Amendment_01_Package_Rochester_Dredge_W913P421B0002_0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

This Amendment 01 is being issued to correctly add the Rochester Dredge FY21 Plans and Specs from 23 Jan 2021 to the solicitation package.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 27-Jan-2021

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P421B0002

X 9B. DATED (SEE ITEM 11)

25-Jan-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

27-Jan-2021

CODE

U.S. ARMY ENGINEER DISTRICT, BUFFALO

1776 NIAGARA STREET

BUFFALO NY 14207-3199

W912P4 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P421B0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS

The following have been modified:

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

0001 Amendment 01 is being issued to correctly add the Rochester Dredge FY21 Plans and Specs from 23 Jan 2021 to the solicitation package..

(End of Summary of Changes)

CERTIFIED FINAL - RTA

W913P421B0002

ROCHESTER, NY

ROCHESTER HARBOR DREDGING

PLANS AND SPECIFICATIONS

21 DECEMBER 2020

FY21 ROCHESTER HARBOR DREDGE CERTIFIED FINAL - RTA

FY21ROCDREDGE W913P421B0002

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 22 00 PRICE AND PAYMENT PROCEDURES

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 MAINTENANCE DREDGING

35 20 23.13 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

MONITORING PROFILE

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1000 12/21/20

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Dredging

1.3.1.1 Payment

1.3.1.2 Quantity Determination

1.3.1.3 Unit of Measure

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1001

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Engineering and Design:

HYDROGRAPHIC SURVEYING

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 BIDDING 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 Mobilization and Demobilization

1.2.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization.

1.2.1.2 Unit of Measure

Unit of measure: job (JA).

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 BIDDING 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, safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Dredging

1.3.1.1 Payment

Payment will be made for all costs associated with the dredging

SECTION 01 22 00 Page 1002 operations. The Contract Unit Price per Cubic Yard of Dredging includes the cost of removal, conveyance and placement of all materials, including Other Removed Materials, within the areas shown on the drawings, and specified herein.

1.3.1.2 Quantity Determination

a. In-place payment quantities will be measured and computed by the Government using channel limits, or other dredging limits established by the Contracting Officer, and stationing as computed by the Government.

b. The material to be paid for will be measured by computing the in-place quantity (cubic yards) available within the maximum pay prism (as stated in paragraph "Specific Areas and Periods" of Section 35 20 23 "MAINTENANCE DREDGING", as determined from the "before" soundings, less the quantity remaining within the maximum pay prism as determined from the "after" soundings, less any deductions that may be required for misplaced material, described in paragraph "Misplaced Materials" of Section 35 20 23

"MAINTENANCE DREDGING".

c. The "before" and "after" dredging surveys and associated quantity computations will be performed to reflect the total quantity of sediment dredged.

d. No payment will be made for material dredged in excess of the total quantity in each dredging area and contract line item, as specified in the contract and/or as established by the Contracting Officer pursuant to Section 35 20 23, "MAINTENANCE DREDGING" paragraph entitled "Specific Areas and Periods" and "FINAL EXAMINATION AND ACCEPTANCE."

e. Surveys:

(1) Before and After dredge surveys will be performed by the Government for purposes of acceptance and determination of quantities dredged.

The Government will conduct surveys in accordance with EM 1110-2-1003, "Engineering and Design: HYDROGRAPHIC SURVEYING", using one of the following methods: (1) multibeam, (2) single beam, or (3) lead line, whichever is deemed appropriate by the Government for the harbor/channel being dredged.

(2) The surveying method utilized will be determined solely by the Government and is entirely at it's discretion. Upon request, the Contractor will be advised of the surveying method to be used prior to the commencement of dredging.

(3) The "after" sounding survey will be made within 14 calendar days after each acceptance section has been completed.

f. The method used to calculate quantities will be software from HYPACK, Inc., either the standard HYPACK method or the TIN method as determined prior to taking the "before" soundings.

g. Acceptance Sections - Length and notifications (as applicable):

(1) Unless specifically designated in the Section 01 35 13 "SPECIAL PROJECT REQUIREMENTS", paragraph "Acceptance Section Lengths", acceptance section lengths for hydraulic dredges with a cutterhead and mechanical dredges will be a minimum of 2,500 feet. Acceptance lengths for hopper dredges will be a minimum of 5,000 feet.

SECTION 01 22 00 Page 1003

(2) Acceptance section lengths will be determined by the Contracting Officer prior to the commencement of dredging.

(3) Examination for acceptance will not be performed until all dredging required under this contract, within 500 feet of the acceptance section, has been completed, or to a point where, in the judgment of the Contracting Officer, further dredging in the contract area will not cause shoaling or damage to the acceptance section.

(4) Notify the Contracting Officer 7 business days prior to completion of each specified acceptance section to allow adequate time for the scheduling of a survey crew to perform examination soundings. Written notification may be required at the discretion of the Contracting Officer. If completion of the acceptance section is not proceeding as anticipated, notify the Contracting Officer at least 2 business days prior to the anticipated completion date so that the Government survey crew is not dispatched to perform the examination soundings and so that a revised date can be established.

h. It is the responsibility of the Contractor to compute and verify dredge limits and quantities before the commencement of dredging. The Contractor will be furnished drawings depicting both the "before" and "after" dredging soundings along with computer printouts of the soundings, if done by an electronic measuring system, or copies of the original field notes if done by conventional methods.

i. Nothing in this paragraph will be construed as prohibiting the removal of excepted material by special means at the prices agreed and approved in accordance with applicable provisions of the contract.

1.3.1.3 Unit of Measure

Unit of measure: cubic yard (CY).

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 22 00 Page 1004

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Project Type

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 Identifying Submittals

1.5.3 Electronic File Format

1.6 INFORMATION ONLY SUBMITTALS

1.7 PROJECT SUBMITTAL REGISTER AND DATABASE

1.7.1 Submittal Management

1.7.2 Preconstruction Use of Submittal Register

1.7.3 Contractor Use of Submittal Register

1.7.4 Approving Authority Use of Submittal Register

1.7.5 Action Codes

1.7.5.1 Government Review Action Codes

1.7.6 Delivery of Copies

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Review Schedule Extension

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 WITHHOLDING OF PAYMENT

1.14 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

SECTION 01 33 00 Page 1005

-- End of Section Table of Contents --

SECTION 01 33 00 Page 1006

SECTION 01 33 00

SUBMITTAL PROCEDURES

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

a. 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.

b. The Contractor and the Designer of Record (DOR), if applicable, 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.

1.2 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

Submittals that are required prior to or commencing with the start of work on site. Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.

SECTION 01 33 00 Page 1007

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Health And Safety Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

Contractor Accident Prevention Checklist

Contractor Activity Hazard Analysis

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.

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

SECTION 01 33 00 Page 1008 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.

Confined space entry permits

Text of posted operating instructions

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 construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction 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 construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

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 extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.

b. Government approval is required for any variations from the Solicitation or the Accepted Proposal and for other items as designated by the Government.

SECTION 01 33 00 Page 1009

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 attached sample transmittal form (ENG Form 4025, found in the Attachments panel of this pdf file) for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. 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 Identifying Submittals

a. The Contractor's Quality Control Manager must prepare, review and stamp submittals, including those provided by a subcontractor, before submittal to the Government.

b. Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

(1) Project title and location

(2) Construction contract number

(3) Dates of the drawings and revisions

(4) Name, address, and telephone number of Subcontractor, supplier, manufacturer, and any other Subcontractor associated with the submittal.

(5) Section number of the specification by which submittal is required

(6) Submittal description (SD) number of each component of submittal

(7) For a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission

(8) Product identification and location in project.

1.5.3 Electronic File Format

a. Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. RMS will be used to update, store and exchange submittals. Produce electronic files 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 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, include a valid electronic signature or a scan of a

SECTION 01 33 00 Page 1010 signature in the electronic file.

b. Provide electronic documents through an electronic file sharing system such as the DoD SAFE Web Application when document size is too large to save in RMS CM. Instructions are located at the following website:

https://safe.apps.mil/about.php.

1.6 INFORMATION ONLY SUBMITTALS

Submittals without a "G" designation must be certified by the QC manager and submitted to the Contracting Officer for information-only. Approval of the Contracting Officer is not required on information only submittals.

The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.7 PROJECT SUBMITTAL REGISTER AND DATABASE

A sample Project Submittal Register follows this section.

1.7.1 Submittal Management

a. Prepare and maintain a submittal register, as the work progresses. Do not change data that is output in columns (c), (d), (e), and (f) as delivered by Government; retain data that is output in columns (a), (g), (h), and (i) as approved. As an attachment, provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM). The Government will provide the initial submittal register in electronic format.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD Number. and type, e.g., SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in each specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting the project requirements.

Column (f): Lists the approving authority for each submittal.

b. Thereafter, the Contractor is to track all submittals by maintaining a

SECTION 01 33 00 Page 1011 complete list, including completion of all data columns and all dates on which submittals are received by and returned by the Government.

1.7.2 Preconstruction Use of Submittal Register

Submit the submittal register. Include the QC plan and the project schedule. Verify that all submittals required for the project are listed and add missing submittals. Coordinate and complete the following fields on the register database submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for the approving authority to receive submittals.

Column (h) Contractor Approval Date: Date that Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.7.3 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in the program used by the Contractor with each submittal throughout the contract.

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) Date submittal transmitted.

Column (q) Date approval was received.

1.7.4 Approving Authority Use of Submittal Register

Update the following fields:

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (l) Date submittal was received.

Column (m) through (p) Dates of review actions.

Column (q) Date of return to Contractor.

1.7.5 Action Codes

Entries for columns (j) and (o) are to be used as follows (others may be prescribed by the Transmittal Form):

SECTION 01 33 00 Page 1012

1.7.5.1 Government Review Action Codes

"A" - "Approved as submitted"; "Completed"

"B" - "Approved, except as noted on drawings"; "Completed"

"C" - "Approved, except as noted on drawings; resubmission required"; "Resubmit"

"D" - "Returned by separate correspondence"; "Completed"

"E" - "Disapproved (See attached)"; "Resubmit"

"F" - "Receipt acknowledged"; "Completed"

"G" - "Other (Specify)"; "Resubmit"

"K" - "Government concurs with Interim Design"; "Completed"

"R" - "Acceptable for Release for Construction"; "Completed"

"X" - "Receipt acknowledged, does not comply with contract requirements"; "Resubmit"

1.7.6 Delivery of Copies

Submit an updated electronic copy of the submittal register to the Contracting Officer with each invoice request. Provide an updated Submittal Register monthly regardless of whether an invoice is submitted.

1.8 VARIATIONS

Variations from contract requirements require Contracting Officer approval and will be considered where advantageous to the Government.

1.8.1 Considering Variations

a. Discussion of variations with the Contracting Officer before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation that results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

b. Specifically point out variations from contract requirements in transmittal letters. Failure to point out variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.

1.8.2 Proposing Variations

a. When proposing variation, deliver a written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. Include the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

b. Check the column "variation" of ENG Form 4025 for submittals that

SECTION 01 33 00 Page 1013 include variations proposed by the Contractor. Set forth in writing the reason for any variations and note such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations.

1.8.3 Warranting that Variations are Compatible

When delivering a variation for approval, the Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.8.4 Review Schedule Extension

In addition to the normal submittal review period, a period of 14 calendar days will be allowed for the Government to consider submittals with variations.

1.9 SCHEDULING

a. Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Submit pertinent certifications at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

(1) Coordinate scheduling, sequencing, preparing, and processing of submittals with performance of work so that work will not be delayed by submittal processing. The Contractor is responsible for additional time required for Government reviews resulting from required resubmittals. The review period for each resubmittal is the same as for the initial submittal.

(2) Submittals required by the contract documents are listed on the submittal register. If a submittal is listed in the submittal register but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but that have been omitted from the register or marked "N/A."

(3) Resubmit the submittal register and annotate it monthly with actual submission and approval dates. When all items on the register have been fully approved, no further resubmittal is required.

(b) Contracting Officer review will be completed within 30 calendar days after the date of submission.

1.10 GOVERNMENT APPROVING AUTHORITY

a. When the approving authority is the Contracting Officer, the Government will:

(1) Note the date on which the submittal was received.

(2) Review submittals for approval within the scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

(3) Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with comments and markings appropriate

SECTION 01 33 00 Page 1014 for the action indicated.

b. Upon completion of review of submittals requiring Government approval, stamp and date submittals. Two copies of the submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor.

1.10.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize proceeding with the work covered.

b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize proceeding with the work covered provided that the Contractor takes no exception to the corrections.

c. Submittals marked "not approved," "disapproved," or "revise and resubmit" indicate incomplete submittal or noncompliance with the contract requirements or design concept. Resubmit with appropriate changes. Do not proceed with work for this item until the resubmittal is approved.

d. Submittals marked "not reviewed" indicate that the submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

e. Submittals marked "receipt acknowledged" indicate that submittals have been received by the Government. This applies only to "information-only submittals" as previously defined.

1.11 DISAPPROVED SUBMITTALS

a. Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer as required under the FAR 52.243-4 CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

b. If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.12 APPROVED SUBMITTALS

a. The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing, and other information are satisfactory.

b. Approval or acceptance by the Government for a submittal does not

SECTION 01 33 00 Page 1015 relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.

c. After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.13 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

1.14 STAMPS

Certify the submittal data as follows on Form ENG 4025: "I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

______NAME OF CONTRACTOR ______ SIGNATURE OF CONTRACTOR

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 33 00 Page 1016

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

FY21 ROCHESTER HARBOR DREDGE

01 33 00 SD-01 Preconstruction Submittals

1.7 G AOSubmittal Register

01 35 13 SD-01 Preconstruction Submittals 1.2.2Schedule of Work

SD-07 Certificates 1.3.10Notifications 1.3.3Notice to Mariners 1.3.12.1Additional Real Estate Rights 1.2.3Contract Accruals

01 35 26 SD-01 Preconstruction Submittals

1.7 G SOAccident Prevention Plan (APP)

1.7 G SOAccident Prevention Plan

Checklist SD-06 Test Reports

1.4Monthly Exposure Reports 1.12Notifications and Reports

1.12.2 G SOAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates 1.6.1.5Crane Operators/Riggers

1.7.2.2 G SOStandard Lift Plan

1.7.2.3 G SOCritical Lift Plan

1.7.2.4 G SONaval Architecture Analysis

1.8Activity Hazard Analysis (AHA) 1.9.1Confined Space Entry Permit 1.9.1Hot Work Permit

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

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TO OTHER

REVIEWER

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REVIEWER

A C T I O N

C O D E

DATE

OF

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FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 2 PAGES

FY21 ROCHESTER HARBOR DREDGE

01 35 26 1.12.4Certificate of Compliance 01 45 00 SD-01 Preconstruction Submittals

3.2 G AOContractor Quality Control (CQC)

Plan

3.2 G AOContractor Quality Control Plan

Checklist

01 57 19 SD-01 Preconstruction Submittals

1.5.1 G AORegulatory Notifications

1.6 G AOEnvironmental Protection Plan

SD-11 Closeout Submittals 3.4.1Waste Determination

Documentation 35 20 23 SD-01 Preconstruction Submittals

3.3.2.1 G AOConveyance Method

SD-11 Closeout Submittals

3.8Quality Control Survey 3.3.2.2Material Placement Records

35 20 23.13 SD-07 Certificates

1.4 G AOLetter of National Dredging

Quality Management Program Certification

35 20 23.23 SD-07 Certificates

1.4 G AOLetter Of National Dredging

Quality Management Program Certification

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PERFORMANCE PERIOD AND RESTRICTIONS

1.2.1 Environmental Windows

1.2.2 Schedule of Work

1.2.3 Contract Accruals

1.3 PROJECT/SITE CONDITIONS

1.3.1 Condition and Use of Project Site

1.3.2 Physical Conditions

1.3.3 Waterways Navigation, Traffic and Notice to Mariners

1.3.4 General Navigation

1.3.4.1 Hazards to Navigation

1.3.5 Existing Vegetation, Structures, Equipment, Utilities &

Improvements

1.3.6 Condition of Channels

1.3.7 Temporary Lights, Signals and Buoys Required by the Coast Guard

1.3.8 Dredging Vertical Datum and Benchmarks

1.3.9 Channel Coordinates

1.3.10 Notifications

1.3.11 Environmental Restrictions

1.3.12 Real Estate Rights

1.3.12.1 Additional Real Estate Rights

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 SUBMITTAL PROCEDURES

3.1.1 Procedures

3.1.2 Deviations

3.2 ORDER OF WORK

ATTACHMENTS:

Control

Channel Coordinates

-- End of Section Table of Contents --

SECTION 01 35 13 Page 1017

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00, "SUBMITTAL PROCEDURES":

SD-01, Preconstruction Submittals

Schedule of Work

SD-07, Certificates

Notifications

Notice to Mariners

Additional Real Estate Rights

Contract Accruals

1.2 PERFORMANCE PERIOD AND RESTRICTIONS

a. Complete the entire work ready for use not later than the dates indicated below. If the total quantity of material to be paid for and actually removed under the contract exceed the limit established, additional time will be allowed at the rate of 4,000 CY (cubic yard) per day, in excess of the established limit. See applicable FAR clauses. A period of time between Notice to Proceed and the actual start of dredging will be allocated for submittal review and approval. The time stated for completion includes final clean-up of the premises. Comply with the milestone schedule below.

Maximum Calendar Days After Receipt Milestone of Notice to Proceed

Begin Dredging 51

Complete Base Bid Dredging 85

Note: One additional day of dredging will be permitted for every 4,000 CY of the option exercised.

b. The Notice to Proceed will be issued on or about 15 March 2021. Dredging may not begin prior to 01 May 2021 unless requested by the Contractor and specifically approved by the Contracting Officer.

1.2.1 Environmental Windows

Rochester Harbor has dredging limitations based upon Environmental

SECTION 01 35 13 Page 1018 conditions. Schedule the work accordingly.

a. Dredging by mechanical dredges is permitted only between 01 May and 15 September.

b. Dredging by hopper dredges is permitted only between 01 May and 15 August.

1.2.2 Schedule of Work

Submit a complete schedule of work covering the period of time from the Notice of Award through the specified duration of the contract, including all private and Government work, and the plant intended for each project, to the Contracting Officer within 10 calendar days of receipt of the Notice of Award.

1.2.3 Contract Accruals

In conjunction with the schedule submittal requirements specified in FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS, submit a monthly listing of accruals. Accruals are used to provide projections of the incremental costs not yet paid for, but earned. Perform 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 PROJECT/SITE CONDITIONS

1.3.1 Condition and Use of Project Site

The drawings indicate depths and elevations. Provide a notification of at least 5 calendar days to the Contracting Officer prior to bringing any dredging equipment or material to the work site. The Contractor is responsible for damages that may be suffered due to Contractor operations.

Note FAR 52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS.

1.3.2 Physical Conditions

The physical conditions shown on the drawings are indicative of those that prevailed at the time of the site investigations and may be different than those at the time of dredging. Report significant variations that require changes to the plans, specifications, or both to the Contracting Officer immediately.

1.3.3 Waterways Navigation, Traffic and Notice to Mariners

There is a moderate amount of traffic in Rochester Harbor consisting of fishing boats, recreational boats, tugs, barges, and all classes of lake vessels varying in length to a maximum of 620 feet. Become acquainted with all information and regulations pertaining to navigation & vessel traffic within the waterways and coordinate with the U.S. Coast Guard Offices indicated in paragraph entitled "Notifications" of this Section, to assure that a "NOTICE TO MARINERS" is issued prior to work activity at the project site. A copy of the requisite notice form is an attachment to this solicitation. Submit completed form to the address (shown on the form) no less than two (2) weeks prior to the start of work activity at the project site. The Government will not undertake to keep the waterways free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August

SECTION 01 35 13 Page 1019

1917 (see Title 33 U.S.C.A. Sec. 1). Conduct work in such a manner as to obstruct navigation as little as possible and, in case, the Contractor's plant so obstructs a channel as to make it difficult or endanger the passage of vessels, promptly move said plant on the approach of any vessel to such an extent as may be necessary to afford practicable passage. Upon completion of the work, promptly remove plant, including ranges, buoys, piles, and other marks placed under the contract in navigable waters or on shore.

1.3.4 General Navigation

The work area inside the Rochester Harbor is considered sheltered, although they may be subject to wave action from the north. The work areas in both the lake approach channel and the Open-Lake Placement Site are subject to lake storms from all quarters. Information and regulations pertaining to navigation may be obtained from the current issue of the "United States Coast Pilot 6", issued annually by the U.S. Department of Commerce, National Oceanic and Atmospheric Administration (NOAA). The "United States Coast Pilot 6" may be obtained from National Ocean Survey, NOAA, Distribution Division-C44, Riverside, Maryland 20840. It may also be obtained via the Internet at https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html.

1.3.4.1 Hazards to Navigation

Maintain complete control of the movement of floating equipment and material. Loose floating equipment and material are not permitted. Keep in readiness at all times a powered craft capable of moving, securing and disposing of floating equipment which may get loose and become a hazard to navigation.

1.3.5 Existing Vegetation, Structures, Equipment, Utilities & Improvements

General locations of applicable existing utilities, vegetation, structures, equipment and improvements, based upon latest information available to the Government have been shown on the drawings. However, it is the responsibility of the Contractor to establish the exact horizontal and vertical location and size of all existing utility lines which are located within the required work area. Confer with the owners of the crossings regarding their exact locations and elevations. Report any utility lines that are not found by the Contractor, but are known to exist at the project site, to the Contracting Officer immediately.

1.3.6 Condition of Channels

Reference drawings showing the depths for the most recent survey are available on the web at http://navigation.usace.army.mil/Survey/Hydro or http://www.lrb.usace.army.mil/Library/MapsandCharts.aspx. For surveys older than those shown on either website, contact the Survey Section at (716) 879-4429. Previous surveys are for information only, and are not representative of current conditions.

1.3.7 Temporary Lights, Signals and Buoys Required by the Coast Guard

Display all temporary lights, signals and buoys required by the U.S. Coast Guard during the project work. Information regarding required signals, lights, buoys and other requirements may be obtained from the Commander OAN), U.S. Coast Guard, Shore Maintenance Detachment, ATTENTION: Aids to Navigation Branch, 1240 East Ninth Street, Cleveland, Ohio 44199-2060, SECTION 01 35 13 Page 1020

Telephone (216) 522-3990.

1.3.8 Dredging Vertical Datum and Benchmarks

a. The plane of reference is the low water datum, elevation is 248.3 feet above mean level at Rimouski, Quebec (IGLD85) (International Great Lakes Datum 1985).

b. Control can be found as attachments following this section.

c. Upon request, the Government may provide additional control.

d. Verify all control prior to use.

1.3.9 Channel Coordinates

See attachment 'Channel Coordinates' after this section, for the coordinates of the channel corners.

1.3.10 Notifications

Within 5 calendar days of completing the notifications required under this contract, submit to the Contracting Officer, written verification of these notifications, including the date, time and the name of the point of contact with whom correspondence occurred. Send the verifications to:

Mr. Ryan Lenihan Department of the Army U.S. Army Engineer District, Buffalo NY/PA Area Office 1776 Niagara Street Buffalo, NY 14207 Tel.: (716) 879-4397 Fax: (716) 879-4356

a. For all matters relating to the presence of Coast Guard-owned cables, required lights, signals, bouys, and local maritime events, or any other maritime subject, contact LTJG Sean P. Dolan, Sector Buffalo, NY, Waterways Management Branch Chief, Phone: 716-843-9322. The 24-hour emergency number for the Sector Buffalo Command Center is 716-843-9526.

b. Review the most recent Federal Register for specific information and additional marine events which may effect the dredging, transportation and placement operations. Schedule work accordingly. Contact with all Federal, State, and local agencies regarding marine events is an ongoing requirement.

1.3.11 Environmental Restrictions

a. Adhere to all provisions set forth in the 401 Water Quality Certification documents and maintain a copy of this document on the dredging vessel during the entire duration of dredging operations.

b. Overflow dredging is not permitted. Overflow dredging is defined as any activity that results in the displacement and spillage of dredged material, water, or both from the barge, hopper or other equipment or vessel into the water body.

SECTION 01 35 13 Page 1021

1.3.12 Real Estate Rights

Rights for the use of the work areas are shown on the contract drawings as contract limits. Copies of real estate agreements for use of the work and storage areas obtained prior to advertisement are included in the solicitation package, if applicable. No additional real estate rights are required to complete the project.

1.3.12.1 Additional Real Estate Rights

If additional real estate agreements, real estate rights, or both, are desired by the Contractor for staging areas for the purposes of the project, the Contractor may obtain and utilize such agreements at no cost to the Government. Within all agreements, clearly relieve the Government of any potential responsibility for damages or liability resulting from the Contractor’s use of such grounds. The Contractor must conform to Federal Requirements of Real Estate, Environmental, and others which may be applicable. The submission does not relieve the contractor from ensuring conformance with permits and responsibilities clause.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 SUBMITTAL PROCEDURES

3.1.1 Procedures

Send National Dredging Quality Managment Program submittals to the following office:

Department of the Army U.S. Army Engineer District, Mobile South Atlantic Division Silent Inspector (SI) Support Center 109 St. Joseph Street Mobile, AL 36602 Tel.: 1-(877) 840-8024 Fax.: (251) 694-3638

3.1.2 Deviations

For submittals which include proposed deviations requested by the Contractor, check the column "variation" of ENG Form 4025. State, in writing, the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

3.2 ORDER OF WORK

Start dredging from the upper dredging limit and proceed downstream,unless directed differently by the Contracting Officer.

-- End of Section --

SECTION 01 35 13 Page 1022

Description/Comments:

Survey/Computation Method:

Designation:

State:

District

Nearest Town:

USGS Quad:

T.R.S.:

Nearest Hwy/Mi:

NGS:PID COE:

Date Observed:

Date Recovered:

By:

Condition/Stability:

Owner:

Obstructions: N SE W

Datum: ( ) Lat:

Lon:

)(Datum:

Elevation Ht:

Ellip Ht:

Project:

NSRS Accuracy:

Local Accuracy:

- Horizontal - -…