B_3_Solicitation_Amendment.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

J

PAGE OF PAGES

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

17-Jan-2019

4. REQUISITION/PURCHASE REQ. NO.

W45VAK83038923

5. PROJECT NO.(If applicable)

6. ISSUED BY CODE W912HY 7. ADMINISTERED BY (If other than item 6) CODE

USAED, GALVESTON

CONTRACTING DIVISION

2000 FORT POINT ROAD

GALVESTON TX 77553-1229

See Item 6

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W912HY19B0004

X 9B. DATED (SEE ITEM 11)

28-Dec-2018

10A. MOD. OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item14. 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 CONTRACT S/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.)

Gulf Intracoastal Waterway, Texas, Brazos River Floodgates and Colorado River Locks, Scour Hole Repairs

See Continuation Pages for Details:

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

TEL: EMAIL:

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of Contracting Officer)

16C. DATE SIGNED

EXCEPTION TO SF 30 30-105-04

STANDARD FORM 30 (Rev. 10-83) APPROVED BY OIRM 11-84 Prescribed by GSA

FAR (48 CFR) 53.243

W9126G18B0004

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G18B0004, Gulf Intracoastal Waterway, Texas, Brazos River Floodgates and Colorado River Locks in Brazoria and Matagorda Counties, Texas, Repair of Scour Holes, are hereby amended as follows:

a) Specifications.

(1) SECTION 01 00 10, SUMMARY OF WORK – The enclosed SECTION 01 00 10, entitled SUMMARY OF WORK, supersedes that issued with this Solicitation.

(2) SECTION 01 10 00.00 45, NON-REGULATED SPECIAL CONTRACT REQUIREMENTS -

The enclosed SECTION 00 10 00.00 45, entitled NON-REGULATED SPECIAL CONTRACT REQUIREMENTS supersedes that issued with this Solicitation.

(3) SECTION 01 32 01.01 45, PROJECT SCHEDULE – The enclosed SECTION 01 32 01.01 45, entitled PROJECT SCHEDULE, supersedes that issued with this Solicitation.

(4) SECTION 01 33 00, SUBMITTAL PROCEDURES - The enclosed SECTION 01 33 00, entitled SUBMITTAL PROCEDURES, supersedes that issued with this Solicitation.

(5) SECTION 35 31 19.30 45, STONE – The enclosed SECTION 35 31 19.30 45, entitled STONE, supersedes that issued with this Solicitation.

b) Drawings.

(1) DRAWING G-002 – The enclosed drawing G-002 supersedes that issued with this Solicitation.

(2) DRAWING CC-105 - The enclosed drawing CC-105 supersedes that issued with this Solicitation.

2. This amendment shall be attached to and become a part of the solicitation.

Encls:

1. SECTION 01 00 10, SUMMARY OF WORK

2. SECTION 01 10 00.00 45, NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

3. SECTION 01 32 01.01 45, PROJECT SCHEDULE

4. SECTION 01 33 00, SUBMITTAL PROCEDURES

5. SECTION 35 31 19.30 45, STONE

6. DRAWING G-002

7. DRAWING CC-105

SWG FILE NO.:IWW 1158-77 SOLICITATION NO.:W9126HY19B0004

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 10

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

1.2 SITE LOCATION

1.3 COORDINATION

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL

-- End of Section Table of Contents --

SECTION 01 00 10 Page 1

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W912HY19B0004)

SECTION 01 00 10

SUMMARY OF WORK

AMENDMENT NO. 0001

PART 1 GENERAL

1.1 SUMMARY

The work for this project includes the placement of stone material within existing scour holes at the Colorado River Locks and the Brazos River Floodgates along the Gulf Intracoastal Waterway, Texas.

1.2 SITE LOCATION

The work in this Contract is to be performed at the Colorado River Locks and the Brazos River Floodgates along the Gulf Intracoastal Waterway, Texas in Matagorada and Brazoria Counties, Texas as indicated.

1.3 COORDINATION

(AM#1)The Contractor shall identify construction activities within the floodgates and locking areas in the schedule to allow for timely issuance of marine notices of gate operations by the Lockmaster. The Contractor shall coordinate construction activities with the Lockmaster at both construction sites to minimize impact to channel traffic.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL

Project features are to be constructed as shown, and specified.

-- End of Section --

SECTION 01 00 10 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.00 45

NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 HARBOR MAINTENANCE FEE (1 SEP 1995)(EAL 88-1)

1.1.1 General

1.1.2 Regulations

1.2 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (UAI 52.232-5)

1.2.1 Materials Delivered Off-site

1.2.2 Title to Items

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)(ER

415-1-15)

1.3.1 General

1.3.1.1 Unusually Severe Weather

1.3.1.2 Completion Delay

1.3.2 Baseline for Monthly Weather Time Evaluations

1.3.3 Record

1.3.4 (AM#1)Strong River Flows

1.4 PROGRESS MEETINGS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 10 00.00 45 Page 1

SECTION 01 10 00.00 45

NON-REGULATED SPECIAL CONTRACT REQUIREMENTS

AMENDMENT NO. 0001

PART 1 GENERAL

1.1 HARBOR MAINTENANCE FEE (1 SEP 1995)(EAL 88-1)

1.1.1 General

Offerors contemplating use of U.S. ports in the performance of the Contract are subject to paying a harbor maintenance fee on cargo. Federal law establishes an ad valorem port use fee on commercial cargo imported into or exported from various U.S. ports. The fee is 0.125 percent (.00125). Cargo to be used in performing work under Contracts with the U.S. Government is not exempt from the fee, although certain exemptions do exist. Offerors are responsible for ensuring that the applicable fee and associated costs are taken into consideration in the preparation of their offers. Failure to pay the harbor maintenance fee may result in assessment of penalties by the U.S. Customs and Border Protection.

1.1.2 Regulations

The statute is at Title 26 U.S. Code sections 4461 and 4462. Department of Treasury U.S. Customs and Border Protection regulations implementing the statute, including a list of ports subject to the fee, are found at 19 CFR Section 24.24, Harbor Maintenance Fee. Additional information may be obtained from local U.S. Customs and Border Protection offices or by writing to the Director, Budget Division, Office of Finance, Room 6328, U.S. Customs and Border Protection, 1301 Constitution Avenue, N.W., Washington, D.C. 20229.

1.2 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (UAI 52.232-5)

1.2.1 Materials Delivered Off-site

Pursuant to the FAR CLAUSE entitled PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS, materials delivered to the Contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site will be limited to: (1) Materials required by the TECHNICAL SPECIFICATIONS; or (2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this Contract.

1.2.2 Title to Items

Each payment will be made only after receipt of paid or receipted invoices or invoices with a canceled check showing title to the items by the Prime Contractor and including the value of material and labor incorporated into the item. Payment for materials delivered off-site is limited to those materials necessary to carry out the work specified in the technical sections.

SECTION 01 10 00.00 45 Page 2

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)(ER 415-1-15)

1.3.1 General

This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE entitled DEFAULT (FIXED-PRICE CONSTRUCTION). For the Contracting Officer to award a time extension under this CLAUSE, the following conditions shall be satisfied.

1.3.1.1 Unusually Severe Weather

The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

1.3.1.2 Completion Delay

The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.3.2 Baseline for Monthly Weather Time Evaluations

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON 7 DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(10) (8) (7) (6) (7) (8) (7) (9) (10) (7) (8) (9)

1.3.3 Record

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, the Contractor will record on the daily Contractor Quality Control (CQC) report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Subparagraph: Baseline for Monthly Weather Time Evaluations above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the CONTRACT CLAUSE entitled DEFAULT (FIXED PRICE

SECTION 01 10 00.00 45 Page 3

CONSTRUCTION).

1.3.4 (AM#1)Strong River Flows

The Contractor should expect to encounter strong river flows in the GIWW Brazos River Crossing and GIWW Colorado River Crossing. Requests for time extension due to unusually severe river conditions will only be considered for days when the river flows are reported to be greater than 5 mph for a 24-hour period or longer and must cause a critical-path delay to the Contractor's schedule.

1.4 PROGRESS MEETINGS

A progress meeting will be held weekly during active construction. The meetings will occur on-site, in the Contractor's field trailer, as conditions allow. The day for conducting meetings will be mutually agreed to between the Contractor, the Government and the Local Sponsors at the preconstruction conference. Unless the Contracting Officer's Representative (COR) specifically indicates in writing otherwise, prepare meeting agendas and meeting minutes for each meeting and provide to all parties.

Progress meeting will consist of a written agenda of topics and issues to be discussed during the meeting and followed up with draft meeting minutes prepared by the Contractor. The draft meeting minutes will be emailed out to all attendees one day after the meeting for review and approval. The review and approval process will allow for mutual acceptance of the draft minutes as written, or editing to add, delete, and/or correct items that were covered in the weekly meeting. The edited draft meeting minutes will be published and handed out by the Contractor at each following week's progress meeting. If all attendees agree the minutes have been properly edited; then those minutes become the official final minutes of the previous week's progress meeting. All attendees will be required to sign an attendance sheet that will become an attachment to the official final meeting minutes.

The progress meeting agendas will at a minimum contain the following items (Italic wording represents example input per item):

1. Contract Schedule and S-curve status

2. Weather days for the last two weeks

3. Go over Punch/Discrepancy list Items

4. Status of stored materials

5. Work performed since last progress meeting

6. Two week look ahead.

7. Submittal register open / closed items.

8. Visit any open items from previous week's agenda.

9. Pay estimate

10. Status of safety plan and accident prevention

11. Review of the QCS program

12. Status and review of testing

a. Concrete

b. Soil

c. Asphalt

13. RFI's / RFC's

a. New

b. Unanswered

14. RFP's

a. New

SECTION 01 10 00.00 45 Page 4

b. Unanswered

15. Differing Site Conditions

16. Security issues

a. Status of coordination with the Others/Local Sponsor, Any Item

17. Other

During the first progress meeting the agenda format will be reviewed and agreed to by all parties in attendance.

Contractor will conduct all progress meetings as well as prepare the updated agenda for the meeting prior to the scheduled day, and any information in dispute will be addressed at the meeting.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 10 00.00 45 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.01 45

PROJECT SCHEDULE

PART 1 GENERAL

1.1 SUBMITTALS

1.2 QUALITY ASSURANCE

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Approved Project Schedule

3.1.2 (AM#1)Level of Detail Required

3.1.3 Updated Progress Schedule

3.1.4 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 32 01.01 45 Page 1

SECTION 01 32 01.01 45

PROJECT SCHEDULE

(AMENDMENT NO. 0001)

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with the SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule ; G

Submit to the Contracting Officer no later than 10 calendar days after acknowledgement of the Notice To Proceed.

1.2 QUALITY ASSURANCE

Designate an authorized representative to be responsible for the preparation of the Schedule and the required updating (activity status) and preparation of reports. The authorized representative is to be experienced in scheduling projects similar in nature and complexity to this project and be experienced in the use of the scheduling software that meets the requirements of this specification.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule , as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project, including the design and construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel is to actively participate in its development. Subcontractors and suppliers working on the project are to also contribute in developing and maintaining an accurate Project Schedule. Provide a Schedule that is forward planning and is a project monitoring tool.

3.1.1 Approved Project Schedule

The approved Project Schedule will be used to measure the progress of the work and to aid in evaluating time extensions. The Schedule will depict activity durations, be based on the percentage of physical completion, and provide the basis for progress payments. Use ENG Form 2454 or

SECTION 01 32 01.01 45 Page 2 equivalent produced by a scheduling program to depict the Progress Schedule and ensure that the Schedule conforms with the requirements outlined in the FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS.

Schedule will show anticipated earnings per Contract Line Item Number (CLIN) for each pay period, and total earnings per pay period. If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required Schedule. Once approved, the Contractor may not change the schedule for any reason without permission from the Contracting Officer or the ACO.

3.1.2 (AM#1)Level of Detail Required

Develop the Project Schedule to an appropriate level of detail. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the Contracting Officer, will result in its disapproval.

The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail: The Contractor shall create all pay activities to reflect tonnage of material placed in station according to the contract CLINS.

3.1.3 Updated Progress Schedule

Provide an updated Progress Schedule on at least a monthly basis and submit this updated Schedule along with the monthly pay request. The Government may request the Contractor to provide the Government with an updated Schedule as a result of a change in order of work, activity sequences, or activity duration prior to the monthly pay request. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved Schedule, the Contractor will take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government and submit an updated Progress Schedule to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, or the amount of construction plant, and to submit for approval supplementary Schedule or Schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.4 Default Terms

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

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining Contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved Schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate Contract earned value for the purposes of payment. Failure of the Contractor to provide required information will result in the disapproval of the preliminary, initial, and subsequent Schedule updates. If Schedule revisions are directed by the Contracting Officer and those revisions have

SECTION 01 32 01.01 45 Page 3 not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by this Contract, each payment period, until revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the Contracting Officer.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

A computer software system utilized to produce and update the Project Schedule is to be capable of meeting the requirements of this specification. Failure of the Contractor to meet the requirements of this specification will result in the disapproval of the Schedule.

-- End of Section --

SECTION 01 32 01.01 45 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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 Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Source Drawings for Shop Drawings

1.5.2.1 Terms and Conditions

1.5.3 Electronic File Format

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Samples SD-04 Samples

1.7 INFORMATION ONLY SUBMITTALS

1.8 SUBMITTAL REGISTER

1.8.1 Use of Submittal Register

1.8.2 Contractor Use of Submittal Register

1.8.3 Approving Authority Use of Submittal Register

1.8.4 Copies Delivered to the Government

1.9 VARIATIONS

1.9.1 Considering Variations

1.9.2 Proposing Variations

1.9.3 Warranting That Variations Are Compatible

1.9.4 Review Schedule is Modified

1.10 SCHEDULING

1.11 GOVERNMENT APPROVING AUTHORITY

1.11.1 Review Notations

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED OR ACCEPTED SUBMITTALS

1.14 APPROVED SAMPLES

1.15 STAMPS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Appendix A - SUBMITTAL REGISTER

SECTION 01 33 00 Page 1

Appendix B ENG Form 4025-R

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

(AMENDMENT NO. 0001)

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

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

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with Contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to 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 required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as Appendix A -

SUBMITTAL REGISTER.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) or the start of the next major phase of the construction on a multi-phase Contract, includes schedules, tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

SECTION 01 33 00 Page 3

Certificates Of Insurance Surety Bonds (prior to Notice To Proceed issuance) List Of Proposed Subcontractors List Of Proposed Products Construction Progress Schedule Submittal Register Schedule Of Prices Accident Prevention Plan Health And Safety Plan Work Plan Quality Control(QC) Plan Environmental Protection Plan

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 which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to jobsite.

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

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this Section, on- and off-site construction required by Contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in this construction.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register ; G

SECTION 01 33 00 Page 4

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (G)

Within the terms of the CONTRACT CLAUSE Specifications And Drawings For Construction, they are considered to be "shop drawings."

1.4.2 Information Only

Submittals not requiring Government approval will be for information only.

They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the attached sample transmittal form in Appendix B ENG Form 4025-R for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms are included in the QCS software that the Contractor is required to use for this Contract. Properly complete this form by filling out 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

The entire set of Source Drawing files (DWG) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.

1.5.2.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, 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.

These electronic Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction 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

SECTION 01 33 00 Page 5 of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of 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 construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.5.3 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to the electronic submittal, provide three 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, 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 files from original documents with bookmarks so that the text included in the PDF file is both 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 scan of a signature.

Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Provide electronic documents over 10MB on an optical disc, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/.

(AM#1) Provide hard copies of submittals when requested by the Contracting Officer. Up to 2 additional hard copies of any submittal may be requested at the discretion of the Contracting Officer, at no additional cost to the Government.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Samples SD-04 Samples

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

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

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

SECTION 01 33 00 Page 6

1.7 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to 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.

1.8 SUBMITTAL REGISTER

Prepare and maintain a Submittal Register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A Submittal Register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. 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.

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

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification Section.

Column (e): Lists one principal paragraph in 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 project requirements.

Thereafter, the Contractor is to track the submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.8.1 Use of Submittal Register

Submit Submittal Register. Submit with QC plan and Project Schedule.

Verify that submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the Register 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 approving authority to receive submittals.

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

SECTION 01 33 00 Page 7

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

1.8.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout Contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

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

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.8.4 Copies Delivered to the Government

Deliver one copy of Submittal Register updated by the Contractor to the Government with each invoice request.

1.9 VARIATIONS

Variations from Contract requirements require Government approval pursuant to CONTRACT CLAUSE FAR 52.236-21 and will be considered where advantageous to Government.

1.9.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from Contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.9.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation

SECTION 01 33 00 Page 8 and why the variation is desirable and beneficial to Government, including 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.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth 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.

1.9.3 Warranting That Variations Are Compatible

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

1.9.4 Review Schedule is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

1.10 SCHEDULING

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

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for 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 which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

SECTION 01 33 00 Page 9

1.11 GOVERNMENT APPROVING AUTHORITY

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

a. Note date on which submittal was received from QC Manager.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in Paragraph entitled Review Notations, of this section and with markings appropriate for action indicated.

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

1.11.1 Review Notations

Contracting Officer review will be completed within 20 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

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

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the Contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate 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.

1.12 DISAPPROVED SUBMITTALS

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; notice as required under the CONTRACT CLAUSE entitled CHANGES is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of this work at the Contractor's expense.

If changes are necessary to submittals, make revisions and submission of the submittals in accordance with the procedures above. No item of work

SECTION 01 33 00 Page 10 requiring a submittal change is to be accomplished until the changed submittals are approved.

1.13 APPROVED OR ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance 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.

Approval or acceptance will not relieve the Contractor of the responsibility for errors which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this Contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work

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.

1.14 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify Contract requirements. Before submitting samples, the Contractor shall assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at its expense, upon completion of the Contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of materials to pass the specified tests will be sufficient cause for refusal to consider, under this Contract, any further samples of the same brand or make of that material. The Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet Contract requirements will automatically void previous approvals. The Contractor to replace such materials or equipment to meet Contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of its responsibilities under the Contract.

SECTION 01 33 00 Page 11

1.15 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets Contract requirements is to be similar to the following:

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 33 00 Page 12

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 31 19.30 45

STONE

PART 1 GENERAL

1.1 SUMMARY

1.2 ACCESS TO THE WORKSITE.

1.3 WORKING HOURS

1.4 ORDER OF WORK

1.5 MEASUREMENT AND PAYMENT

1.6 REFERENCES

1.7 SUBMITTALS

1.8 STORAGE OF CONSTRUCTION MATERIALS

1.9 Construction Plan

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Recycled Concrete

2.1.1.1 Gradation Test

2.1.2 Granite Stone

2.1.2.1 Quality Test

2.1.2.2 Acceptance

2.1.2.3 Size Limitations

PART 3 EXECUTION

3.1 Recycled Concrete

3.2 Granite

3.2.1 Placement

3.3 APPROVAL AND ACCEPTANCE

3.3.1 Quality Requirements

3.3.2 Gradation

3.3.3 Percentage Allowances

3.4 CONTRACTOR QUALITY CONTROL

3.4.1 Compliance Inspection

3.4.2 Quality Control Surveys

3.4.3 Check Tests

3.4.4 Records

-- End of Section Table of Contents --

SECTION 35 31 19.30 45 Page 1

SECTION 35 31 19.30 45

STONE

(AMENDMENT NO. 0001)

PART 1 GENERAL

1.1 SUMMARY

The work in this Section consists of furnishing plant, labor, equipment, and materials to perform the operations necessary for the placement of stone as indicated and as specified.

1.2 ACCESS TO THE WORKSITE.

Access to the construction sites shall be way of the Gulf Intracoastal Waterway for both the Colorado River Locks and Brazos River Floodgates sites. Staging areas for off-loading materials to be used in construction will not be furnished by the Government. The existing Government-owned roads, which provides access to the Brazos River Floodgates and Colorado River Locks area is of light-duty construction and shall not be used for transportation of stone materials.

1.3 WORKING HOURS

Working hours shall be limited from 7:00 AM to 7:00 PM, 7(AM#1)6 days a week, unless otherwise coordinated and approved by the Contracting Officer. No work will be accomplished on Federal holidays without written approval. Requests for work during restricted times need to be submitted a minimum of 5 calendar days in advance. The Contractor shall coordinate gate closures with the Lockmaster at both sites. Additionally another Government Contractor may be working in the area.

1.4 ORDER OF WORK

The Contractor shall commence with the placement of stone at the Colorado River Locks with Section No. 1 and proceed in Section numerical order.

1.5 MEASUREMENT AND PAYMENT

Measurement and payment for stone will be paid for in accordance with provisions of the SECTION 01 22 00.10 MEASUREMENT AND PAYMENT.

1.6 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.

ASTM INTERNATIONAL (ASTM)

ASTM C127 (2015) Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate

ASTM C136/C136M (2014) Standard Test Method for Sieve

SECTION 35 31 19.30 45 Page 2

Analysis of Fine and Coarse Aggregates

ASTM C535 (2012) Standard Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine

ASTM D75/D75M (2014) Standard Practice for Sampling Aggregates

1.7 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Government acceptance is required for submittals with a "GA" designation. Submit the following in accordance with the SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Plan ; G

Submit a Construction Plan prior to the start of construction identifying equipment, construction techniques, sequences, and procedures for mobilizing, stone placement, and monitoring progress of the work.

SD-06 Test Reports

Quality Test ; G

Quality test for (AM#1)granite stone.

Gradation ; G

The gradation tests indicating the stone meets the required size.

1.8 STORAGE OF CONSTRUCTION MATERIALS

Construction materials received with certified weights and which shall be unloaded from the barges, trucks, and railroad cars and which cannot be used immediately for construction shall be stored in approved storage areas. The storage area shall be reasonably near the job site and shall be approved. The storage area shall be a relatively smooth area in order that all stored material may later be recovered free from dirt or other foreign materials.

1.9 Construction Plan

Submit a Construction Plan prior to the start of construction identifying equipment, construction techniques, sequences, and procedures for mobilizing, stone placement, and monitoring progress of the…