B3_-Amend-0001_W9126G-16-B-0018.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

PROJECT - GIWW, Texas, Channel to Victoria, Pipeline Dredging in Calhoun County, Texas.

See Attach

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY

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 W9126G-16-B-0018

X 9B. DATED (SEE ITEM 11)

22-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 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

04-May-2016

CODE

US ARMY CORPS OF ENGINEERS FORT WORTH

2000 FORT POINT ROAD

GALVESTON TX 77550-1229

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

M3ODXMAN

Text Box

A0001-2

W9126G-16-B-0018

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G-16-B-0018, Chanel To Victoria, Texas, Victoria Barge Canal, Pipeline Dredging, are hereby amended as follows:

Specifications:

(1) SECTION 00 11 00.00 45 BID SCHEDULE – The enclosed SECTION 00 11 00.00 45 BID SCHEDULE, supersedes that issued with this Solicitation.

(2) SECTION 00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD– The enclosed SECTION 00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD, supersedes that issued with this Solicitation.

(3) SECTION 35 20 23.16 45 PIPELINE DREDGING - APPENDIX 1 - QUANTITY

SUMMARY TABLE – The enclosed SECTION 35 20 23.16 45 PIPELINE DREDGING – APPENDIX 1 - QUANTITY SUMMARY TABLE, supersedes that issued with this Solicitation.

Drawings:

(1) DRAWINGS NO. 1 THROUGH 8, 9 THROUGH 14, 42 AND 43 - Drawings no. 1 through 8, 9 through 14, 42 and 43 supersedes that issued with this Solicitation.

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

4 Encls:

(1) SECTION 00 11 00.00 45 BID SCHEDULE

(2) SECTION 00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD

(3) SECTION 35 20 23.16 45 PIPELINE DREDGING – APPENDIX 1 – QUANTITY

SUMMARY TABLE

(4) DRAWINGS NO. 1 THROUGH 8, 9 THROUGH 14, 42 AND 43

SWG FILE NO.:IWW 1150-1123 SOLICITATION NO.: W9126G-16-B-0018

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 11 00.00 45

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

1.1.2 Option No. 1

1.2 MODIFICATIONS (CESWG)

1.3 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-16-B-0018)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0001

PART 1 GENERAL

1.1 BID SCHEDULE

BID SCHEDULE

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.1 Schedule No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

SCHEDULE NO. 1

0001 Mobilization and Demobilization

1 JOB SUM $___________

0002 Pipeline Management 1 JOB SUM $___________

0003 Dredging Sections 1 - 16 1,307,000 C.Y. $_________ $___________

TOTAL SCHEDULE NO. 1 $___________

NOTE: Completion time stated in SECTION 00 73 00.01 45 is for SCHEDULE NO.

1 work.

DOCUMENT 00 11 00.00 45 Page 2

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.2 Option No. 1

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 1

0004 Pipeline Management 1 JOB SUM $___________

0005 Dredging Sections 17 - 21 418,000 C.Y. $____________ $___________

TOTAL OPTION NO. 1 $___________

TOTAL SCHEDULE NO. 1 AND OPTION NO. 1 $___________

NOTE: The Government may exercise Option No. 1 by written notice to the Contractor prior to completion of all authorized work. Award of Option No. 1 is contingent upon availability of funds. An additional time of 55 calendar days will be added to this contract for completion of Option No. 1.

DOCUMENT 00 11 00.00 45 Page 3

BID SCHEDULE (CONT'D)

(TO BE ATTACHED TO STANDARD FORM 1442)

1.2 MODIFICATIONS (CESWG)

If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment of each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

1.3 EVALUATION OF OPTIONS (July 1990) (FAR 52.217-5)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

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DOCUMENT 00 11 00.00 45 Page 4

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00.01 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (FAR

52.211-10)

1.2 PHYSICAL DATA (APR 1984) (FAR 52.236-4)

1.3 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000) (FAR 52.211-12)

1.4 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

1.5 OBSTRUCTION OF NAVIGABLE WATERWAYS (DEC 1991)(DFARS 252.236-7002)

1.6 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(CESWG)

1.7 (SCR-S-102) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April 2011)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

DOCUMENT 00 73 00.01 45 Page 1

SECTION 00 73 00.01 45

SPECIAL CONTRACT REQUIREMENTS, STANDARD

AMENDMENT NO. 0001

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) (FAR

52.211-10)

The Contractor shall be required to:

(a) Commence work under this contract within 10 calendar days after the date of acknowledgement of Notice to Proceed

(b) Prosecute the work diligently, and

(c) Complete the entire work ready for use not later than (AM#1)135 calendar days after date of acknowledgment of Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

1.2 PHYSICAL DATA (APR 1984) (FAR 52.236-4)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys.

(b) Weather Conditions. Under ordinary conditions, the mean tidal range is about 1.0 foot. The height of tide is largely dependent on the force, direction, and duration of the wind. Strong northerly winds may depress the water surface as much as, and in some instances more than 1.0 foot below Mean Low Low Water Tide (MLLW), while southerly winds may raise the water surface as much as, and in some instances more than 3.0 feet above MLLW.

(c) Transportation Facilities. The immediate vicinity is served by railroad, highway, and shallow draft channels. The proposed site is accessible by water via the Gulf Intracoastal Waterway. Highway connections are available at the Channel to Victoria Turning Basin and at the Channel to Seadrift Turning Basin.

(d) Condition of Channel. The general shape of the existing section of channel to be dredged is shown by cross sections on the Contract drawings.

(e) Channel Traffic. Channel traffic consists of small boats of various sizes, fishing vessels, ferries, tugs, tows consisting of a tug and one or more barges. Traffic will interfere with dredging operations to some extent.

1.3 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000) (FAR 52.211-12)

(a) If the Contractor fails to complete the work within the time

DOCUMENT 00 73 00.01 45 Page 2 specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1,786.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

1.4 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

Not withstanding the Limitation in Subcontracting Clause FAR 52.219-14, NAICS code 237990 - Dredging: To be considered small for purposes of Government procurement, a firm must perform at least 40 percent of the volume dredged with its own equipment or equipment owned by another small dredging concern. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

1.5 OBSTRUCTION OF NAVIGABLE WATERWAYS (DEC 1991)(DFARS 252.236-7002)

(a) The Contractor shall

(1) Promptly recover and remove material, plant, machinery, or appliance which the Contractor loses, dumps, throws overboard, sinks, or misplaces and which, in the opinion of the Contracting Officer, may be dangerous to or obstruct navigation;

(2) Give immediate notice, with description and locations of such obstructions, to the Contracting Officer; and

(3) When required by the Contracting Officer, mark or buoy such obstructions until the same are removed.

(b) The Contracting Officer may

(1) Remove the obstructions by contract or otherwise should the Contractor refuse, neglect or delay compliance with paragraph (a) of this clause; and

(2) Deduct the cost of removal from any monies due or to become due the Contractor, or

(3) Recover the cost of removal under the Contractor's bond.

(c) The Contractor's liability for the removal of a vessel wrecked or sunk without fault or negligence shall be limited to that provided in Sections 15, 19, and 20 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 410, et seq).

1.6 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(CESWG)

(a) This special contract requirement does not apply to terminations. See 52.249-5000, Basis for Settlement of Proposals, and FAR Part 49.

(b) Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each

DOCUMENT 00 73 00.01 45 Page 3 piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the con-tractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region VI. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

(d) When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

NOTE: A copy of EP 1110-1-8, "CONSTRUCTION EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE," is available at the following website:

http://www.publications.usace.army.mil/USACEPublications/ EngineerPamphlets.aspx?udt_43545_param_page=12.

1.7 (SCR-S-102) CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR

PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April 2011)

The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE

WITH DAVIS-BACON AND RELATED ACT REGULATIONS.

If the contractor elects to use an electronic Davis-Bacon payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with Davis-Bacon and related Act regulations. When the contractor uses an electronic Davis-Bacon payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic Davis-Bacon payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required

DOCUMENT 00 73 00.01 45 Page 4 http://www.publications.usace.army.mil/USACEPublications/EngineerPamphlets.aspx?udt_43545_param_page=11 to comply with the Davis-Bacon and related Act regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria: commercially available; compliant with appropriate Davis Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract; capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://rms.usace.army.mil/) for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's Resident Management System (RMS); demonstrated security of data and data entry rights; ability to produce contractor-certified electronic versions of weekly payroll data;

ability to identify erroneous entries and track the data/time of all versions of the certified Davis Bacon payrolls submitted to the government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic Davis-Bacon payroll processing system shall be provided to the Government during contract closeout.

All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services shall not be a separately bid/proposed or reimbursed item under this contract.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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DOCUMENT 00 73 00.01 45 Page 5

SWG FILE NO.:IWW 1150-1123 SOLICITATION NO.:W9126G-16-B-0018

Side Slope

Required Depth

(CY)

Allowable Overdepth

(CY)

Total Estimated

(CY)

1 -0+32.00 (W) 42+56.00 (W) 4,288 Varies 16 2 1V:5H 53,000 30,000 83,000 PA No. 1

2 -0+32.00 (E) 42+56.00 (E) 4,288 Varies 16 2 1V:5H 29,000 32,000 61,000 PA No. 1

3 200+00.00 250+00.00 5,000 125 16 2 1V:5H 51,000 46,000 97,000 PA No. 1

4 250+00.00 300+00.00 5,000 125 16 2 1V:5H 47,000 46,000 93,000 PA No. 1

5 300+00.00 350+00.00 5,000 125 16 2 1V:5H 55,000 46,000 101,000 PA No. 1

6 350+00.00 400+00.00 5,000 125 16 2 1V:5H 64,000 46,000 110,000 PA No. 2

7 400+00.00 450+00.00 5,000 125 16 2 1V:5H 63,000 46,000 109,000 PA No. 2

8 450+00.00 500+00.00 5,000 125 16 2 1V:3H 25,000 44,000 69,000 PA No. 2

9 500+00.00 550+00.00 5,000 125 16 2 1V:3H 38,000 45,000 83,000 PA No. 2

10 550+00.00 600+00.00 5,000 125 16 2 1V:3H 43,000 45,000 88,000 PA No. 2

11 600+00.00 650+00.00 5,000 125 16 2 1V:3H 30,000 41,000 71,000 PA No. 3

12 650+00.00 700+00.00 5,000 125 16 1 1V:3H 72,000 24,000 96,000 PA No. 3

13 700+00.00 750+00.00 5,000 125 16 1 1V:3H 45,000 23,000 68,000 PA No. 3

14 750+00.00 800+00.00 5,000 125 16 1 1V:3H 47,000 20,000 67,000 PA No. 3

15 800+00.00 850+00.00 5,000 125 16 1 1V:3H 39,000 19,000 58,000 PA No. 3

16 850+00.00 900+00.00 5,000 125 16 1 1V:3H 34,000 19,000 53,000 PA No. 3

78,576 735,000 572,000 1,307,000

17 1350+00.00 1400+00.00 5,000 125 16 2 1V:3H 62,000 21,000 83,000 PA No. 9A

18 1400+00.00 1450+00.00 5,000 125 16 1 1V:3H 75,000 22,000 97,000 PA No. 9A

19 1450+00.00 1500+00.00 5,000 125 16 1 1V:3H 67,000 20,000 87,000 PA No. 9A

20 1500+00.00 1550+00.00 5,000 125 16 1 1V:3H 61,000 18,000 79,000 PA No. 10 /

21 1550+00.00 1600+00.00 5,000 125 16 1 1V:3H 53,000 19,000 72,000 PA No. 10 /

25,000 318,000 100,000 418,000

103,576 1,053,000 672,000 1,725,000

TOTAL OPTION NO. 1

APPENDIX 1 - QUANTITY SUMMARY TABLE

CHANNEL DIMENSIONS QUANTITIES

Placement Area

Distribution Section

No.

From

Station To

Station

Length of Station (Feet)

Width Project Depth

(MLLW)

Allowable Overdepth

Schedule No. 1 - CTV - Lower Reach & Middle Reach

TOTAL SCHEDULE NO. 1

Option No. 1 - CTV - Upper Reach

Includes anticipated shoaling.

Channel end slope is the same as the side slope at the end stations, as shown.

TOTAL SCHEDULE NO. 1 AND OPTION

NO. 1

The term “Required Depth” is synonymous with the term “Prescribed Depth” and “Required Dredging Prism” used elsewhere in the specifications.

Section 35 20 23.16 45 - APPENDIX 1 - QUANTITY SUMMARY TABLE - Page 1