B.08.03_W912BU19B0021-0002.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

The purpose of this amendment

a) Adjusts the response time to 11:00am EST on 25 September 2019.

b) Answ ers submitted RFIs

c) Remove clause 52.217-6 and add clauses 52.217-4, 52.217-5, and 52.217-7

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 16-Sep-2019

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 W912BU19B0021

X 9B. DATED (SEE ITEM 11)

26-Aug-2019

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 X is extended, 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

16-Sep-2019

CODE

CONTR DIV-CONTRACTS BR

USACE, PHILA DISTRICT

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BU19B0021

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 25-Sep-2019 10:00 AM to 25-Sep-2019 11:00 AM.

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been added by reference:

52.217-4 52.217-5

The following have been added by full text:

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEM (MAR 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor within 60 days after initial notice to proceed. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of clause)

The following have been deleted:

52.217-6

(End of Summary of Changes)

Amendment No. 0002

IFB W912BU-19-B-0021

14. DESCRIPTION OF AMENDMENT (continued)

a. REQUESTS FOR INFORMATION (RFI) WITH RESPONSES: RFI’s with responses, annotated Amendment No. 0002, are attached to this amendment.

b. SECTION 00 10 00 – BIDDING SCHEDULE: Please delete this section in its entirety, and insert the revised Bidding Schedule, annotated Amendment No.

0002, attached hereto.

c. TECHNICAL SPECIFICATIONS:

(1) Section 01 30 00 – ADMINISTRATIVE REQUIREMENTS: Please delete page 01 30 00-1 in its entirety, and insert new page 01 33 00-1, annotated Amendment No. 0002, attached hereto.

(2) Section 35 20 23 – DREDGING: Please delete page 35 20 23-16 in its entirety, and insert new page 35 20 23-16, annotated Amendment No.

0002, attached hereto.

d. Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0002. Failure to acknowledge all amendments may be cause for rejection of the Bidder.

This page was intentionally left blank for duplex printing.

Request For Information Page 1

Request For Information Page 2

00 10 00-3

BIDDING SCHEDULE

(To be attached to SF 1442)

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount______

BASE BID:

1. Mobilization & Demobilization 1 JOB L.S. $___________

2. Mobilization & Demobilization Between Marcus Hook, Deepwater Point, and New Castle Island Ranges (Dredge Movement and Pipeline Relocation) 2 EA $_______ $___________

3. Removal & Satisfactory Disposal of Material in Delaware River 2,500,000 CY $_______ $___________

TOTAL ESTIMATED BASE BID AMOUNT $_______________

OPTION 1:

4. Mobilization & Demobilization to Wilmington Harbor, Christina River (Dredge Movement and Pipeline Relocation) 1 JOB L.S. $___________

5. Removal & Satisfactory Disposal of Material in Wilmington Harbor, Christina River 170,000 CY $_______ $___________

TOTAL ESTIMATED OPTION 1 AMOUNT $_______________

OPTION 2:

6. Mobilization & Demobilization to Bellevue/Cherry Island Range (Dredge Movement and Pipeline Relocation) 1 JOB L.S. $___________

7. Removal & Satisfactory Disposal of Material in Bellevue/Cherry Island Range 200,000 CY $_______ $___________

TOTAL ESTIMATED OPTION 2 AMOUNT $_______________

OPTION 3:

8. Mobilization & Demobilization 1 JOB L.S. $___________

9. Mechanical Dredge with Operating Personnel and Attendant Plant 20 DAY $_______ $___________

10. Obstruction Disposal 10 EA $_______ $___________

11. Diving Services 5 EA $_______ $___________

TOTAL ESTIMATED OPTION 3 AMOUNT $_______________

TOTAL ESTIMATED BASE BID AND ALL OPTIONS AMOUNT $_____________________

NOTE: Bidders must bid on all items.

This page was intentionally left blank for duplex printing.

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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 385-1-1 (2014) Safety and Health Requirements Manual

EM 1110-2-1003 (2013) Hydrographic Surveying Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 88 Pilot Rules

1.2 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 Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Evidence Of Insurance

SD-11 Closeout Submittals

Certified Labor Payrolls

1.3 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

In addition to FAR 52.211-10 of Section 00 70 00 CONTRACT CLAUSES:

a. The Contractor shall:

(1) commence mobilization of floating plant, pipe, etc., under this contract within 15 calendar days after the date of receipt by him of notice to proceed, and

(2) complete the base bid work for use not later than 120 calendar days after the date the Contractor receives the notice to proceed.

b. The Contracting Officer has the right to exercise Option 1 within 60 calendar days after the date the Contractor receives the notice to proceed for the Base Bid work. The contract will be extended by 20 calendar days if Option 1 is awarded.

Section 01 30 00 Page 1

c. The Contracting Officer has the right to exercise Option 2 within 60 calendar days after the date the Contractor receives the notice to proceed for the Base Bid work. The contract will be extended by 30 calendar days if Option 2 is awarded.

d. The Contracting Officer has the right to exercise Option 3 within 60 calendar days after the date the Contractor receives the notice to proceed for the Base Bid work. The contract will not be extended if Option 3 is awarded.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000)

The liquidated damages amount for FAR 52.211-12 in Section 00 70 00 CONTRACT CLAUSES, is $2,718.41.

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.5.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.5.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.5.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work

Section 01 30 00 Page 2 feet outside the North Channel edge, north turning basin edges, and entrance widening (flare), when required dredging depths exist inside the channel and basin, along the perimeter of the north edge.

For Option 2, if awarded, dredging shall be performed to a point 25 feet outside the channel edges where shoaling occurs along the channel edge within the authorized contract limits (as determined by before-dredging surveys), unless otherwise determined or directed by the Contracting Officer.

See drawings for typical sections.

3.4.3 Excessive Dredging

Material taken from beyond the limits specified in the Paragraphs titled:

"Overdepth" and "Side and End Slopes", will be deducted from the total amount dredged as excessive dredging for which payment will not be made.

Nothing herein shall be construed to prevent payment for the removal of shoals performed in accordance with the applicable requirements of the Contract Clause "FINAL EXAMINATION AND ACCEPTANCE" and Section 01 30 00 ADMINISTRATIVE REQUIREMENTS, paragraph titled "SHOALING".

3.5 ESTIMATED QUANTITIES

The total estimated quantity of material necessary to be removed within the specified limits as shown on the drawings, including allowable overdepth and areas outside the channel and anchorage limits as previously specified, is as follows for each of the potential work assignment areas:

BASE BID: Available Total Required to Overdepth Available Work Assignment Station to Station 46 ft (CY) (1 ft)(CY) (CY)

Marcus Hook 117+000 to 129+000 650,000 150,000 800,000

Deepwater Point 187+000 to 200+000 800,000 200,000 1,000,000

New Castle 225+000 to 237+500 575,000 125,000 700,000

TOTAL BASE BID 2,025,000 475,000 2,500,000

OPTION 1 Available Total Required to Overdepth Available Area of Work Station to Station 38 ft (CY) (1 ft)(CY) (CY)

Wilmington Harbor, Christiana River 3+600 to 6+236 120,000 50,000 170,000

OPTION 2 Available Total Required to Overdepth Available Area of Work Station to Station 46 ft (CY) (1 ft)(CY) (CY)

Bellevue/Cherry Island Range 158+000 to 172+500 150,000 50,000 200,000

All depths specified for dredging are referenced to mean lower low water

(MLLW).

Section 35 20 23 Page 15

3.6 LIMIT OF DREDGING

The areas to be dredged are the channel within the acceptance sections specified below and depicted in Appendix C50, as defined by the dredging prism specified in paragraphs titled: "OVERDEPTH, SIDE SLOPES AND EXCESSIVE DREDGING" and "MEASUREMENT AND PAYMENT".

3.6.1 Acceptance Sections:

For the purpose of acceptance, the dredging shall be divided into the following sections:

A maximum length of channel of 3,000 feet, and a maximum of one-half channel width plus 25 feet outside the channel edge as specified in paragraph titled: "Side and End Slopes", as set out in the work assignment and in accordance with the arrangement shown in Appendix C50.

3.6.2 Completion of Acceptance Sections

Clear each acceptance section in its entirety to the required depth prior to acceptance of the work by the Government. If after-dredging surveys of a portion of an acceptance section indicate dredging is required, and it was indicated by the before-dredging surveys, remove required material found to be remaining above the required depth, unless such dredging is waived by the Contracting Officer. Material removed as a result of redredging, within the dredging contour, will be paid for at the contract unit price and quantity as determined by the difference between initial before-dredging survey and the final after-dredging survey. If after-dredging surveys of a portion of an acceptance section indicate dredging is required, and it was not indicated by the before-dredging surveys, remove such material to the required depth, unless waived by the Contracting Officer. The Contractor will be paid for such work at the contract unit price and any additional quantity calculation will be made based on the after-dredging surveys, provided the material is not determined by the Contracting Officer to be misplaced material.

3.7 DREDGE AND ATTENDANT PLANT FOR GOVERNMENT CONTROL

Provide the following dredge, attendant plant, and personnel:

a. Mechanical Dredge and attendant plant: having a dig depth of a minimum of 50 feet, a minimum 50 ton lift for partially embedded objects, and the capacity for temporarily containing and transporting simultaneously, all of the objects shown on the attached schedule.

b. Tug Boat/Tender: sufficient to transport the dredge and loaded attendant plant.

c. Dive Team: experienced team meeting the requirements of Section 01 35 50 DIVING SERVICES, and EM 385-1-1, capable of performing dive inspections and preparing a rigging plan.

3.7.1 General

The dredge and attendant plant will be used to remove various obstructions in the Delaware River Channel, as shown on the schedule attached to this section. Provide sufficient dredge, attendant plant, and personnel to work dawn to dusk per day, five days per week as directed by the Contracting Officer. The dredge plant and attendant plant shall be in satisfactory

Section 35 20 23 Page 16