AMEND-0002_W9126G-17-B-0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers 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 your 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 APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE 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.

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable m3adekaj

W9126G-17-B-0002

A0002-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G-17-B-0002, Galveston Harbor and Houston Ship Channel, Texas, Galveston Entrance, Outer and Inner Bar Channels and Bolivar Roads to Redfish Reef in Galveston and Chambers Counties, Texas, Hopper Dredging, are hereby amended as follows:

NOTE: BID OPENING IS HEREBY RESCHEDULED TO TUESDAY, 31 JANUARY 2017, AT

2:00 PM (CDT) IN ROOM 175 OF THE JADWIN BUILDING.

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 01 22 00.10, MEASUREMENT AND PAYMENT – The enclosed SECTION 01 22 00.10, entitled MEASUREMENT AND PAYMENT, supersedes that issued with this Solicitation

(4) SECTION 35 20 23.12 45, HOPPER DREDGING, APPENDIX 1, QUANTITY SUMMARY

TABLE – The enclosed SECTION 35 20 23.12 45, HOPPER DREDGING, APPENDIX 1 - QUANTITY SUMMARY TABLE, supersedes that issued with this Solicitation.

b) Drawings.

(1) DRAWINGS NO. 2, 3, 5, AND 6 - The enclosed Drawings No. 2, 3, 5, and 6, supersedes that issued with this Solicitation.

(2) DRAWINGS NO. 29, 30, AND 31 - The enclosed Drawings No. 29, 30, and 31, are in addition to that issued with this Solicitation.

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

5 Encls:

1. SECTION 00 11 00.00 45, BID SCHEDULE

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

3. SECTION 01 22 00.10, MEASUREMENT AND PAYMENT

4. SECTION 35 20 23.12 45. HOPPER DREDGING, APPENDIX 1 - QUANTITY SUMMARY

TABLE

5. DRAWINGS NO. 2, 3, 5, 6, 29, 30, AND 31

SWG FILE NO.:GALV 301-408 SOLICITATION NO.:W9126G-17-B-0002

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

1.1.5 Option No. 4

1.1.6 Option No. 5

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. 0002 TO SOLICITATION NO. W9126G-17-B-0002)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0002

PART 1 GENERAL

1.1 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 Dredging - Galveston Entrance Channel and Outer Bar, Section Nos. 7, 8, and 9

682,000 C.Y.

0003 Dredging - Inner Bar Channel, Section Nos. 10, 11, and 12

899,000 C.Y. $_________ $______________

0004 Dredging - Houston Ship Channel, Bolivar Roads to Redfish Reef, Section Nos.

13, 14, 15, 16, 17, and 18

454,000 C.Y. $_________

0005 ODMDS No. 1 Monitor Surveys 1 JOB SUM $______________

DOCUMENT 00 11 00.00 45 Page 2

Item No. Description

Estimated Quantity Unit

Unit Price Estimated Amount

SCHEDULE NO. 1

0006 Sea Turtle Protection, Section Nos. 7, 8, 9, 10, 11, and

1 JOB SUM $______________

0007 Sea Turtle Protection, Section Nos. 13, 14, 15, 16, 17, 18

1 JOB SUM $______________

TOTAL SCHEDULE NO. 1 $______________

NOTE: Completion time stated in SECTION 00 73 00.01 45 SPECIAL CONTRACT REQUIREMENTS, STANDARD is for Schedule No. 1 work.

DOCUMENT 00 11 00.00 45 Page 3

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

0008 Dredging - Galveston Extended Entrance Channel, Section Nos. 1, 2, 3, and

601,000 C.Y. $_________ $______________

0009 Sea Turtle Protection, Section Nos. 1, 2, 3, and 4

1 JOB SUM $______________

TOTAL OPTION NO. 1 $______________

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

NOTE FOR OPTION NO. 1: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. Award of this Option is contingent upon availability of funds. An additional time of 21 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 4

(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

0010 Dredging Galveston Entrance Channel, Section Nos. 5 and 6

861,000 C.Y. $_________ $______________

0011 Sea Turtle Protection, Section Nos. 5 and 6

1 JOB SUM $______________

TOTAL OPTION NO. 2 $______________

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

NOTE FOR OPTION NO. 2: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. Award of this Option is contingent upon availability of funds. An additional time of 29 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 5

(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

0012 Mobilization and Demobilization - Sea Turtle Trawling and Relocation

1 JOB SUM $______________

0013 Sea Turtle Trawling and Relocation

30 DAY $_________ $______________

TOTAL OPTION NO. 3 $______________

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

DOCUMENT 00 11 00.00 45 Page 6

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.5 Option No. 4

Item No. Description

Estimated Quantity Unit

Unit Price Estimated Amount

OPTION NO. 4

0014 Mobilization and Demobilization - Sea Turtle Trawling and Relocation (One Trawler Additional to Option No. 3)

1 JOB SUM $______________

0015 Sea Turtle Trawling and Relocation (One Trawler Additional to Option No. 3)

30 DAY $_________ $______________

TOTAL OPTION NO. 4 $______________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, 3, AND 4 $______________

DOCUMENT 00 11 00.00 45 Page 7

(TO BE ATTACHED TO STANDARD FORM 1442)

1.1.6 Option No. 5

Item No.

Description Estimated Quantity

Unit Unit Price Estimated Amount

OPTION NO. 5

Dredging Galveston Harbor Channel, Section No. 19

254,000 C.Y. $___________ $___________

TOTAL OPTION NO. 5 $___________

TOTAL SCHEDULE NO. 1 AND OPTIONS NOS. 1, 2, 3 4, AND 5 $___________

NOTE FOR OPTION NO. 5: The Government may exercise this Option by written notice to the Contractor prior to completion of all authorized work. Award of this Option is contingent upon availability of funds. An additional time of 9 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 8

(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 9

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

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

1.4 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(MAR 1995)

1.5 (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. 0002

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 30 calendar days after the date of acknowledgement of Notice to Proceed;

(b) Prosecute the work diligently, and

(AM#2)(c) Execute the work required under Section Nos. 7 through 12 of Schedule No. 1 at a rate of not less than 900,000 cubic yards per month. Work under Section Nos. 13 through 18 of Schedule No. 1 shall be executed at a rate of not less than 700,000 cubic yards per month. The Contract period of performance for Schedule No. 1 will be determined by applying the required monthly production rates above to the estimated quantities under Schedule No. 1 plus an additional 30 calendar days for the mobilization period. The Government may exercise Option Nos. 1, 2, 3, 4, or 5, singly or in any combination by written notice anytime prior to the completion of Schedule 1. The work for Option Nos. 1 and 2 shall be executed at a rate of not less than 900,000 cubic yards per month. The work for Option No. 5 shall be executed at a rate of not less than 700,000 cubic yards per month. If the total quantity of material to be paid for and actually removed and incrementally raised under this Contract exceeds the limit established in the CLAUSE entitled VARIATIONS IN ESTIMATED QUANTITIES-DREDGING, additional time will be allowed at the rate of 1 calendar day for each 30,000 cubic yards in excess of the established limit for Section Nos. 7 through 12 of Schedule No. 1 and Option Nos. 1 and 2, and at a rate of 1 calendar day for each 23,333 cubic yards in excess of the established limit for Section Nos. 13 through 18 of Schedule No. 1 and Section No. 19 of Option No. 5. The Contractor shall not exceed the estimated quantities in the Contract Line Items without prior authorization and only with a signed modification issued by the Contracting Officer as specified in the Paragraph: QUANTITY OVERRUNS below. The time stated for completion shall include final cleanup of the premises.

(c) Execute the work required under Section Nos. 7 through 12 of Schedule No. 1 at a rate of not less than 900,000 cubic yards per month. Work under Section Nos. 13 through 18 of Schedule No. 1 shall be executed at a rate of not less than 700,000 cubic yards per month. The Contract period of performance for Schedule No. 1 will be determined by applying the required monthly production rates above to the estimated quantities under Schedule No. 1 plus an additional 30 calendar days for the mobilization period. The Government may exercise Option Nos. 1, 2, 3, or 4, singly or in any combination by written notice anytime prior to the completion of Schedule 1. The work for Option Nos. 1 and 2 shall be executed at a rate of not less than 900,000 cubic yards per month.

If the total quantity of material to be paid for and actually removed

DOCUMENT 00 73 00.01 45 Page 2 and incrementally raised under this Contract exceeds the limit established in the CLAUSE entitled VARIATIONS IN ESTIMATED QUANTITIES-DREDGING, additional time will be allowed at the rate of 1 calendar day for each 30,000 cubic yards in excess of the established limit for Section Nos. 7 through 12 of Schedule 1 and Option Nos. 1 and 2, and at a rate of 1 calendar day for each 23,333 cubic yards in excess of the established limit for Section Nos. 13 through 18 of Schedule 1. The Contractor shall not exceed the estimated quantities in the Contract Line Items without prior authorization and only with a signed modification issued by the Contracting Officer as specified in the Paragraph: QUANTITY OVERRUNS below. The time stated for completion shall include final cleanup of the premises.

1.2 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 to the Government in the amount of $1,330.00 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.

1.3 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 2 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, 2 feet below Mean Lower Low (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 worksite is accessible by the Houston Ship Channel, Gulf Intercoastal Waterway, Galveston Harbor Entrance Channel, highway and railroad facilities.

(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.

1.4 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE(MAR 1995)

(a) This special contract requirement does not apply to terminations. See

DOCUMENT 00 73 00.01 45 Page 3

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

1.5 (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

DOCUMENT 00 73 00.01 45 Page 4 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 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)

-- End of Document --

DOCUMENT 00 73 00.01 45 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 LUMP SUM PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Sea Turtle Protections

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Mobilization and Demobilization-Sea Turtle Trawling and

Relocation

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Monitor Surveys

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Dredging

1.3.1.1 Payment

1.3.1.2 Dredging Partial Payment

1.3.1.3 Measurement

1.3.1.4 Electronic Positioning

1.3.1.5 Surveys During Progress of Work

1.3.1.6 Unit of Measurement

1.3.2 Sea Turtle Trawling and Relocation

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 22 00.10 Page 1

SECTION 01 22 00.10

MEASUREMENT AND PAYMENT

AMENDMENT NO. 0002

PART 1 GENERAL

1.1 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. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Surveys; G, AO

Submit drawings of surveys during progress of work by soundings or sweepings.

1.2 LUMP SUM PAYMENT ITEMS

Payment items for the work of this Contract for which Contract lump sum payments will be made are listed in the BID SCHEDULE and specified below.

All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing the work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Payment will be made for costs associated with "Mobilization and Demobilization", as defined in the SECTION 00 72 00 CONTRACT CLAUSES.

Payment for costs in connection with the plant necessary to perform the work, to include transportation and other costs incidental to delivery of the plant and other equipment to the general work area in condition ready for operation, and after completion of the work for removal of the plant and equipment from the work site.

1.2.1.2 Unit of Measure

Unit of measure: Job.

SECTION 01 22 00.10 Page 2

1.2.2 Sea Turtle Protections

1.2.2.1 Payment

(AM#2)The Contract price for "Sea Turtle Protection, Section Nos. 7, 8, 9, 10, 11, and 12" in Schedule No. 1, "Sea Turtle Protection, Section Nos.

13, 14, 15, 16, 17, and 18" in Schedule No. 1, "Sea Turtle Protection, Section Nos. 1, 2, 3, and 4" in Option No. 1, and "Sea Turtle Protection, Section Nos. 5 and 6" in Option No. 2, will include the costs associated with the implementation and utilization of the required Turtle Deflector Device(s) associated with the protection and monitoring of sea turtles.

Materials and other execution requirements for Turtle Deflector Device and Endangered Species Observers specified herein shall not be measured for payment.

The Contract price for "Sea Turtle Protection, Section Nos. 7, 8, 9, 10, 11, 12, and 13" in Schedule No. 1, "Sea Turtle Protection, Section Nos.

16, 17, 18, and 19" in Schedule No. 1, "Sea Turtle Protection, Section Nos.

1, 2, 3, and 4" in Option No. 1, and "Sea Turtle Protection, Section Nos.

5 and 6" in Option No. 2, will include the costs associated with the implementation and utilization of the required Turtle Deflector Device(s) associated with the protection and monitoring of sea turtles. Materials and other execution requirements for Turtle Deflector Device and Endangered Species Observers specified herein shall not be measured for payment.

1.2.2.2 Unit of Measure

Unit of measure: Job.

1.2.3 Mobilization and Demobilization-Sea Turtle Trawling and Relocation

1.2.3.1 Payment

The Contract price for "Mobilization and Demobilization - Sea Turtle Trawling and Relocation," in Option No. 3, will include the cost in connection with mobilization and demobilization of one Trawler. The Contract price for "Mobilization and Demobilization - Sea Turtle Trawling and Relocation," in Option No. 4, includes the cost in connection with mobilization and demobilization of one Trawler in addition to that in Option No. 3. Payment for mobilization and demobilization will be made pursuant to the conditions of the SECTION 00 72 00 CONTRACT CLAUSES.

1.2.3.2 Unit of Measure

Unit of measure: Job.

1.2.4 Monitor Surveys

1.2.4.1 Payment

The Contract price for "ODMDS No. 1 Monitor Surveys" in Schedule No. 1, will include the cost necessary to perform hydrographic surveys of ODMDS(s) before and after completion of dredge material placement operations.

1.2.4.2 Unit of Measure

Unit of Measure: Job.

SECTION 01 22 00.10 Page 3

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work in this Contract on which the Contract unit price payments will be made are listed in the BID SCHEDULE and specified below. The unit price and payment made for each item listed shall constitute full compensation for furnishing plant, labor, materials, and equipment, and performing any associated Contractor Quality Control, administrative requirements, environmental protection, meeting safety requirements, tests and reports, and for performing the work required for each of the unit price items.

1.3.1 Dredging

1.3.1.1 Payment

(AM#2)Payment for "Dredging--Galveston Entrance Channel and Outer Bar, Section Nos. 7, 8, and 9" in Schedule No. 1, "Dredging--Inner Bar Channel, Section Nos. 10, 11, and 12" in Schedule No. 1, "Dredging--Houston Ship Channel, Bolivar Roads to Redfish Reef, Section Nos. 13, 14, 15, 16, 17, and 18" in Schedule No. 1 "Dredging--Galveston Extended Entrance Channel, Section Nos. 1, 2, 3, and 4" in Option No. 1, "Dredging--Galveston Entrance Channel, Section Nos. 5 and 6" in Option No. 2, and "Dredging Galveston Harbor Channel-Section No. 19" in Option No. 5 be made for costs associated with the removal of dredged material, transportation, and placement at ODMDS No. 1 and the national dredging quality management(DQM) program for the hopper dredge.

Payment for "Dredging--Galveston Entrance Channel and Outer Bar, Section Nos. 7, 8, and 9" in Schedule No. 1, "Dredging--Inner Bar Channel, Section Nos. 10, 11, and 12" in Schedule No. 1, "Dredging--Houston Ship Channel, Bolivar Roads to Redfish Reef, Section Nos. 13, 14, 15, 16, 17, and 18" in Schedule No. 1 "Dredging--Galveston Extended Entrance Channel, Section Nos.

1, 2, 3, and 4" in Option No. 1, and "Dredging--Galveston Entrance Channel, Section Nos. 5 and 6" in Option No. 2, be made for costs associated with the removal of dredged material, transportation, and placement at ODMDS No.

1 and the national dredging quality management(DQM) program for the hopper dredge.

1.3.1.2 Dredging Partial Payment

Partial payment will be based on approximate quantities determined by fathometer soundings or sweepings taken behind the dredge. The Contractor may use its own hydrographic surveys to determine quantities for pay requests, but final quantities will be based on Government Before-Dredging and After-Dredging surveys.

1.3.1.3 Measurement

The material removed will be measured by cubic yard in place, by means of soundings taken before and after dredging. The total quantity of dredged material will be the theoretical quantity between the bottom surface shown by fathometer soundings of the last survey made "before-dredging" and the bottom surface shown by the fathometer soundings of a survey made "after-dredging", within the limits of the overdepth and side and end slopes, less deductions that may be required for misplaced material.

1.3.1.4 Electronic Positioning

The horizontal control points shown are the control points the Government will use to perform electronic surveys on the waterway. The Government

SECTION 01 22 00.10 Page 4 does not guarantee permanent access to these control points, therefore, it may be necessary for the Contractor to establish its own network of survey points from these survey points or from other U.S. Coast and Geodetic Survey (USCGS) monuments. Location and description of the horizontal control points which the Government plans to use to perform electronic surveys on the channels are available at the Galveston Resident Office.

The Contractor shall be responsible for establishing its own reference line to conduct hydrographic surveys and dredging operations if electronic positioning equipment is not used.

1.3.1.5 Surveys During Progress of Work

Contract depth will be determined by surveys taken behind the dredge as work progresses. The Contractor shall take progress soundings or sweepings.

1.3.1.6 Unit of Measurement

Unit of measure: cubic yard.

1.3.2 Sea Turtle Trawling and Relocation

1.3.2.1 Payment

Payment for "Sea Turtle Trawling and Relocation," in Option No. 3, and "Sea Turtle Trawling and Relocation (One Trawler Additional to Option No. 3)," in Option No. 4, will be made at the unit price per day, which will include costs associated with trawling ahead of the hopper dredge and relocation of turtles. The estimated number of 30 days in the bid item is a maximum number of days estimated for bidding purposes. If the number of days is less, the Contractor will be paid at the daily unit price for the number of days conducting this activity. If there is a requirement for a greater number of days, the daily unit price will be used for payment for the additional days up to, but not exceeding an additional 15 days.

1.3.2.2 Measurement

Sea Turtle trawling and relocation shall be measured by the day utilized for trawling and relocation as specified in the SECTION 35 20 23.14 45

PROTECTION OF SEA TURTLES

1.3.2.3 Unit of Measure

Unit of measure: Day.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.10 Page 5

Side Slope

Required Depth

(CY)

Allowable Overdepth

(CY)

Total Estimated

(CY)

7 46+000.00 41+000.00 5,000 800 50 5H:1V 1 256,000 148,000 404,000 1 8 41+000.00 36+000.00 5,000 800 50 5H:1V 1 97,000 148,000 245,000 1 9 36+000.00 25+000.00 11,000 800-1238.18 50 5H:1V 1 15,000 18,000 33,000 1

5,000 368,000 314,000 682,000

10 23+000.00 17+000.00 6,000 800-1184 48 5H:1V 1 106,000 178,000 284,000 1 11 17+000.00 11+000.00 6,000 800 48 5H:1V 1 176,000 178,000 354,000 1 12 11+000.00 4+490.12 6,510 800-1078 48 5H:1V 1 83,000 178,000 261,000 1

12,000 365,000 534,000 899,000

13 127+000.00 120+000.00 7,000 530 48 5H:1V 1 1,000 4,000 5,000 1 14 120+000.00 115+000.00 5,000 530 48 5H:1V 1 1,000 1,000 2,000 1 15 100+000.00 95+000.00 5,000 530 48 5H:1V 1 1,000 27,000 28,000 1 16 95+000.00 90+000.00 5,000 530 48 5H:1V 1 1,000 55,000 56,000 1 17 90+000.00 85+000.00 5,000 530 48 5H:1V 1 81,000 98,000 179,000 1 18 85+000.00 78+844.00 6,156 530 48 5H:1V 1 63,000 121,000 184,000 1

7,000 148,000 306,000 454,000 1 24,000 881,000 1,154,000 2,035,000

1 76+000.00 71+000.00 5,000 800 50 5H:1V 1 22,000 65,000 87,000 1 2 71+000.00 66+000.00 5,000 800 50 5H:1V 1 45,000 81,000 126,000 1 3 66+000.00 61+000.00 5,000 800-1000 50 5H:1V 1 119,000 123,000 242,000 1 4 61+000.00 55+841.00 5,159 1000 50 5H:1V 1 68,000 78,000 146,000 1

5,159 254,000 347,000 601,000 1 29,159 1,135,000 1,501,000 2,636,000

5 55+841.00 51+000.00 4,841 800-1000 50 5H:1V 1 270,000 148,000 418,000 1 6 51+000.00 46+000.00 5,000 800 50 5H:1V 1 295,000 148,000 443,000 1

9,841 565,000 296,000 861,000 39,000 1,700,000 1,797,000 3,497,000

19 18+400.00 15+300.00 3,100 350 46 5H:1V 1 121,000 133,000 254,000 1 3,100 121,000 133,000 254,000

42,100 1,821,000 1,930,000 3,751,000

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

Houston Ship Channel, Bolivar Roads to Redfish - Schedule No. 1

TOTAL OPTION 5

TOTAL SCHEDULE 1 AND OPTION 1

TOTAL SCHEDULE 1

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

Length of Station (Feet)

Width Project Depth Allowable Overdepth

Includes anticipated shoaling.

TOTAL SCHEDULE 1 AND OPTION 1, 2 & 5

TOTAL OPTION 2

Galveston Extended Entrance Channel - Option No. 1

Galveston Harbor - Option No. 5

Galveston Entrance Channel - Option No. 2

TOTAL SCHEDULE 1 AND OPTION 1 & 2

TOTAL OPTION1

Galveston Inner Bar Channel - Schedule No. 1

QUANTITY SUMMARY TABLE

CHANNEL DIMENSIONS

Placement Area Distribution

Galveston Entrance Channel and Outer Bar - Schedule No. 1

From Station

To Station

QUANTITIES

Section No.

Section 35 20 23.16 45 Page A-1

NAME PID EASTING (X)

NAD-83 TX-SC

NORTHING (Y)

NAD-83 TX-SC

ELEV

(NAVD88)

ELEV

(MLLW)

Galveston Harbor & Channel

HGCSD 63 AW5707 3,321,588.039 13,693,607.859 2.3

JJ AW0574 3,315,429.537 13,692,324.190 10.6 10.8

877 1341 J (Galveston North Jetty) DO9995 3,320,641.680 13,706,863.630 3.5 4.0 877 1450 B (Galveston Pier 21) DO9996 3,309,227.870 13,684,143.820 5.9 6.1

HSC - Bay Reach LUB 1328 B 1994 (Port Bolivar) DO9994 3,312,451.660 13,704,558.730 6.2 6.5

DOLLAR POINT 3 AW5712 3,275,129.112 13,728,051.271 21.2

LUB 1013 A TIDAL (Eagle Point) AJ4424 3,266,697.460 13,744,960.730 4.3 4.8

HGCSD 55 1986 AW5666 3,254,993.224 13,753,303.287 12.6

HGCSD 53 1987 AW5664 3,233,162.677 13,774,702.451 8.2

TCOON CONTROL

Galveston Survey Area 877 1328 B (Port Bolivar) DO9994 3,312,451.660 13,704,558.730 6.2 6.5 877 1341 J (Galveston North Jetty) DO9995 3,320,641.680 13,706,863.630 3.5 4.0 877 1450 B (Galveston Pier 21) DO9996 3,309,227.870 13,684,143.820 5.9 6.1 E 168 (Galveston Pleasure Pier) AW0590 3,310,374.270 13,676,792.230 14.4 15.1

La Porte Survey Area 877 0907 C (Smith Point) DO9989 3,310,223.150 13,770,085.780 4.9 5.3 877 0933 90026 A (Clear Lake) DO9991 3,218,727.760 13,773,776.760 3.1 3.1 877 1013 A TIDAL (Eagle Point) AJ4424 3,266,697.460 13,744,960.730 4.3 4.8

CONTROL MONUMENTS - TEXAS SOUTH-CENTRAL ZONE

SHEET

# of 31 TITLE

1 COVER

2 INDEX OF DRAWINGS

3 LOCATION PLAN

4 PLAN - HOUSTON SHIP CHANNEL STA.78+844 TO STA.100+000

5 PLAN - HOUSTON SHIP CHANNEL STA.115+000 TO STA.127+000

6 PLAN - GALVESTON INNER BAR CHANNEL STA.4+490.12 TO STA.18+000

7 PLAN - GALVESTON ENTRANCE CHANNEL STA.18+000 TO STA.49+000

8 PLAN - GALVESTON EXTENDED ENTRANCE CHANNEL STA.49+000 TO STA.76+000

9 PLAN - ODMDS NO.1

10 CROSS SECTIONS - EXTENDED ENTRANCE CHANNEL STA.76+000 TO STA.71+000

11 CROSS SECTIONS - EXTENDED ENTRANCE CHANNEL STA.70+000 TO STA.65+000

12 CROSS SECTIONS - EXTENDED ENTRANCE CHANNEL STA.64+000 TO STA.60+000

13 CROSS SECTIONS - EXTENDED ENTRANCE CHANNEL STA.59+000 TO STA.57+000

14 CROSS SECTIONS - GALVESTON ENTRANCE CHANNEL STA.55+840 TO STA.54+000

15 CROSS SECTIONS - GALVESTON ENTRANCE CHANNEL STA.53+500 TO STA.52+400

16 CROSS SECTIONS - GALVESTON ENTRANCE CHANNEL STA.52+000 TO STA.47+000

17 CROSS SECTIONS - GALVESTON ENTRANCE CHANNEL STA.46+000 TO STA.41+000

18 CROSS SECTIONS - GALVESTON ENTRANCE CHANNEL STA.40+000 TO STA.35+000

19 CROSS SECTIONS - GALVESTON ENTRANCE CHANNEL STA.34+000 TO STA.30+515

20 CROSS SECTIONS - GALVESTON OUTER AND INNER BAR CHANNELS STA.28+000 TO STA.22+000

21 CROSS SECTIONS - GALVESTON INNER BAR CHANNEL STA.21+000 TO STA.16+000

22 CROSS SECTIONS - GALVESTON INNER BAR CHANNEL STA.15+000 TO STA.10+000

23 CROSS SECTIONS - GALVESTON INNER BAR CHANNEL STA.9+400 TO STA.7+000

24 CROSS SECTIONS - GALVESTON INNER BAR CHANNEL STA.6+700 TO STA.5+000

25 CROSS SECTIONS - HOUSTON SHIP CHANNEL STA.127+000 TO STA.119+000

26 CROSS SECTIONS - HOUSTON SHIP CHANNEL STA.118+000 TO STA.96+000

27 CROSS SECTIONS - HOUSTON SHIP CHANNEL STA.95+000 TO STA.87+000

28 CROSS SECTIONS - HOUSTON SHIP CHANNEL STA.86+000 TO STA.78+844

29 PLAN - GALVESTON HARBOR CHANNEL STA.15+300 TO STA.18+400

30 CROSS SECTIONS - GALVESTON HARBOR CHANNEL STA.15+300 TO STA.17+000

31 CROSS SECTIONS - GALVESTON HARBOR CHANNEL STA.17+000 TO STA.18+400

31 -- Total Number of Drawings

INDEX OF DRAWINGS

CURVE NO. POINT STATION NORTHING EASTING

GALVESTON ENTRANCE CHANNEL

AND BOLIVAR ROADS CHANNEL

POE 76+000.37 13,671,541.930 3,379,546.010

PI 55+840.58 13,684,358.600 3,363,984.840

PI 30+515.47 13,696,618.320 3,341,824.960

PI 21+752.82 13,698,209.730 3,333,208.030

PI 4+490.12 13,696,433.480 3,316,036.960

POB 0+000.00 13,698,278.650 3,311,943.480

HOUSTON SHIP CHANNEL (BAY REACH)

POB 138+369.01 13,698,278.650 3,311,943.480

PI 128+731.09 13,705,242.350 3,305,280.430

PI 78+844.00 13,750,146.950 3,283,547.980

PI 28+605.05 13,790,835.000 3,254,078.770

PI -0+003.94 13,817,675.910 3,244,177.240

GALVESTON HARBOR CHANNEL

P.C. 10+386.47 13,687,201.900 3,311,425.890

P.I. 13+595.36 13,684,599.520 3,309,548.490 P.T. 16+404.07 13,684,323.300 3,306,351.510 P.C. 17+147.07 13,684,259.340 3,305,611.260

P.I. 17+956.71 13,684,189.650 3,304,804.640 P.T. 18+764.54 13,684,213.410 3,303,995.350

P.I. 21+548.76 13,684,295.100 3,301,212.330

CHANNEL ALIGNMENT DATA

2000 Fort Point Road

P.O. BOX 1229

GALVESTON, TX 77553-1229

The Bid Opening is extended from 25 Jan 2017 to 31 Jan 2017, 2:00 pm CT, Local Standard Time.

(See attached for amended specifications)