B.08.03_Amendment 0001 for Rudee Inlet Maintenance Dredging W9123621B5024 08182021.pdf

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Norfolk District, Army Corps of Engineers, Rudee Inlet Maintenance Dredging in Virginia Beach, VA
Solicitation number
W9123621B5024
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This document contains an amendment to an invitation for bid for maintenance dredging services. The U.S. Army Corps of Engineers, Norfolk District, is soliciting bids to dredge approximately 189,000 cubic yards of material from the Rudee Inlet located in Virginia Beach, Virginia. The amendment provides clarification to technical specifications and drawings, and updates the solicitation to align with previously provided information. Dredging will be conducted from the entrance channel, sand trap, entrance channel transition area, north and south jetty areas, and outer deposition basin, with placement of material on nearby beaches. Bidders must begin performance within 15 days of award and complete all work within 180 days, with liquidated damages of $1,003 per day for delays. The applicable NAICS code is 237990 and size standard is $30 million. This is a firm-fixed-price full and open competition solicitation.

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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

Solicitation No. W9123621B5024 for the Rudee Inlet Maintenance Dredging Project located in Viriginia Beach, VA is hereby amended as follow s:

1. To provide clarification to items associated w ith the technical specif ications and plan sheets; and to update the solicitation to be consistent w ith the previously attached draw ings and specifications.

2. Please see the Continuation Sheet for a full breakout of the changes.

3. All other terms and conditions remain the same.

Contracting POC: Raven D. Sasser, Raven.D.Sasser@usace.army.mil, 757-201-7136.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 8

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

16C. DATE SIGNED

BY 18-Aug-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 W9123621B5024

X 9B. DATED (SEE ITEM 11)

30-Jul-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

18-Aug-2021

CODE

USACE, NORFOLK DISTRICT OFFICE

CONTRACTING OFFICE

803 FRONT STREET

NORFOLK VA 23510-1011

W91236 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9123621B5024

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0001

1. This constitutes Amendment 0001 to Solicitation Number W91236-21-B-5024 for the Rudee Inlet Maintenance Dredging Project. Listed below are the changes to the solicitation which provides clarification to items associated with the technical specifications and plan sheets; and updates the solicitation to be consistent with the previously attached drawings and specifications.

2. Changes:

a. Specifications, Section 35 20 23 Dredging:

Add the following exhibit drawing titled ‘H.08.03_Modified Specifications Section 35 20 23 for Rudee 08172021’ to the end of specification section 35 20 23. The file includes the following drawings:

• Rudee Inlet Safety Area Survey 060821.pdf

• Croatan Survey 2021-07-21.pdf

• Resort Beach Survey 2021-06.pdf

b. Plans:

Sheet 4 of 14.

Sheet has been revised to reflect a minimum offset distance from the boardwalk of 100 feet for the equipment staging area and pipeline path to placement area.

Sheet 6 of 14.

Sheet has been revised to clarify boundary of the Croatan Beach placement area.

Sheet 8 of 14.

Sheet has been revised to clarify hatching of Entrance Channel adjacent to Sand Trap Hatching in legend was removed.

Sheet 9 of 14 Sheet has been revised to clarify hatching of Entrance Channel adjacent to Sand Trap Hatching in legend was removed. Removed line item of Entrance Channel adjacent to Sand Trap from Dredging Component Summary Table. Updated associated cross sections.

Sheet 10 of 14 Sheet has been revised to correct channel element side slopes for consistency with bid schedule items, permit, and solicitation language.

Sheet 11 of 14 Sheet has been revised to clarify cross section D-D’. Revisions were made for consistency with bid schedule items, permit, and solicitation language. Removed errant lines in other cross sections.

Sheet 12 of 14

Sheet was revised to clarify contract line item 0002 of the Plans for Dredging, Bid Items Quantity Estimate Table. Channel adjacent to Sand Trap was removed with volume added to the Entrance Channel component. Total volume remains 189K.

Sheet 13 of 14 Sheet was revised to include notes that provides for a 100-foot offset of the equipment staging area from the seawall. A note also clarifies location of dredge pipeline. Reference for placement of the pipeline along the seawall was removed.

Sheet 14 of 14 Sheet has been revised to reflect a minimum offset distance from the boardwalk of 100 feet for the equipment staging area and pipeline path to placement area.

c. Solicitation, Section 00 10 00, Bid Item 0005:

Deleted: Croatan Beach stationing “17+50 - 27+50” Replaced with: Croatan Beach stationing “15+00 – 25+00”

d. Solicitation, Page 22 of 61, Section 00 72 00, “1. Description of Project” Section

Deleted: 1. Description of Project

Replaced with:

“1. Description of Project

The Rudee Inlet Maintenance Dredging Project will consist dredging up to approximately 189,000 cubic yards of sandy maintenance material from the Rudee Entrance Channel, Sand Trap, Entrance Channel Transition Area, North Jetty Area, South Jetty Area, and Outer Deposition Basin located in Virginia Beach, Virginia.

Approximately 75,000 cubic yards of sandy material will be dredged from the Entrance Channel and Sand Trap with placement on Resort Beach to the north of the Inlet. Approximately 15,000 cubic yards of sandy material will be dredged from the Entrance Channel Transition Area and North and South Jetty protection Areas with placement on Resort Beach to the north of the Inlet. Approximately 99,000 cubic yards of sandy dredged material will be dredged from the Outer Deposition Basin. 50,000 cubic yards of that will be placed South of the Inlet at Croatan Beach and 49,000 cubic yards will be placed to the North on the Resort Beach. A Hydraulic Cutter-head Dredge will be used to accomplish this work. Maximum pay depth (required + allowable), will be to -14 feet Mean Lower Low Water (MLLW) in the Entrance Channel, -20 feet MLLW in the Sand Trap, -16 feet MLLW in the Entrance Channel Transition Area, -14 feet MLLW for the North and South Jetty Protection Areas, and -22 feet MLLW for the Outer Deposition Basin.

Dredging will take place in the Atlantic Ocean and it is expected that dredging conditions will be in an ocean environment. The Contractor is expected to work in the vicinity of large groups of bystanders and tourists during placement operations and work at a project with high recreational traffic through the Entrance Channel. The Contractor will not be allowed to use Lake Wesley as a staging and safe harbor area for plant and equipment but may use the Croatan Point Dock facilities or the Safety Area of the Federal Project. The contractor is expected to have the ability to pump sandy dredged material up to 1.25 miles.”

SECTION 00 10 00 - SOLICITATION

CLIN 0005

The CLIN extended description has changed from:

Maintenance dredging the Outer Deposition Basin 50,000 CY. Place the dredged material on Croatan Beach 17+50

– 27+50 complete, including all associated work as shown on the drawings and specified, excluding work described in CLINs 0001 through 0004, and CLINs 0006 and 0007. Bidders are encouraged to review the table entitled “PLANS FOR DREDGING, BID ITEMS QUANTITY ESTIMATE” on Sheet 12 of the Plans.

To:

Maintenance dredging the Outer Deposition Basin 50,000 CY. Place the dredged material on Croatan Beach 15+00

– 25+00 complete, including all associated work as shown on the drawings and specified, excluding work described in CLINs 0001 through 0004, and CLINs 0006 and 0007. Bidders are encouraged to review the table entitled “PLANS FOR DREDGING, BID ITEMS QUANTITY ESTIMATE” on Sheet 12 of the Plans.

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

CONTRACT REQUIREMENTS

Only a warranted Contracting Officer (either a Contracting Officer or an Administrative Contracting Officer (ACO)), acting within their appointed limits, has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract, you shall not proceed with the change and shall immediately notify the Contracting Officer. Proceeding with any work not authorized by the Contracting Officer will be at the contractor’s own risk.

1. DESCRIPTION OF PROJECT

The Rudee Inlet Maintenance Dredging Project will consist dredging up to approximately 189,000 cubic yards of sandy maintenance material from the Rudee Entrance Channel, Sand Trap, Entrance Channel Transition Area, North Jetty Area, South Jetty Area, and Outer Deposition Basin located in Virginia Beach, Virginia.

Approximately 75,000 cubic yards of sandy material will be dredged from the Entrance Channel and Sand Trap with placement on Resort Beach to the north of the Inlet. Approximately 15,000 cubic yards of sandy material will be dredged from the Entrance Channel Transition Area and North and South Jetty protection Areas with placement on Resort Beach to the north of the Inlet. Approximately 99,000 cubic yards of sandy dredged material will be dredged from the Outer Deposition Basin. 50,000 cubic yards of that will be placed South of the Inlet at Croatan Beach and 49,000 cubic yards will be placed to the North on the Resort Beach. A Hydraulic Cutter-head Dredge will be used to accomplish this work. Maximum pay depth (required + allowable), will be to -14 feet Mean Lower Low Water (MLLW) in the Entrance Channel, -20 feet MLLW in the Sand Trap, -16 feet MLLW in the Entrance Channel Transition Area, -14 feet MLLW for the North and South Jetty Protection Areas, and -22 feet MLLW for the Outer Deposition Basin.

Dredging will take place in the Atlantic Ocean and it is expected that dredging conditions will be in an ocean environment. The Contractor is expected to work in the vicinity of large groups of bystanders and tourists during placement operations and work at a project with high recreational traffic through the Entrance Channel. The Contractor will not be allowed to use Lake Wesley as a staging and safe harbor area for plant and equipment but may use the Croatan Point Dock facilities or the Safety Area of the Federal Project. The contractor is expected to have the ability to pump sandy dredged material up to 1.25 miles.

2. BID ITEMS ACCEPTED:

TBD

3. PERIOD OF PERFORMANCE:

For the base contract bid items begin performance within 15 calendar days of contract award and complete all work with 180 days from issuance of Notice to Proceed (NTP).

4. MAGNITUDE OF CONSTRUCTION:

The magnitude of construction is between $1,000,000 and 5,000,000 per FAR 36.204.

5. QUANTITY OF MATERIAL:

Should the total quantity of material to be paid for and actually placed under this contract exceed the quantity from the Bidding Schedule, additional time will be allowed at the rate of one day for each 3,000 cubic yards in excess of the estimated quantity.

6. DREDGING AND DREDGE RELATED MARINE WORK:

Should the total quantity of material to be paid for and actually placed under this contract exceed the estimated quantity from the Bidding Schedule, additional time will be allowed at the rate of (1) one day for each 3,000 cubic yards in excess of the estimated base contract quantities.

The Contractor shall comply with the provisions of EM 385-1-1. If the Contractor is a currently accepted participant in the Dredging Contractors of America (DCA)/United States Army Corps of Engineers (USACE) Dredging Safety Management Program (DSMP), as determined by the DCA/USACE Joint Committee, and holds a current valid Certificate of Compliance for both the Contractor Program and the Dredge(s) to be used to perform the work under this contract, the Contractor may, in lieu of the submission of an Accident Prevention Plan (APP).

a. Make available for review, upon request, the Contractor’s current Safety Management System (SMS) documentation.

b. Submit to the Contracting Officer the current valid Company Certificate of Compliance for its SMS.

c. Submit the current dredge(s) Certificate of Compliance based on third party audit, and submit for review and acceptance, site-specific addenda to the SMS as specified in the solicitation.

7. DEPARTMENT OF LABOR WAGE DECISION (CONSTRUCTION):

Any contract awarded as a result of this solicitation will be subject to the U.S. Department of Labor Wage Decision(s) Number VA20210001, dated 01/01/2021.

8. REQUIRED INSURANCE:

The contractor shall procure and maintain during the entire period of performance under this contract, the following minimum insurance:

TYPE AMOUNT

Workers Compensation As required by State law Employer's Liability $100,000 per person

General Liability $500,000 per occurrence Motor Vehicle Liability (For each motor vehicle):

Bodily injury or death $200,000 per person

$500,000 per occurrence Property damage $20,000 per occurrence Vessel collision liability and $500,000 per occurrence Protection and Indemnity $200,000 per person

$200,000 property damage per occurrence

Prior to commencement of work hereunder, the contractor shall furnish to the Contracting Officer a certificate or written statement of the above required insurance. The policies evidencing required insurance shall contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the interests of the Government in such insurance shall not be effective for such period as may be prescribed by the laws of the State in which this contract is to be performed and in no event less than 30 days after written notice thereof to the Contracting Officer.

9. PERFORMANCE OF WORK BY CONTRACTOR:

Bidder’s attention is directed to FAR 52.236-1, "Performance of Work by Contractor." Contractor is required to furnish a description of the work which will be performed by his own organization, (e.g., earthwork, paving, etc.), the percentage of the total work this represents, and the estimated cost thereof. Such description of work to be performed by the contractor's own organization shall be provided to the Contracting Officer within 10 days of contract award.

10. UNAUTHORIZED INSTRUCTIONS FROM GOVERNMENT OR OTHER PERSONNEL:

The contractor shall not accept instructions issued by any person, employed by the U.S. Government or otherwise, other than the Contracting Officer or the Authorized Representative of the Contracting Officer acting within the limits of his/her authority as defined in the Designation of Authority letter. A copy of the Designation of Authority letter will be furnished to the contractor at time of contract award.

11. PERFORMANCE EVALUATION OF CONTRACTOR:

As a minimum, the Contractor's performance will be evaluated upon final acceptance of the work. However, interim evaluations may be prepared at any time during contract performance when determined to be in the best interest of the Government. The format for the evaluation will be DD Form 2626, and the Contractor will be rated either "Outstanding," "Satisfactory," or "Unsatisfactory" in the areas of Contractor Quality Control, Timely Performance, Effectiveness of Management, Compliance with Labor Standards, and Compliance with Safety Standards. The Contractor will be advised on any unsatisfactory rating, either in an individual element or in the overall rating, prior to completing the evaluation; all contractor comments will be made a part of the official record. In compliance with DOD FAR Supplement 236.201, Performance Evaluation Reports will be available to all DOD Contracting Offices for their future use in determining contractor responsibility.

CONTRACTORS CPARS POC:

Name: ____________________________________________

Phone: ____________________________________________

Email: ____________________________________________

12. ACCIDENT PREVENTION PLAN:

In accordance with the clause entitled "Accident Prevention," the contractor will not be allowed to commence work on the job site until an acceptable accident prevention plan has been submitted. The contractor will receive official notification of the acceptance of his accident prevention plan.

13. IDENTIFICATION OF CORRESPONDENCE:

All correspondence and data submitted by the contractor under this contract shall reference the contract number.

14. INVOICING

Invoices shall be submitted by ENG93, as required by Contract requirements, to the assigned COR, James Campbell.

15. CONTRACTING OFFICE POINT-OF-CONTACT:

CONTRACTING OFFICER REPRESENTATIVE (COR)

U.S. Army Corps of Engineers ATTN: James Campbell 803 Front Street Norfolk, VA 23510-1011 Phone: 757-201-7116 Email: James.N.Campbell@usace.army.mil

CONTRACT SPECIALIST

U.S. Army Corps of Engineers ATTN: CECT-NAO – Raven Sasser 803 Front Street Norfolk, VA 23510-1011 Phone: 757-201-7136 Email: Raven.D.Sasser@usace.army.mil

CONTRACTING OFFICER

U.S. Army Corps of Engineers ATTN: CECT-NAO – Stormie B. Wicks 803 Front Street Norfolk, VA 23510-1011 Phone: 757-201-7215 Email: Stormie.B.Wicks@usace.army.mil

17. NOTICE TO PROCEED:

The Notice to Proceed (NTP) will be issued upon receipt and acceptance of Certificate of Liability Insurance per FAR Clause 52.228-5; and receipt of the Performance and Payment bonds per FAR Clause 52.228-15 (Dev). Please ensure these documents are received within the 10-day requirement.

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

1. H.08.03_Drawings for Rudee RDI.2017-08-21.PS 06152021

2. H.08.03_Specifications for Rudee Final 2021 06042021

3. H.08.03_Modified Drawings for Pages 4 - 14 for Rudee RDI.2017-08-21.PS 08172021

4. H.08.03_Modified Specifications Section 35 20 23 for Rudee 08172021

(End of clause)

(End of Summary of Changes)

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