AMEND-0001_W9126G-17-B-0003.PDF

W45VAK62922890 007780

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

Unrestricted Procurement, Houston Ship Channel, Sims Bayou to Turning Basin in Harris County, Texas, Pipeline Dredging with a response date of 23 Dec 16 @ 2:00 PM is hereby amended as follows:

Continued on Page 2.

1. CONTRACT ID CODE PAGE OF PAGES

J 1

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-17-B-0003

X 9B. DATED (SEE ITEM 11)

23-Nov-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 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

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:

X

M3ODXMAN

Text Box

W9126G-17-B-0003

A0001-2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The specifications for Solicitation No. W9126G-17-B-0003, Houston Ship Channel, Texas, Sims Bayou to Turning Basin in Harris County, Texas, Pipeline Dredging, are hereby amended as follows:

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 23.16 45, PIPELINE DREDGING, APPENDIX 1- QUANTITY

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

b) Drawings.

(1) DRAWINGS NO. G-01, G-02, C-02 AND C-12 THROUGH C-19 - The enclosed Drawings No. G-01, G-02, C-02 AND C-12 THROUGH C-19, supersedes 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 23.16 45, PIPELINE DREDGING, APPENDIX 1- QUANTITY SUMMARY

TABLE

5. DRAWING NOS. G-01, G-02, C-02 AND C-12 THROUGH C-19

SWG FILE NO.:HSC 401-558 SOLICITATION NO.:W9126G-17-B-0003

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. W9126Y-17-B-0003)

SECTION 00 11 00.00 45

BID SCHEDULE

AMENDMENT NO. 0001

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 Pipeline Management

1 JOB SUM $___________

0003 Site Management 1 JOB SUM $___________

0004 Dredging HSC, Section 1A and 1B

136,400 C.Y. $_________ $___________

0005 Dredging HSC, Sections 2-4

198,100 C.Y. $_________ $___________

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 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 PHA Docks, Sections 5-10

10,000 C.Y. $_________ $___________

0007 Dredging PHA Docks, Sections 11-17

133,700 C.Y. $_________ $___________

0008 Debris Removal, Sections 5-17

30 TN $_________ $___________

0009 Standby for Docks, Sections 5-17

100 HR $_________ $___________

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 60 calendar days will be added to this Contract for completion of this Option.

DOCUMENT 00 11 00.00 45 Page 3

DOCUMENT 00 11 00.00 45 Page 4

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).

-- End of Document --

DOCUMENT 00 11 00.00 45 Page 5

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 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 14 calendar days after the date the Contractor receives the Notice to Proceed,

(b) Prosecute the work diligently, and

(c) Complete the entire work ready for use not later than (AM#1)162 calendar days after the date the Contractor receives the Notice to Proceed. 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 $2,199.00 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 hydrographic surveys.

(b) Weather Conditions. Under ordinary conditions, the mean tidal range is about one 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 3 feet below Mean Lower Low (MLLW), while southerly winds or flood events may raise the water surface as much as, and in some instances more than 5 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

DOCUMENT 00 73 00.01 45 Page 2 of channel to be dredged is shown by cross sections on the Contract drawings.

(e) Channel Traffic. Channel traffic consists of deep draft ships, small boats of various sizes, tugs, and 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 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.

DOCUMENT 00 73 00.01 45 Page 3

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 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 4

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 Pipeline Management

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Site Management

1.2.3.1 Payment

1.2.3.2 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 Government Surveys

1.3.1.5 Surveys During Progress of Work

1.3.1.6 Unit of Measurement

1.3.2 Standby for Docks

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Debris Removal, PHA Docks

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 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.0001

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

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

SD-03 Product Data

Certified Weight Scale Tickets

Submit certified weight certificates for debris removal.

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.

SECTION 01 22 00.10 Page 2

1.2.1.2 Unit of Measure

Unit of measure: Job.

1.2.2 Pipeline Management

1.2.2.1 Payment

Payment for "Pipeline Management" in Schedule No. 1, will be made for costs associated with laying, handling of dredge pipelines, from the dredge to the Placement Area, procurement of materials, and for construction of ramps or installation of culvert pipes that may be necessary in connection with placing and removal of pipeline and final clean up of pipeline route.

(AM#1)Partial payments will be made as follows:

- 40% of the contract price will be paid when the pipeline has been laid on both pipeline routes from the Placement Area to the water's edge.

- 40% of the contract price will be paid as monthly progress payments based on percentage completion of the estimated dredge quantity in Schedule No. 1.

- the remaining 20% will be paid in the first monthly partial payment after removal of all pipeline and the final clean-up of the pipeline routes.

1.2.2.2 Unit of Measure

Unit of measure: Job

1.2.3 Site Management

1.2.3.1 Payment

Payment for "Site Management" in Schedule No. 1, shall include all costs associated with this work including management of the drop-outlet structures, monitoring water quality, and excavation or maintenance of ditches to assure drainage of the placement area. Partial payments will be made proportionate to the duration of the site management activities.

1.2.3.2 Unit of Measure

Unit of measure: Job.

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

Payment for (AM#1)"Dredging HSC, Sections 1A and 1B," "Dredging HSC, SECTION 01 22 00.10 Page 3

Sections 2-4," in Schedule No. 1; "Dredging PHA Docks, Sections 5-10" and "Dredging PHA Docks, Sections 11-17" in Option No. 1 will be made for costs associated with the removal of dredged material, transportation, and placement at the Placement Area.

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. Monthly partial payments will be made up to 90% of the Government Before-Dredge Quantity. The remaining 10% will be made in the first monthly partial payment after the Government has conducted its final After-Dredge surveys and the dredging section has been accepted.

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 Government Surveys

The Government will use the tide staffs shown on the drawings for vertical control. Real Time Kinematic (RTK) or Virtual Reference Station (VRS) will not be used. Differential Global Positioning System (DGPS) will be used for horizontal control.

Processing survey data will be performed with HYPACK 2016 software using the Kingfisher Method (updated 5/6/2016). Volumes will be computed by average end area using cross sectional survey lines. Before and After Dredge cross sections will be run on 100-foot stations and at changes in the template. If the Contractor elects to use HYPACK 2016 software, the Government will provide the survey line files for the Contractor's use.

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 Standby for Docks

1.3.2.1 Payment

Payment for "Standby for Docks, Sections 5-17" in Option No. 1, if exercised, will be made at the contract unit price. No separate payment will be made for standby or down time incurred while dredging the federal channels.

SECTION 01 22 00.10 Page 4

1.3.2.2 Measurement

Standby time shall be measured to the nearest 0.01 hour and recorded in the daily report.

1.3.2.3 Unit of Measure

Unit of measure: Hour

1.3.3 Debris Removal, PHA Docks

1.3.3.1 Payment

If Option No. 1 is exercised, payment for removal of debris from Sections 5-17 will be made at the contract unit price for "Debris Removal, Sections 5-17" under Option No. 1. No separate payment will be made for removal of debris encountered in the federal channel.

1.3.3.2 Measurement

Measurement will be per short ton of 2,000 lbs based on receipt of either barge displacement computation worksheets or Certified Weight Scale Tickets for debris actually removed. Weight Scale Tickets shall be specifically identified as originating from debris that was removed and disposed from Sections 3-17.

1.3.3.3 Unit of Measure

Unit of measure: Ton

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.10 Page 5

FILE NO.: HSC 401-558 SOLICITATION NO.:W916G-17-B-0003

Section No.

From Station

To Station

Length of Station (Feet)

Required Depth

(CY)

Allowable Overdepth (CY)

Total Estimated

(CY)

1A 1110+77.54 1152+19.02 4,141 80,100 21,900 102,000 W. Clinton

1B 1152+19.02 1190+00.00 3,781 22,200 12,200 34,400 W. Clinton

2 0+00.00 14+32.07 1,432 39,400 12,700 52,100 W. Clinton

3 14+32.07 30+95.05 1,663 69,200 36,000 105,200 W. Clinton

4 -0+32.59 10+00.00 1,033 33,000 7,800 40,800 W. Clinton

12,050 243,900 90,600 334,500

5 R8 150+20 R8 155+88.57 569 100 300 400 W. Clinton

6 R12 130+02 R10140+77 1075 100 500 600 W. Clinton

7 R15 109+53.07 R12 130+02 2049 1,000 1,200 2,200 W. Clinton

8 G1 44+00 G4 76+23 3223 1,300 2,500 3,800 W. Clinton

9 G45 18+38 G41 36+76.47 1838 200 700 900 W. Clinton

10 G48 0+00 G45 18+38 1838 600 1,500 2,100 W. Clinton

11 R28 32+34.31 R24 62+40.20 3,006 4,800 3,500 8,300 W. Clinton

12 R32 0+00 R32 10+75 1,075 19,900 5,400 25,300 W. Clinton

13 MAN3 0+00 MAN2 16+25.02 1,625 16,500 3,300 19,800 W. Clinton

14 SB 0+00 SB 11+40.29 1,140 28,000 6,500 34,500 W. Clinton

15 SA 0+00 SA 8+36.94 837 7,300 1,600 8,900 W. Clinton

16 W1 0+00 W4 10+54.33 1,054 11,200 5,400 16,600 W. Clinton

17 W2 0+00 W3 14+36 1,436 14,100 6,200 20,300 W. Clinton

20,765 105,100 38,600 143,700

32,816 349,000 129,200 478,200

Includes anticipated shoaling.

HOUSTON SHIP CHANNEL - SCHEDULE NO. 1

SUBTOTAL, HSC SCHEDULE NO. 1

QUANTITIES

SUBTOTAL, PHA OPTION NO. 1

SECTIONS

PHA DOCKS - OPTION NO. 1

Placement Area

Distribution

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

TOTAL, SCHEDULE NO. 1 & OPTION NO. 1

SCHEDULE NO. 1

APPENDIX 1 - QUANTITY SUMMARY TABLE

Section 35 20 23.16 45 - Page A-1

(TO ACCOMPANY AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-17-B-0003)

AMEND

SHEETS

SHEET #

OF 39

DWG.

NO.

TITLE

1 COVER SHEET

GENERAL

* 2 G-01 LOCATION PLAN AND INDEX OF DRAWINGS

* 3 G-02 GENERAL NOTES AND LEGEND

4 G-03 TYPICAL CROSS SECTION FOR FEDERAL CHANNEL & DOCKS

CIVIL

5 C-01

PLAN - HSC UPPER TURNING BASIN - STA. 10+00 TO STA. -0+32.59

HSC MAIN TURNING BASIN STA. 30+95.05 TO STA. 0+00

* 6 C-02 PLAN - HOUSTON SHIP CHANNEL - STA. 1170+00 TO STA. 1110+78.54

7 C-03

DOCK PLAN - HSC RED SIDE- STA. 155+88.57 TO STA. 120+50

HSC GREEN SIDE- STA. 76+23 TO STA. 56+50

8 C-04

DOCK PLAN - HSC RED SIDE- STA.120+50 TO STA. 99+50

HSC GREEN SIDE- STA. 56+50 TO STA. 37+50

9 C-05

DOCK PLAN - HSC RED SIDE- STA.99+50 TO STA. 78+50

HSC GREEN SIDE- STA. 37+50 TO STA. 17+50

10 C-06

DOCK PLAN - HSC RED SIDE- STA.78+50 TO STA. 59+50

HSC GREEN SIDE- STA. 17+50 TO STA. 0+00

11 C-07 DOCK PLAN - HSC RED SIDE STA. 59+50 TO STA. 40+50

12 C-08 DOCK PLAN - HSC RED SIDE STA. 40+50 TO STA. 13+50

13 C-09

DOCK PLAN - HSC RED SIDE STA. 13+50 TO STA. 0+00

MANCHESTER DOCK MAN2_16+30.38 TO MAN3_0+00

14 C-10

DOCK PLAN - SIMS BAYOU DOCKS "A & B" - DOCK "A" SA_0+00 TO SA_8+36.94

DOCK "B" SB_0+00 TO SB_11+40.29

15 C-11

PLAN - WOODHOUSE DOCKS "1,2,3, & 4" - DOCK 1,3 STA. W1_0+00 TO STA. W3_14+36

DOCK 2,4 STA W2_0+00 TO STA. W4_10+54.33

* 16 C-12 CROSS SECTIONS - HOUSTON SHIP CHANNEL - STA. 1110+77.54 TO STA. 1152+69.15

* 17 C-13 CROSS SECTIONS - HOUSTON SHIP CHANNEL - STA. 1160+00 TO STA. 1170+00

* 18 C-14 CROSS SECTIONS - HSC TURNING BASIN - STA. TB 0+00 TO STA. TB 16+00

* 19 C-15 CROSS SECTIONS - HSC TURNING BASIN - STA. TB 17+00 TO STA. TB 21+00

* 20 C-16 CROSS SECTIONS - HSC TURNING BASIN - STA. TB 22+00 TO STA. TB 25+87.13

* 21 C-17 CROSS SECTIONS - HSC TURNING BASIN - STA. TB 27+00 TO STA. TB 30+95.05

* 22 C-18 CROSS SECTIONS - HSC UPPER TURNING BASIN - STA. UTB -0+32.59 TO STA. UTB 4+37.34

* 23 C-19 CROSS SECTIONS - HSC UPPER TURNING BASIN - STA. UTB 7+86.33 TO STA. UTB 10+00

24 C-20 CROSS SECTIONS - WOODHOUSE DOCKS 1 & 4 - STA. W1_0+00 TO STA. W4_10+00

25 C-21 CROSS SECTIONS - WOODHOUSE DOCKS 2 & 3 - STA. W2_1+43.69 TO STA. W3_14+36

26 C-22

CROSS SECTIONS - SIMS BAYOU DOCKS A & B - STA. SA_0+13.87 TO STA. SA_8+36.94

STA. SB_0+00 TO STA. SB_3+47.68

27 C-23 CROSS SECTIONS - SIMS BAYOU DOCKS B - STA. SB_5+86.16 TO STA. SB_11+00

28 C-24

CROSS SECTIONS - MANCHESTER DOCKS 2 & 3 - STA. MAN3_0+00 TO STA. MAN3_7+00

STA. MAN2_7+00 TO STA. MAN2_16+01

29 C-25 CROSS SECTIONS - HSC RED DOCKS STA. R32_1+00 TO STA. R27-R26_44+38.50

30 C-26 CROSS SECTIONS - HSC RED DOCKS - STA. R26_48+00 TO STA. R14_116+00

31 C-27 CROSS SECTIONS - HSC RED DOCKS - STA. R14_119+57 TO STA. R10_135+18.09

32 C-28 CROSS SECTIONS - HSC RED DOCKS - STA. R10_138+00 TO STA. R8_155+88.57

33 C-29 CROSS SECTIONS - HSC GREEN DOCKS - STA. G48_0+0.75 TO STA. G44_21+00

34 C-30 CROSS SECTIONS - HSC GREEN DOCKS - STA. G44-G43_23+03.88 TO STA. G1_46+16.04

35 C-31 CROSS SECTIONS - HSC GREEN DOCKS - STA. G1_47+00 TO STA. G4_67+75

36 C-32 CROSS SECTIONS - HSC GREEN DOCKS - STA. G4_69+00 TO STA. G4_76+23

37 C-33 PLAN - PLACEMENT AREA - WEST CLINTON

38 C-34 DETAILS - PIPELINE CROSSING DETAILS

39 C-35 DETAILS - PIPELINE CROSSING DETAILS

39 Total Number of Drawings

INDEX OF DRAWINGS

No Type Station x=Easting y=Northing Bearing Bearing Distance

Radius Delta (Deflection Angle)

PT/POB 1110+77.54 3,158,314.89 13,829,503.91 N 36°36'47.261" W 92.607

Curve 24 PC 1111+70.15 3,158,259.66 13,829,578.24

PI 1130+56.45 3,157,134.65 13,831,092.34 3,000.000 64°19'13.381" Left

PCC 1145+37.97 3,155,282.59 13,830,734.57 S 79°03'59.359" W

PI 1148+79.45 3,154,947.31 13,830,669.80 3,714.000 10°30'23.659" Left

PT 1152+19.02 3,154,629.45 13,830,544.98 S 68°33'35.699" W 975.456

Curve 25 PC 1161+94.48 3,153,721.50 13,830,188.42

PI 1197+09.40 3,150,449.81 13,828,903.62 2,780.255 103°18'46.857" Right

PRC 1212+07.70 3,149,952.90 13,832,383.24 N 8°07'37.444" W

PI 1216+47.19 3,149,890.77 13,832,818.31 3,000.037 16°40'6.318" Left

PT 1220+80.47 3,149,706.46 13,833,217.28 N 24°47'43.761" W 1,503.067

Curve 26 PC 1235+83.53 3,149,076.10 13,834,581.78

PI 1242+63.60 3,148,790.90 13,835,199.16 5,730.000 13°32'13.151" Left

PT 1249+37.33 3,148,369.11 13,835,732.62 N 38°19'56.912" W 1,711.391

POE 1266+48.72 3,147,307.66 13,837,075.07

Houston Ship Channel (Bayou) Center Line Alignment Data

Route Crossing

No.

Pt No. X Y Elevation Notes

11 1 3,152,465.40 13,837,682.79 34.78 MAXINE OUTLET

11 2 3,152,415.06 13,837,681.65 33.07 MAXINE INLET

Spur 11 3 3,152,714.59 13,837,728.82 34.52 11 SPUR INLET

Spur 11 4 3,152,736.00 13,837,699.31 34.46 11 SPUR OUTLET

12 5 3,150,518.92 13,837,581.51 34.06 12 ALT 2 OUTLET

12 6 3,150,453.35 13,837,485.16 33.52 12 ALT 2 INLET

13 7 3,150,208.57 13,837,123.27 35.88 CLINTON INLET 13

13 8 3,150,156.17 13,837,026.01 35.44 SOUTHERN PAC OUTLET

13 9 3,150,185.88 13,837,095.95 35.53 SOUTHERN PAC INLET

13 10 3,150,253.48 13,837,190.89 35.68 CLINTON 13 OUTLET

14 11 3,149,001.28 13,836,130.69 33.24 YARD 18/19 INLET 14

14 12 3,148,882.99 13,836,051.13 14.07 LOW LEVEL RD

15 13 3,153,741.03 13,837,782.63 26.45 ptra north top pipe

15 14 3,153,743.63 13,837,712.02 26.36 ptra south top pipe

16 15 3,153,788.19 13,836,830.77 27.47 2 mississippi north

16 16 3,153,789.24 13,836,744.06 27.42 2 mississippi south

17 17 3,153,665.68 13,834,461.66 28.73 clinton south side rr

17 18 3,153,883.92 13,834,658.79 26.98 apprx clinton north side

18 19 Fidelity No Data (xyz) Available

19 20 3,153,339.84 13,830,809.34 16.93 inlet under 610

19 21 3,153,379.93 13,831,571.89 26.61 hole in fence

GEOID12A (Conus)

NAVD 88

US State Plane 1983 (2011) -NAD 1983 (2011)

Texas South Central 4204

Culvert Table

Datum:

Zone:

Geoid:

Vertical Datum:

Western Pipeline Route

Eastern Pipeline Route

Name PID x=Easting y=Northing

877 0553 070035 RM DO9979 3,180,394.36 13,839,400.29

877 0777 C DO9988 3,152,837.53 13,830,815.26

Horizontal Control Monuments

NAD83, Texas South-Central Zone, US Survey Feet

Name Tide Gauge

Type x=Easting y=Northing

Federal Channel

Section No.

for Gauge

Docks Section No.

for Gauge

Manchester Staff Staff 3,159,204.485 13,829,012.920 1 12 thru 17

Turning Basin Staff Staff 3,145,221.101 13,838,583.210 2 thru 4 5 thru 11

Tide Staff (Gauge Boards) MLLW - Tx South Central

No Type Station x=Easting y=Northing Bearing Bearing Distance

Radius Delta (Deflection Angle)

Line TB POB 0+00 3,147,307.66 13,837,075.07 N 29°8'31.9" W 3,095.050

Line TB POE 30+95.05 3,145,800.44 13,839,778.33 N 29°8'31.9" W

New Line TB POB 24+88.70 3,145,796.74 13,839,082.04 N 29°8'31.9" W 605.350

New Line TB POE 30+95.05 3,145,800.44 13,839,778.33 N 29°8'31.9" W

Line Upper TB POB -0+32.59 3,145,627.31 13,838,544.28 S 57°33'28.01" W 1,252.587

Line Upper TB PI 12+20.00 3,144,570.21 13,837,872.33 N 83°58'33.66" W 184.730

Line Upper TB POE 14+04.730 3,144,386.50 13,837,891.72 N 83°58'33.66" W

Houston Ship Channel (Turning Basin & Upper Turning Basin) Center Line Alignment Data