title to the material and will be utilized on the work covered by this Contract. Partial progress payments will be individually made as the work progresses on the following basis.

b. Payments will be made on a milestone basis for completion of assemblies or subassemblies under this bid item, but not more frequently than monthly. Develop a schedule of values itemizing the cost of assemblies/subassemblies and the milestones at which payment will be requested. Submitted the schedule of values for Government approval. The schedule of values may include milestones such as (but not limited to):

shop drawings approved; materials received; fit-up complete; final assembly complete; and delivery. Retainage of 10 percent of the bid item price will be withheld from payment until Government acceptance of the complete assembly at the final delivery point. Include with all request for payment the schedule of values and which items and corresponding milestones are being invoiced.

1.2.4.3 Measurement

Measurement will be made by counting the total number of complete bulkheads fabricated and dividing by the number of bulkheads required. A bulkhead fabrication is considered complete when all coating as been completed and with any required machining and assembly has been performed.

1.2.4.4 Unit of Measure

Job

1.2.5 Record (As-built) Drawings

1.2.5.1 Payment

Payment for all materials, labor, and equipment costs related to the creation of accurate as-built drawings as required in the contract.

1.2.5.2 Unit of Measure

Job

SECTION 01 20 00 Page 4

1.3 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 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.

1.3.1 Temporary Storage of Bulkheads

1.3.1.1 Payment

Payment will be made based upon the number of calendar days the bulkheads and associated items are stored. Payment for this item will not start until all component of the fabircation have been completed and the governement agrees on the the delayed delievery, equal to the length of the days the components are in temporary storage.

1.3.1.2 Unit of Measure

Unit of measure: Calendar Days

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

PROGRESS SCHEDULES

08/18, CHG 1: 08/20

PART 1 GENERAL

1.1 SUBMITTALS

1.2 ACCEPTANCE

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

1.3.2 Schedule Submittals and Procedures

1.4 DESIGN AND FABRICATION SCHEDULE

1.5 SCHEDULE UPDATES

1.6 CORRESPONDENCE AND TEST REPORTS:

1.7 CONTRACT MODIFICATION

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

1.9 CORRESPONDENCE AND TEST REPORTS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 32 16.00 20 Page 1

SECTION 01 32 16

PROGRESS SCHEDULES

08/18, CHG 1: 08/20

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 Contractor Quality Control approval for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit a Design and Fabrication schedule. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Design and Fabrication Schedule; G

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit for acceptance a fabrication schedule in the form of a bar chart schedule as specified.

The acceptance of a Baseline Fabrication Schedule is a condition precedent to:

a. Starting work on any fabrication items.

b. Processing Fabricator's invoice(s).

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Fabricator's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Fabricator's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

1.3.2 Schedule Submittals and Procedures

Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's

SECTION 01 32 16.00 20 Page 2 scheduling program.

1.4 DESIGN AND FABRICATION SCHEDULE

a. Prepare and submit a design and fabrication schedule that details each significant milestone for the fabrication and delivery of all composite structures. The project schedule must be submitted for Contracting Officer approval within 45 days after Notice to Proceed.

The schedule must be in the form of progress chart that can track the percentage of work scheduled for completion by any given date during the period. Once the project schedule is approved, update progress once a month until completion of the project.

If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer will withhold approval of progress payments until the Contractor submits the required schedule.

b. Mandatory Tasks:

(1) Submission, review and acceptance of SD-01 Prefabrication Submittals (individual activity for each.

(2) Long Lead Time Items

(3) Design Conference

(4) 30% Design Submittal

(5) 60% Design Submittal

(6) 90% Design Submittal

(7) 100% Design Submittal

(8) Definable Features of Work Inspections by FQC Manager

(9) All Witness Points

(10) Monthly Updates

(11) Material Procumbent

(12) Subcontracted Components (individual activity for each)

(13) Painting of Steel Components

(14) Fabrication of Each bulkhead

(15) Assembly of each Bulkhead

(16) Delivery Dates

(17) As-Built Drawing submission

c. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor mist take steps necessary to improve progress, including those that may be required by the Contracting Officer, without additional cost to the Government. In this Circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, and/or days of work, and to submit for approval any supplementary schedule or schedules in chart form as the contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

d. Failure to comply with the requirements of the Contracting Officer must be grounds for a determination by the Contracting Officer that the Contractor us not prosecuting the work with sufficient diligence to ensure completion within the time specified in the Contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of this Contract.

1.5 SCHEDULE UPDATES

Update the Construction Schedule at monthly intervals or when the schedule

SECTION 01 32 16.00 20 Page 3 has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Identify and justify the following:

(1) Progress made in each area of the project;

(2) Critical Path;

(3) Date/time constraint(s), other than those required by the contract;

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path.

(5) Pending items and status thereof, including permits, changes orders, and time extensions;

(6) Status of Contract Completion Date and interim milestones;

(7) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(8) Description of current and future schedule problem areas.

For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.

1.6 CORRESPONDENCE AND TEST REPORTS:

Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.7 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change. TIA to illustrate the influence of each change or delay on the Completion Date or Milestones. No time extensions will be granted nor delay damages paid unless a delta occurs which consumes all available Project Float, and extends the Projected Finish beyond the Contract Completion Date.

a. Each TIA to be both narrative and schedule form. The narrative to define the scope and conditions of the change; provide start and finish dates of impact, successor and predecessor activity to impact period, responsible party, describe how it originated, and how it impacts the schedule. The schedule submission to consist of 3 native files:

(1) Fragment used to define the scope of the changed condition;

(2) Most recent accepted schedule update as of the time of the proposal or claim submission that has been updated to show all

SECTION 01 32 16.00 20 Page 4 activity progress as of the time of the impact start date; and

(3) The impacted schedule that has the fragment inserted in the updated schedule and the schedule "run" so that the new completion date is determined.

b. For Claimed as-built project delay, the inserted fragment TIA method to be modified to account for as-built events known to occur after the date of schedule update used

c. All TIAs to include any mitigation, and determine the apportionment of the overall delay assignable to each individual delay/ The associated narrative to clearly describe the findings in a chronological listing beginning with the earliest delay event.

(1) Identify types of delays as follows:

(a) Excusable Delay: Force-Majeure (e.g. weather) - Fabricator may receive time extension, but time will not be compensated.

(b) Inexcusable Delay: Fabricator Responsibility - Fabricator will not receive time extension

(c) Compensable Delay: Government Responsibility - Fabricator may receive compensable time extension.

d. Submit Data disks containing the narrative and native schedule files.

e. Unless The Contracting Officer requests otherwise, only add conformed Contract modifications into the Project NAS.

1.8 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

1.9 CORRESPONDENCE AND TEST REPORTS

All correspondence (e.g., letters, Requests for Information (RFIs), emails, meeting minute, items, Production and QC Daily Reports, material delivery tickets, photographs) to reference Schedule Activities that are being addressed. All test reports (e.g., concrete, soil, compaction, weld, pressure) to reference Schedule Activities that are being addressed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 32 16.00 20 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

1.1.3 Submission of Submittals

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Source Drawings for Shop Drawings

1.5.2.1 Source Drawings

1.5.2.2 Terms and Conditions

1.5.3 Electronic File Format

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-01 Preconstruction Submittal Copies

1.6.2 Number of SD-02 Shop Drawing Copies

1.6.3 Number of SD-03 Product Data Copies

1.6.4 Number of SD-04 Samples

1.6.5 Number of SD-05 Design Data Copies

1.6.6 Number of SD-06 Test Report Copies

1.6.7 Number of SD-07 Certificate Copies

1.6.8 Number of SD-08 Manufacturer's Instructions Copies

1.6.9 Number of SD-09 Manufacturer's Field Report Copies

1.6.10 Number of SD-10 Operation and Maintenance Data Copies

1.6.11 Number of SD-11 Closeout Submittals Copies

1.7 INFORMATION ONLY SUBMITTALS

1.8 PROJECT SUBMITTAL REGISTER

1.8.1 Submittal Management

1.8.2 Preconstruction Use of Submittal Register

1.8.3 Contractor Use of Submittal Register

1.8.4 Approving Authority Use of Submittal Register

1.8.5 Action Codes

1.8.5.1 Government Review Action Codes

1.8.5.2 Government Review Action Codes

1.8.5.3 Contractor Action Codes

1.8.6 Delivery of Copies

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

SECTION 01 33 00 Page 1

1.9.3 Warranting that Variations are Compatible

1.9.4 Review Schedule Extension

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 WITHHOLDING OF PAYMENT

1.16 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Submittal Register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

a. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

b. Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.1.2 Project Type

The Contractor's Quality Control (CQC) System Manager are to check and approve all items before submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

a. Submittals that are required prior to or commencing with the start of fabrication.

b. Submittals that are required prior to or at the start of fabrication or the next major phase of the fabrication on a multiphase contract.

c. Preconstruction Submittals include schedules and a tabular list of

SECTION 01 33 00 Page 3 locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance List Of Proposed Subcontractors List Of Proposed Products Submittal Register Work Plan Quality Control (QC) plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

Design submittals, design substantiation submittals and extensions of design submittals.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

SECTION 01 33 00 Page 4

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports Daily logs and checklists Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SECTION 01 33 00 Page 5

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a fabrication contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of fabrication on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site and off-site fabrication required by contract documents, including labor necessary to produce submittals, fabrication materials, products, equipment, and systems incorporated or to be incorporated in such fabrication. In exception, excludes work to produce SD-01 submittals.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G, AO

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

a. Government approval is required for any variations from the Solicitation or the Accepted Proposal and for other items as designated by the Government. All technical submittals requiring government approval must be reviewed and approved by the Enigneer of Record for the project.

b. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR fabrication submittals are considered to be "shop drawings."

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance

SECTION 01 33 00 Page 6 with the instructions on the reverse side of the form. These forms are included in the RMS CM software that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Source Drawings for Shop Drawings

1.5.2.1 Source Drawings

The entire set of source drawing files (DGN) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.

1.5.2.2 Terms and Conditions

a. Do not use the data contained on these electronic files for any purpose other than as a convenience in the preparation of fabrication data for the referenced project. Any other use or reuse is at the sole risk of the Contractor and without liability or legal exposure to the Government. Make no claim, and waive to the fullest extent permitted by law any claim or cause of action of any nature against the Government, its agents, or its subconsultants that may arise out of or in connection with the use of these electronic files. To the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities, or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

b. These electronic source drawing files are not fabrication documents.

Differences may exist between the source drawing files and the corresponding fabrication documents. The Government makes no representation regarding the accuracy or completeness of the electronic source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. In the event that a conflict arises between the signed and sealed fabrication documents prepared by the Government and the furnished source drawing files, the signed and sealed fabrication documents govern. Use of these source drawing files does not relieve the Contractor of the duty to fully comply with the contract documents, including and without limitation the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic source drawing files for use in producing fabrication data related to this contract, remove all previous indication of ownership (seals, logos, signatures, initials and dates).

1.5.3 Electronic File Format

a. Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to the electronic submittal, provide two hard copies of the submittals. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF

SECTION 01 33 00 Page 7 files from original documents with bookmarks so that the text included in the PDF file is searchable and can be copied. If documents are scanned, optical character resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature or a scan of a signature.

b. E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Contracting Officer. Provide electronic documents over 10 MB on an optical disc or through an electronic file sharing system such as the DoD SAFE Web Application. Instructions are located at the following website: https://safe.apps.mil/about.php.

c. Submit electronic shop drawings in large size format ANSI D and have the reserved clear space as described in paragraph 1.5.2.1 Format for SD-02 Shop Drawings. Scanned shop drawing submitted as electronic files will be rejected. Make the text size, arrow heads and drafting leaders of sufficient size to be legible on the electronic shop drawings using industry CADD drafting standards. Make all text and graphics on the shop drawings black with gray pattern shading only.

d. Submit testing reports and demonstration reports in electronic format in black and white or in full color as appropriate to present the information in a clear and consise manner.

e. It is acceptable to scan signed letters and place the scanned document atthe front of the submittal with the remaining portion of the report text, graphs, and pictures generated directly from the original native program.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-01 Preconstruction Submittal Copies

Unless otherwise specified, submit two sets of administrative submittals.

1.6.2 Number of SD-02 Shop Drawing Copies

Submit two copies of shop drawings requiring review and approval by the Contracting Officer.

1.6.3 Number of SD-03 Product Data Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.6.4 Number of SD-04 Samples

a. Submit two samples, or two sets of samples showing the range of variation, of each required item. One approved sample or set of samples will be retained by the approving authority and one will be returned to the Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in the technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of nonsolid materials.

SECTION 01 33 00 Page 8

1.6.5 Number of SD-05 Design Data Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.6.6 Number of SD-06 Test Report Copies

Submit in compliance with quantity and quality requirements specified for shop drawings, other than field test results that will be submitted with QC reports.

1.6.7 Number of SD-07 Certificate Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.6.8 Number of SD-08 Manufacturer's Instructions Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.6.9 Number of SD-09 Manufacturer's Field Report Copies

Submit in…