AMEND-0004_W9126G-16-B-0019.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: FREEPORT HARBOR, TEXAS, ENTRANCE AND JETTY CHANNEL, IN BRAZORIA COUNTY, TEXAS - HOPPER DREDGING -

UNRESTRICTED PROCUREMENT - SEE THE ATTACHED PAGES

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-0019

X 9B. DATED (SEE ITEM 11)

02-May-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, 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

02-Jun-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

M3ODXMAN

Text Box

M3ODXMAN

Text Box X

W9126G-16-B-0019

A0004-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G-16-B-0019, Freeport Harbor, Texas, Brazoria County, Texas, Entrance and Jetty Channel, Texas, Hopper Dredging, are hereby amended as follows:

BID OPENING IS HEREBY EXTENDED FROM 6 JUNE 2016 AT 2:00 PM (CT) TO 9 JUNE 2016

AT 2:00 PM (CT).

a) Specifications.

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

(3) SECTION 35 20 23.22 45, HOPPER DREDGING FREEPORT, APPENDIX 1 - QUANTITY

SUMMARY TABLE – The enclosed SECTION 35 20 23.22 45, entitled HOPPER DREDGING FREEPORT, APPENDIX 1 - QUANTITY SUMMARY TABLE supersedes that issued with this Solicitation.

b) Drawings

(1) DRAWINGS NO. 2 AND 8 THROUGH 14 – The enclosed drawings no. 2 and 8 through 14 supersedes that issued with this Solicitation.

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

4 Encl:

1. SECTION 00 11 00.00 45 BID SCHEDULE

2. SECTION 00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD

3. SECTION 35 20 23.22 45, HOPPER DREDGING FREEPORT, APPENDIX 1 - QUANTITY

SUMMARY TABLE

4. DRAWINGS NO. 2 AND 8 THROUGH 14

SWG FILE NO.:BRAZ 501-443 SOLICITATION NO.:W9126G-16-B-0019

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

1.1.3 Option No. 2

1.1.4 Option No. 3

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. 0004 TO SOLICITATION NO. W9126G-16-B-0019)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0004

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 Freeport Hopper Dredging

1 JOB SUM $___________

0002 Dredging Freeport Entrance Channel Outer Bar

1,622,000

CY $___________$___________

0003 Dredging Freeport Jetty Channel

590,000

CY $_________ $___________

0004 Monitor Surveys 1 JOB SUM $___________

0005 Turtle Deflector Device and Endagered Species Observers

1 JOB SUM $_________

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

0006 Dredging Freeport Inner Harbor, Lower Turning Basin

252,000

CY $_________ $___________

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. Should Option No. 1 be exercised, an additional time of 21 calendar days will be added to this Contract for the completion of Option No. 1.

DOCUMENT 00 11 00.00 45 Page 3

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.3 Option No. 2

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 2

0007 Dredging Freeport Inner Harbor, Brazosport Turning Basin

53,000

CY $_________ $___________

TOTAL OPTION NO. 2 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1 AND 2 $___________

NOTE: The Government may exercise Options No. 2 by written notice to the Contractor prior to completion of all authorized work. Award of Option No.

2 is contingent upon availability of funds. Should Option No. 2 be exercised, an additional time of 7 calendar days will be added to this Contract for the completion of Option No. 2.

DOCUMENT 00 11 00.00 45 Page 4

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.4 Option No. 3

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 3

Mobilization and Demobilization Sea Turtle Trawling and Relocation, Freeport

1 JOB SUM $___________

Sea Turtle Trawling and Relocation, Freeport

30 DAY $_________ $___________

TOTAL OPTION NO. 3 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, AND 3 $___________

NOTE: The Government may excercise Options No. 3 by written notice to the Contractor prior to completion of all authorized work. Award of Option No.

3 is contingent upon availability of funds. Should Option No. 3 be excercised, no additional time will be added to this Contract for the completion of Option No. 3.

DOCUMENT 00 11 00.00 45 Page 5

(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).

-- End of Document --

DOCUMENT 00 11 00.00 45 Page 6

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 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(MAR 1995)

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. 0004

PART 1 GENERAL

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

52.211-10)

The Contractor will be required to:

(a) commence work under this Contract within 15(AM#1)30 calendar days after the date of acknowledgment of Notice to Proceed,

(b) prosecute the work diligently, and

(c) complete the work not later than 60(AM#4)75 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 site surveys.

(b) Weather Conditions. Under ordinary conditions, the mean tidal range is about 2 foot (feet). 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 foot(feet) below Mean Low Low Water (MLLW), while southerly winds may raise the water surface as much as, and in some instances more than 3 feet above MLLW.

(c) Transportation Facilities. The immediate vicinity is served by railroad, highway, and deep and shallow draft channels.

(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 specified in the contract, the Contractor shall pay liquidated damages

DOCUMENT 00 73 00.01 45 Page 2 to the Government in the amount of $$1,375.00 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 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(MAR 1995)

(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 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_

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Document --

DOCUMENT 00 73 00.01 45 Page 3

Side Slope

Required Depth

(CY)

Allowable Overdepth

(CY)

Total Estimated

(CY)

1 -200+00.00 -140+00.00 6,000 600 -48 3H:1V 2 13,000 111,000 124,000 1-A 2 -140+00.00 -80+00.00 6,000 600 -48 3H:1V 2 279,000 264,000 543,000 1-A 3 -80+00.00 0+00.00 8,000 600 -48 3H:1V 2 599,000 356,000 955,000 1-A

20,000 891,000 731,000 1,622,000

4 0+00.00 71+52.98 7,153 550-660 -46 3H:1V 2 287,000 303,000 590,000 1-A 7,153 287,000 303,000 590,000 1-A

27,153 1,178,000 1,034,000 2,212,000

5 71+52.98 126+00.00 5,447 400-750 -46 3H:1V 2 147,000 105,000 252,000 1-A 5,447 147,000 105,000 252,000

32,600 1,325,000 1,139,000 2,464,000

6 126+00.00 156+00.00 3,000 360-800 -46 3H:1V 2 18,000 35,000 53,000 1-A 3,000 18,000 35,000 53,000

35,600 1,343,000 1,174,000 2,517,000

TOTAL SCHEDULE 1 AND OPTION 1

TOTAL SCHEDULE 1 AND OPTION 1

AND OPTION 2

APPENDIX 1

QUANTITY SUMMARY TABLE BID SCHEDULE NO. 1

CHANNEL DIMENSIONS QUANTITIES

Placement

Area Distribution

Section No.

From Station

To Station

Length of Station (Feet)

Width Project Depth

Allowable Overdepth

Freeport Outer Bar- Schedule 1

TOTAL, OPTION 2

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

Includes anticipated shoaling.

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

Freeport Jetty Channel-Schedule 1

Freeport Inner Harbor, Lower Turning Basin - Option No. 1

Brazosport Turning Basin - Option No. 2

TOTAL SCHEDULE 1

TOTAL OPTION 1

Section 35 20 23.22 45 - Page A-1

SHEET

# of 14 TITLE

1 COVER SHEET

GENERAL

2 VICINITY MAP, INDEX OF DRAWINGS, ALIGNMENT TABLE, AND GENERAL

NOTES

3 LOCATION PLAN - FREEPORT HARBOR

4 PLAN - FREEPORT HARBOR - STA. 30+00 TO STA. 156+00

5 PLAN - FREEPORT HARBOR - STA. 30+00 TO STA. -110+00

6 PLAN - FREEPORT HARBOR - STA. -110+00 TO STA. -200+00

7 PLAN - FREEPORT HARBOR - ODMDS NO. 1-A

8 FREEPORT SHIP CHANNEL - CROSS SECTIONS -

STA. -200+00 TO STA. -60+00

9 FREEPORT SHIP CHANNEL - CROSS SECTIONS -

STA. -50+00 TO STA. 59+00

10 FREEPORT SHIP CHANNEL - CROSS SECTIONS -

STA. 60+00 TO STA. 84+00

11 FREEPORT SHIP CHANNEL - CROSS SECTIONS -

STA. 90+00 TO STA. 106+74.23

12 FREEPORT SHIP CHANNEL - CROSS SECTIONS -

STA. 108+91.59 TO STA. 118+00

13 FREEPORT SHIP CHANNEL - CROSS SECTIONS -

STA. 120+00 TO STA. 150+00

14 FREEPORT SHIP CHANNEL - CROSS SECTIONS -

STA. 156+00

14 -- Total Number of Drawings

INDEX OF DRAWINGS

CURVE NO. POINT STATION NORTHING EASTING RADIUS LENGTH DELTA DIRECTION

HORIZONTAL DATUM: TEXAS SOUTH-CENTRAL ZONE, NAD83, U.S. SURVEY FEET

FREEPORT HARBOR

POB ######## 13,519,112.760 3,176,141.220

P.C. 58+39.72 13,544,804.340 3,151,081.010

1 P.I. 66+96.56 13,545,417.710 3,150,482.710 1,671.03 1,583.50 54°17'39.87" Left

CC 13,543,637.530 3,149,884.800

P.T. 74+23.21 13,545,289.850 3,149,635.450 P.C. 106+74.23 13,544,804.740 3,146,420.830

2 P.I. 117+84.41 13,544,639.080 3,145,323.080 1,909.86 2,011.26 60°20'16.03" Left

CC 13,542,916.260 3,146,705.820

P.T. 126+85.49 13,543,603.200 3,144,923.780 P.C. 132+66.62 13,543,060.960 3,144,714.750

3 P.I. 137+52.68 13,542,607.430 3,144,539.930 2,602.08 961.03 21°09'40.00" Right

CC 13,543,996.870 3,142,286.820

PCC 142+27.65 13,542,247.600 3,144,213.180

4 P.I. 361+87.17 13,525,990.620 3,129,450.700 1,452.14 4,370.26 172°25'59.88" Right

CC 13,543,223.810 3,143,138.130

P.T. 185+97.91 13,544,049.970 3,141,943.900

CHANNEL ALIGNMENT DATA