W91278-16-B-0002-00001_Amendment_Solicitation.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 subject solicitation for: IDIQ CONTRACT FOR RENTAL OF A 20-24 INCH CUTTERHEAD PIPELINE DREDGE FOR DREDGING IN ALABAMA, MISSISSIPPI AND FLORIDA

Is modified in the follow ing: REFER TO THE ENCLOSED ADDED AND REVISED BIDDING SCHEDULE/STATEMENT OF WORK FOR AMENDMENT N0. 0001

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 06-May-2016

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 W91278-16-B-0002

X 9B. DATED (SEE ITEM 11)

15-Apr-2016

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 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

06-May-2016

CODE

A-E & CONSTRUCTION BRANCH

PO BOX 2288

109 ST. JOSEPH STREET

MOBILE AL 36628-0001

K5P0A00 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

IDIQ Contract for Rental of 20-24 Inch Cutterhead Pipeline Dredge for Dredging in Alabama

W91278-16-0002-0001

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PART I - REVISIONS MADE BY ADDED AND/OR REPLACEMENT PARAGRAPHS/PAGES/SECTIONS

The items listed below are to be replaced by the corresponding added and/or revised paragraphs/pages or sections. Added and/or revised paragraphs/pages or sections are indicated by a note in bottom right hand corner of each paragraph or page. Added sections are hereby made a part of the contract and are to be inserted in the specification in the proper numerical/alphabetical sequence.

Within the specifications, deletions from the specifications are indicated by strikethrough, e.g.: deletions are marked with strikethrough and additions to the specifications including revisions/substitutions are indicated in bold, italic and underlined, e.g.: additions are indicated thus.

Corresponding Added or Revised Paragraph SECTION Page, and/or Section

Table of Contents Revised as indicated herein.

Explanation of Bid Items Revised as indicated herein.

BIDDING SCHEDULE

00 00 10 Bidding Schedule, page 00010-6; add Note 10

STATEMENT OF WORK – DESCRIPTION/SPECIFICATIONS

01 00 00

01 00 00

01 00 00

01 00 00

01 00 00

Revised paragraph 1.1, page 01 00 00-2

Revised paragraph 23, page 01 00 00-35

Revised chart paragraph 2.1.1, page 01 00 00-4

Revised paragraph 2.1, page 01 00 00-3

Revised paragraph 23 , page 01 00 00 00-33

IDIQ Contract for Rental of 20 - 24 inch Cutterhead W91278-16-B-0002-0001 Pipeline Dredge for Dredging in Alabama, Mississippi and Florida

00010 - 6

8. For Bid Item No. 10, MISSISSIPPI STATE TAX, the Government will reimburse the Contractor for the actual taxes collected by the State of Mississippi for work performed under this contract. Also, the State of Mississippi will enforce an equipment tax on equipment new to the State of Mississippi. This equipment tax will not be reimbursed by the Government.

9. The dividing line between the coastal and inland navigation projects is the Cochrane-Africatown Bridge, Mobile, Alabama.

10. For Bid Item No. 7b, Mobilization & Demobilization - Booster Pump, Coastal Projects; the mobilization point will be to/from Bayou La Batre, AL.

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IDIQ Contract for Rental of 20-24 inch W91278-16-B-0002-0001 in Alabama, Mississippi and Florida

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STATEMENT OF WORK – DESCRIPTION/SPECIFICATIONS

1. SCOPE OF WORK:

1.1. DREDGING: The work to be performed under this contract consists of dredging at various locations within the Mobile District. These sites include deep and shallow draft projects and the Gulf Intracoastal Waterway as well as coastal restoration projects, beach nourishment projects and any other project requiring the use of a dredge in Alabama, Mississippi, and Florida. The scope of this contract also provides for any other sizes and/or type of dredge other than those specifically called for in the specifications. The scope also includes supplying dredge related supplies and equipment such as tugs, barges, cranes, geotextile tubes, sheetpile, land-based heavy equipment for disposal operations, and other marine equipment associated with channels and coastal restoration projects.

Additional dredges and oOther marine equipment or materials such as geotextile tubes, sheetpile, additional hand labor crews, etc., that are not specifically called for within these specifications will be negotiated with the individual task order. The Contracting Officer may elect to negotiate cubic yard task orders for some projects in lieu of the standard dredge rental rate.

1.1.1 WORK FOR OTHERS: The work to be performed under this contract also consists of dredging for state ports in Alabama, Mississippi and Florida as well as other non federal entities. Material from these projects ranges from coarse sands to fine silt as well as heavy debris. The contractor can expect greater than normal debris such as steel wire, cable, driftwood and other industrial type products near the docks, piers and other structures located in the dredging template. The contractor will also be expected to dredge closer than normal to private docks, piers and other structures.

All costs associated with work for others shall be included in the bid item DREDGING 100% Pay Time Work for Others.

1.2. DREDGE PLANT: The work to be performed under this contract consists of furnishing a hydraulic cutterhead pipeline dredge with pump discharge of not less than 20-inch diameter or more than 24-inch diameter. The dredge will be complete with all necessary materials, supplies, (including fuel, power, and water) labor, and transportation for maintenance dredging operations as specified in the above paragraph. More specific dredge and attendant plant requirements are discussed below.

1.3. DREDGED MATERIAL DISPOSAL: All removed materials will be placed in approved disposal areas as directed by the Contracting Officer or his Authorized Representative and as discussed in these specifications.

1.4. GENERAL: All work, material and services not expressly called for in these specifications which may be necessary for complete and proper operations to carry out the contract in good faith shall be performed, furnished and installed by the Contractor at no increase in cost to the Government. The Contracting Officer or his Authorized Representative may at any time require the Contractor to relocate to a different dredging

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01 00 00 - 3 site should shoaling rates, or other circumstances so dictate. The Government reserves the right to contract additional dredges to perform dredging work on the same projects and geographical area.

2. DREDGE AND ATTENDANT PLANT REQUIREMENTS:

2.1. DREDGE REQUIREMENTS: The dredge offered shall be capable of continuous operation with a minimum horsepower rate as shown below. which includes the correlating connected horsepower applied on the main pump. The dredge shall be of sufficient size and with ladder of an appropriate length and construction to work efficiently and safely in a cut with a minimum bottom width of 200 feet and depths of 8 feet minimum. Dredges with pump discharges greater than 24” inside diameter, may bid this schedule; however, no additional credit will be given for the large pump or greater horsepower. For the requested dredge size, most of the work that is anticipated to be performed under this contract is considered a “walking job” for the requested dredge size, therefore, additional pump size and/or horsepower does not justify a competitive advantage in the number of hours in the bid schedule. The Contractor shall have available for use at all times a variety of serviceable interchangeable pump impellers (2 minimum), a spare pump case, and a spare serviceable cutter to permit the dredge to operate efficiently under varying conditions described in paragraph entitled, "PHYSICAL DATA". The dredge shall be capable of dredging upstream as well as downstream and will so operate as directed by the Contracting Officer. The dredge shall be capable of dredging the full bottom dimension of up to 200 feet, plus minimal over-swinging through one swing (cut) of the cutterhead from a given set of the dredge subject to a velocity of less than 2 feet per second given normal conditions. The cut coverage shall be accomplished in one set of the dredge and at or before the dredge reaches its normal set-ahead dredge spud positioning. That cut coverage is expected to be made while at the dredge’s maximum walking speed. The swing of the cutterhead will be accomplished through the use of conventional dredge swing anchors or previously placed deadmen.

The dredge shall be equipped with an electronic positioning system and include the equipment which will record such data.

2.2. DREDGE MINIMUM HORSEPOWER REQUIREMENTS: Dredge Minimum

Horsepower - In using the following table, only one (1) main dredge pump on board the dredge shall be used. The horsepower of auxiliary dredge pumps shall not be considered.

Horsepower is equal to the correlating connected brake horsepower applied to the dredge pump. Those dredges which have less horsepower or have less discharge diameter than the minimum shown below for the size dredge bid will be considered non-responsive.

Discharge main pump(s) *2100 H.P. (min) 20-inch Discharge main pump(s) *2400 H.P. (min) 22-inch Discharge main pump(s) *2400 H.P. (min) 24-inch

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Contracting Officer shall approve the standby location in writing. During the standby period the Contractor will light, secure and maintain the plant until it returns to operation or is demobilized. When in a standby status, the booster will not be moved from the approved location of standby unless approved by the Contracting Officer. In the event of two consecutive booster pump assignments, the Contracting Officer may elect to assign the dredge to a non-booster pump assignment, to allow the Contractor sufficient time to set up the booster pump and pipeline for the second assignment. If such a strategy were implemented, the time during the interim (non-booster) assignment will not be covered under the Booster Pump Stand-By-Time.

23. TASK ORDER PROCEDURES: Task orders will be issued continuously. Upon completion of continuous task orders, the Government will release the dredge to the Contractor. However, after the dredge has been released, additional task orders may be issued during the contract period if the Contractor makes the dredge available for the additional work. Task orders will be issued for all dredging work to be performed under this IDIQ contract. Individual Requests For Proposals (RFP) detailing the scope of work of the task will serve as the basis for his review. The Bidding Schedule will serve as the basis for establishing the value of the work to be performed on a unit price basis. The contractor will then prepare his proposal for accomplishing the work based on the Bidding Schedule. Upon receipt of the Contractor’s proposal, the Government will review the proposal and negotiate the task order. A task order will then be issued by the Contracting Officer utilizing a DD Form 1155 Standard Form 30 (SF 30) which will include the following items:

1. Date of Task Order

2. Contract Number and Task Order Number

3. Item Number and description, quantity and unit prices for pre-priced items, Task Order price and total.

4. The time period the Contractor shall begin and complete performance.

5. Accounting and appropriation data

6. Any other pertinent data

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IDIQ Contract for Rental of 20 - 24 inch W91278-16-B-0002-0001 in Alabama, Mississippi and Florida

01 00 00-3

2. DREDGE AND ATTENDANT PLANT REQUIREMENTS:

2.1. DREDGE REQUIREMENTS: The dredge shall be of sufficient size and construction to work efficiently in areas that require a continuous swing width of 200 feet and positioning of the hull in areas where depths may be as shallow as 8 feet. At all times during the contract period, the Contractor shall have with the dredge a variety of serviceable interchangeable pump impellers to include no less than one 3-vane and one 4-vane, a spare pump case, and a spare serviceable cutterhead to permit the dredge to operate efficiently under varying conditions described in Paragraph 15, entitled PHYSICAL DATA, of SECTION 010000. The dredge shall be capable of dredging upstream as well as downstream and will operate as directed by the Contracting Officer. The dredge shall be capable of dredging the full bottom dimension of 200 feet plus minimal over-swinging through one continuous swing of the cutterhead from a given set of the dredge. The swing of the cutterhead will be accomplished through the use of conventional dredge swing anchors. The dredge shall be equipped with an automated global positioning system (GPS) and associated equipment required to record and store such data. The dredge shall also be equipped with a gyrocompass of such size that dredging can be conducted using compass bearings whenever conditions exist that prevent use of the GPS (e.g., inclement weather, fog, GPS equipment failure, etc.). Whenever dredging operations are being conducted with the gyrocompass (i.e., without GPS), there will be displayed in the lever room a chart displaying the width of swing (feet) to angle of swing (degrees). Dredging operations conducted solely with the gyrocompass (i.e., without GPS) will only be allowed with approval of the Contracting Officer’s Representative. The Contractor shall also furnish a 24-hour digital clock with lighted numerals in the lever room.

2.1.1. DREDGE MINIMUM HORSEPOWER: Those dredges which have less horsepower or have less discharge diameter than the minimum shown below for the size of dredge to be bid will be considered non-responsive. The horsepower of auxiliary dredge pumps shall not be considered. Minimum horsepower as listed below is equal to the brake horsepower applied to the dredge pump impeller.

20-inch Discharge main pump(s) *2100 H.P. (min) 22-inch Discharge main pump(s) *2400 H.P. (min) 24-inch Discharge main pump(s) *2400 H.P. (min)

* Minimum horsepower requirements are listed here. Dredge pumps placed in service must operate at their full and reasonable capacities.

For the purpose of bidding and evaluating bids, it will be considered the dredge will be used for the number of hours (100% Pay Time) given in the following table. However, this is not to be construed by the Contractor that the Government guarantees that the dredge will be used for this number of hours. The number of hours shown in the TABLE is estimated. The actual hours may be more or less than what is shown.

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100% Hours Dredge Size BWT ALA TTWW

20 inch Basic Dredge 3200

0 2900

22 inch Basic Dredge 2645

0 2397

24 inch Basic Dredge 2222

0 2014

2.2. ATTENDANT PLANT: NOTE: All locks on both the BWT and TTWW systems have lock chambers of 110 feet wide by 600 feet long. The Contractor shall configure his tow and equipment to transit these structures.

2.2.1. The Contractor shall supply an attendant plant which includes a booster pump (an option item that may be called out), fuel barge, derrick barge, crane barge, equipment barge, and other plant components as required for effective operation of the dredge, regardless of whether those specific components are listed herein.

2.2.2. The Contractor shall have available at all times during the duration of work a minimum amount of 15,000 feet of dredge pipeline. The total length of available pipeline will consist of a combination of floating, submerged, and shore pipeline. The Contractor shall have at least 8,000 feet of floating pipeline and 5,000 feet of shore pipeline. The 15,000 feet of total pipe made available shall include at least 1,250 feet of pipeline that can be used as submerged pipe. The Contractor shall determine the specific types of pipe (e.g., float-hose, steel pipe with pontoons, plastic pipe, steel shore pipe, etc.) and corresponding lengths that they will provide to meet the above requirements. At the request of the contracting officer, additional pipeline may be requested. Reference Coastal Section 010000 Par 2.3.2. for requirements on additional pipeline.

Pipeline shall be ready to be put to work, such that no visible holes, tears or defects affecting operation are present. Total pipeline requirements shall be available during the life of the contract. The Contractor shall also have with the dredge upon arrival, a sufficient number of floats/pontoons which will insure all floating lines, whether steel or plastic, will be subject to visual inspection for leaks at all times during the operation. The Contractor shall also furnish any equipment needed to establish efficient connections at the water’s edge, where floating pipe to shore pipe connections are established. The Contractor shall also furnish a Y-valve splitter for use with shore pipe in upland disposal areas. All pipelines, including fittings, shall be of the same diameter as the dredge discharge, as designed by the pump manufacturer.

2.2.3. The attendant plant shall include a minimum of two shallow draft dredge tenders, one 200 horsepower minimum and one 400 horsepower minimum, both of which shall be capable of performing all duties necessary to efficiently carry out dredging operations in normal currents and conditions. Both tenders shall be available at all times with at least one operator and one deckhand onboard to insure efficient and safe operations. If the dredge is not self-propelled, the attendant plant shall include one additional towing vessel, with sufficient horsepower (to be

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22.8 Stand By Time - Booster Pump: Stand-by-time will be paid at 20% of the 100% booster pump rate. When more economical and efficient, the Contracting Officer may elect to place the booster in a standby status in lieu of demobilization. The Contracting Officer shall approve the standby location in writing. During the standby period the Contractor will light, secure and maintain the plant until it returns to operation or is demobilized. When in a standby status, the booster will not be moved from the approved location of standby unless approved by the Contracting Officer. In the event of two consecutive booster pump assignments, the Contracting Officer may elect to assign the dredge to a non-booster pump assignment, to allow the Contractor sufficient time to set up the booster pump and pipeline for the second assignment.

If such a strategy were implemented, the time during the interim (non-booster) assignment will not be covered under the Booster Pump Stand-By-Time.

23. TASK ORDER PROCEDURES: Task orders will be issued for all dredging work to be performed under this IDIQ contract. Individual Requests for Proposals (RFP) detailing the scope of work of the task will be sent to the Contractor for his review. The Bidding Schedule will serve as the basis for establishing the value of the work to be performed on a unit price basis.

The Contractor will then prepare his proposal for accomplishing the work based on the Bidding Schedule. Upon receipt of the Contractor’s proposal, the Government will review the proposal and negotiate the task order. A task order will then be issued by the Contracting Officer utilizing a DD Form 1155 Standard Form 30 (SF 30) which will include the following items:

1. Date of Task Order

2. Contract Number and Task Order Number

3. Item Number and description, quantity and unit prices for pre-priced items, Task Order price and total.

4. The time period the Contractor shall begin and complete performance.

5. Accounting and appropriation data

6. Any other pertinent data

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