10RS01.pdf

Savannah and Brunswick Harbors, Georgia

Task Order Number

GROUP4-10-R-S001

Entrance Channel Maintenance Dredging Procurement and Contracting Requirements and Specification Divisions 01 through 35 July 2016

U.S. ARMY ENGINEER DISTRICT, SAVANNAH

CORPS OF ENGINEERS

100 WEST OGLETHORPE AVENUE

SAVANNAH, GEORGIA 31401-3640

US Army Corps of Engineers Savannah District

GROUP4 -10-R-S001 Clause Addendum-1

ADDENDUM TO THE STANDARD FORM 1442

SAVANNAH AND BRUNSWICK ENTRANCE CHANNELS MAINTENANCE DREDGING

SPECIAL NOTIFICATION: THIS OPPORTUNITY IS AVAILABLE ONLY TO THE FOLLOWING

CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER

For GROUP 4 use: W912EP-10-R-0026: Orion Marine Construction (W912EP-13-D-0003); Cavache, Inc. (W912EP-13-D-0004); Cashman Dredging & Marine Contracting (W912EP-13-D-0005); Cottrell Contracting Corporation (W912EP-13-D-0006); Great Lakes Dredge & Dock Company, LLC (W912EP-13-D-0007); Dutra Dredging Company (W912EP-13-D-0008); Marinex Construction, Inc.

(W912EP-13-D-0009); Norfolk Dredging Company (W912EP-13-D-0010); Mike Hooks, Inc. (W912EP- 13-D-0011); Weeks Marine, Inc. (W912EP-13-D-0012); Southern Dredging Co., Inc. (W912EP-13-D- 0013); Manson Construction Company (W912EP-13-D-0014); and C. F. Bean LLC (W912EP-13-D- 0015)

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE PREVIOUSLY

LISTED FIRMS INCLUDED IN THE GROUP 4, DREDGING POOL.

TECHNICAL EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the technical evaluation factors are:

(1) Offeror must submit proposed plant with their proposal that meets or exceeds specifications.

(2) Past performance at a level of satisfactory or higher within the last 5 (five) years as of RFP issue date. The Government reserves the right to obtain copies of all Contractor Performance Assessment Report System (CPARS) records contained in the Past Performance Information Reporting System (PPIRS) database for the Prime Contractor (Offeror) and all Major Sub-Contractors.

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

(1) All submissions shall be on company letterhead identifying the dredge(s) the contractor proposes to do the work and the location of dredge(s). The identified dredge(s) must also have been found technically acceptable by the Contracting Officer prior to the proposal due date.

(2) Completed Bid Schedule (see Section 00010A)

(3) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Paragraph 2.4(c) of the

MATOC

(4) Completed “Addendum to the Standard Form 1442”

(5) Revisions- offers shall acknowledge receipt of revisions by completing the “notice to offerors— blocks 14,15 and 20”

GROUP4 -10-R-S001 Clause Addendum-2

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 9 -- For additional information contact: Brent W. Ingram, (912) 652-5954 brent.w.ingram@usace.army.mil

Block 10 -- Magnitude of Construction is between $10,000,000.00 and $25,000,000.00

Block 11 – The notice to proceed will be issued on or about 15 November 2016 contractor shall begin performance within 10 calendar days and complete performance by 30 April 2017. This performance period is mandatory.

Block 12 -- Contractors are required to submit Bid Bonds with their proposal for this task order proposal in accordance with FAR clause 52.228-1. The awardee contractor must furnish any required performance and payment bonds within 10 calendar days after award of the task order.

Block 13 -- Sealed offers to perform the work required shall be delivered to the following address not later than: 2:00 pm, ET on 22 August 2016.

Contracting Division – Attn: Brent W. Ingram

U.S. Army Corps of Engineers, Savannah District

100 W. Oglethorpe Ave.

Savannah, GA 31401

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, and 20 below:

Block 14 -- Name and Address of Offeror (including Zip Code):

DUNS: ___________________ CAGE: _______________

Block 15 -- Telephone No. (Include area code): _____________________

Block 20 -- Name and Title of Person Authorized to Sign Offer (type or print):

Type/Print ________________________________________________

Signature: ________________________________________________ mailto:brent.w.ingram@usace.army.mil

GROUP4 -10-R-S001 Clause Addendum-3

E-Mail: ________________________________________________

Offer Date: _______________________________________________

Block 26 -- This Task Order will be administered by:

U.S. Army Corps of Engineers, Savannah District Attn: Burton Moore - COR

100 W. Oglethorpe Ave.

Savannah, GA 31401

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

MAINTENANCE DREDGING

ENTRANCE CHANNELS BRUNSWICK AND SAVANNAH HARBORS, GEORGIA

FOR BID ITEMS 0001-0005, 0007-0011 SEE SECTION 35 20 23

FOR BID ITEM 0006, 0012 SEE SECTION 01 57 20.0010

ESTIMATED LINE ITEMS SHALL NOT EXCEED THE ESTIMATED AMOUNT WITHOUT PRIOR APPROVAL OF

THE CONTRACTING OFFICER.

PLEASE NOTE: ATTACHMENT 1 TO SECTION 00 73 00, REQUIRES DREDGE PLANT DATA SHEETS AND

EQUIPMENT SCHEDULE TO BE ATTACHED TO BID FORM.

GROUP4 -10-R-S001 Clause Addendum-4

ITEM NO SUPPLIES/SERVICES

0001 Mobilization and

BASE Demobilization

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0001AA

BASE

First Mobilization and 1 Each $_______________ $____________________

Demobilization

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0001AB

BASE

All Over 1 Mobilization and Demobilization

1 Each $_______________ $____________________

GROUP4 -10-R-S001 Clause Addendum-5

OPTION Maintenance Dredging, Tybee Cut Range, Station 0+000B to -14+000B

(Bin limits are required for placement in the Savannah ODMDS)

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0002AA

OPTION

First 81,000 cubic yards

81,000 Cubic Yard

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0002AB

OPTION

All over 81,000 cubic yards

150,000 Cubic Yard

GROUP4 -10-R-S001 Clause Addendum-6

OPTION Maintenance Dredging, Jones Island/Bloody Point Range, Station -14+000B to -50+000B

(Bin limits are required for placement in the Savannah ODMDS)

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0003AA

OPTION

First 500,000 cubic yards

500,000 Cubic Yard

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0003AB

OPTION

All over 500,000 cubic yards

68,375 Cubic Yard

GROUP4 -10-R-S001 Clause Addendum-7

OPTION Maintenance Dredging, Tybee Range, Station -50+000B to -60+000B

(Bin limits are required for placement in the Savannah ODMDS)

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0004AA

OPTION

First 100,000 cubic yards

100,000 Cubic Yard

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0004AB

OPTION

All over 100,000 cubic yards

178,000 Cubic Yard

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

OPTION

Stand By Time/Savannah

1 Day $_______________ $_______________

GROUP4 -10-R-S001 Clause Addendum-8

OPTION

Trawling Requirements

(non- capture) Savannah

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0006AA

OPTION

First 5 days 5 Days $_______________ $_______________

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0006AB

OPTION

All over 5 days 10 Days $_______________ $_______________

ITEM NO SUPPLIES/SERVICES

BASE Maintenance

Dredging, Cedar Hammock/Brunswick Point Cut/Jekyll Island Range, , Station 25+000 to 12+000

(Bin limits are required for placement in the Brunswick ODMDS)

GROUP4 -10-R-S001 Clause Addendum-9

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0007AA

BASE

First 30,000 cubic yards

30,000 Cubic Yard

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0007AB

BASE

All over 30,000 cubic yards

64,000 Cubic Yard

ITEM NO SUPPLIES/SERVICES

OPTION Maintenance Dredging, St Simons Range, Station -12+000B to 12+000

GROUP4 -10-R-S001 Clause Addendum-10

QUANTITY

UNIT UNIT PRICE AMOUNT

0008AA

OPTION

First 10,000 cubic yards

10,000 Cubic Yard

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0008AB

OPTION

All over10,000 cubic yards

10,000 Cubic Yard

ITEM NO SUPPLIES/SERVICES

BASE Maintenance Dredging, St Simons Range, Station -12+000B to -45+000B

GROUP4 -10-R-S001 Clause Addendum-11

QUANTITY

UNIT UNIT PRICE AMOUNT

0009AA

BASE

First 500,000 cubic yards

500,000 Cubic Yard

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0009AB

BASE

All over 500,000 cubic yards

1,078,961 Cubic Yard

ITEM NO SUPPLIES/SERVICES

OPTION Maintenance Dredging, St Simons Range, Station -45+000B to -56+500B

GROUP4 -10-R-S001 Clause Addendum-12

QUANTITY

UNIT UNIT PRICE AMOUNT

0010AA

OPTION

First 10,000 cubic yards

10,000 Cubic Yard

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0010AB

OPTION

All over 10,000 cubic yards

10,000 Cubic Yard

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

BASE

Stand By Time/ Brunswick Harbor

1 Day $_______________ $_______________

ITEM NO SUPPLIES/SERVICES

BASE

Trawling Requirements

(non- capture) Brunswick

GROUP4 -10-R-S001 Clause Addendum-13

QUANTITY

UNIT UNIT PRICE AMOUNT

0012AA

BASE

First 5 days 5 Days $_______________ $_______________

ITEM NO SUPPLIES/SERVICES ESTIMATED

QUANTITY

UNIT UNIT PRICE AMOUNT

0012AB

BASE

All over 5 days 10 Days $_______________ $_______________

TOTAL BASE BID (Items 0001, 0007, 0009, 0011, 0012)

TOTAL OPTIONAL BID (Items 0002 through 0006, 0008, 0010)

TOTAL BID (Items 0001 through 0012) $_____________________

GROUP4 -10-R-S001 Clause Addendum-14

THE FOLLOWING PAGES CONTAIN ADDENDUMS TO SPECIFIC CLAUSES OF THE ORIGINAL

SOLICITATION NUMBER W912EP-10-R-0026

THIS ADDENDUM IS ONLY APPLICABLE TO THIS

SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP4-10-R-S001

PROJECT TITLE:

FY 17 Savannah/Brunswick Entrance Maintenance Dredging Channel

NOTICE TO OFFERORS: The information on the following pages is provided for the various clauses and/or paragraphs which require information to be filled in (when applicable) on each Request for Proposal for Task Orders issued under the awarded contracts. All applicable clauses, terms and conditions contained in the original solicitation and subsequently awarded contracts become part of each Task Order.

GROUP4 -10-R-S001 Clause Addendum-15

ADDENDUM TO SECTION 00100, INSTRUCTIONS TO OFFERORS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00100 ARE HEREBY PROVIDED:

52.211-5000 EVALUATION OF SUBDIVIDED ITEMS (MAR 1995)

Item Nos. 0001-0004, 0006-0010 and 0012 are subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subitems.

(End of provision)

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

29.8% Savannah Harbor

22.2% Brunswick Harbor

6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

GROUP4 -10-R-S001 Clause Addendum-16

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is

GA Appling; GA Atkinson; GA Bacon; GA Bullock; GA Candler; GA Coffee; GA Evans; GA Jeff Davis; GA Liberty; GA Long; GA McIntosh; GA Montgomery; GA Screven; GA Tattinall; GA Toombs; GA Wayne; SC Beaufort; SC Hampton; SC Jasper.for Savannah Harbor and FL Bradford; FL Columbia; FL Dade; FL Gilchrist; FL Hamilton; FL LaFayetle; FL Levy; FL Marion; FL Putnam; FL Suwannee; FL Union; GA Brantley; GA Camden; GA Charlton; GA Glynn;

GA Pierce; GA Ware for Brunswick Harbor.

(End of provision)

ADDENDUM TO SECTION 00700, CONTRACT CLAUSES

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00700 ARE HEREBY PROVIDED:

GROUP4 -10-R-S001 Clause Addendum-17

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 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 30 April 2017. The time stated for completion shall include final cleanup of the premises.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(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 $3,257.00 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.

(End of clause)

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

GROUP4 -10-R-S001 Clause Addendum-18

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Plate No. Sheet No. Title

G-01 1 INDEX OF DRAWINGS

G-02 2 SAVANNAH HARBOR LOCATION MAP

G-03 3 BRUNSWICK HARBOR LOCATION MAP

H-01 4 NEW CHANNEL RANGE– EXAMINATION SURVEY

H-02 5 TYBEE KNOLL– EXAMINATION SURVEY

H-03 6 TYBEE KNOLL– EXAMINATION SURVEY

H-04 7 TYBEE KNOLL– EXAMINATION SURVEY

H-05 8 TYBEE KNOLL– EXAMINATION SURVEY

H-06 9 TYBEE KNOLL– EXAMINATION SURVEY

H-07 10 TYBEE ROADS– EXAMINATION SURVEY

GROUP4 -10-R-S001 Clause Addendum-19

H-08 11 TYBEE ROADS– EXAMINATION SURVEY

H-09 12 TYBEE ROADS– EXAMINATION SURVEY

H-10 13 TYBEE ROADS– EXAMINATION SURVEY

H-11 14 TYBEE ROADS– EXAMINATION SURVEY

H-12 15 TYBEE ROADS– EXAMINATION SURVEY

H-13 16 BRUNSWICK POINT CUT AND CEDAR HAMMOCK RANGES–

EXAMINATION SURVEY (NOT INCLUDED IN THIS

CONTRACT)

H-14 17 CEDAR HAMMOCK AND JEKYLL ISLAND RANGE–

EXAMINATION SURVEY (NOT INCLUDED IN THIS

CONTRACT)

H-15 18 JEKYLL ISLAND RANGE – EXAMINATION SURVEY

H-16 19 JEKYLL ISLAND AND PLANTATION CREEK RANGE–

EXAMINATION SURVEY

H-17 20 PLANTATION CREEK RANGE– EXAMINATION SURVEY

H-18 21 ST. SIMONS RANGE – EXAMINATION SURVEY

H-19 22 ST. SIMONS RANGE – EXAMINATION SURVEY

H-20 23 ST. SIMONS RANGE – EXAMINATION SURVEY

H-21 24 ST. SIMONS RANGE – EXAMINATION SURVEY

H-22 25 ST. SIMONS RANGE – EXAMINATION SURVEY

H-23 26 ST. SIMONS RANGE – EXAMINATION SURVEY

H-24 27 ST. SIMONS RANGE – EXAMINATION SURVEY

H-25 28 ST. SIMONS RANGE – EXAMINATION SURVEY

H-26 29 ST. SIMONS RANGE – EXAMINATION SURVEY

D-01 30 OFFSHORE DISPOSAL AREA

D-02 31 OFFSHORE DISPOSAL AREA

X-01 32 TYPICAL DREDGING SECTIONS-SAVANNAH HARBOR

ENTRANCE CHANNEL

X-02A 33A TYPICAL DREDGING SECTIONS-BRUNSWICK HARBOR

ENTRANCE CHANNEL

X-02B 33B TYPICAL DREDGING SECTIONS-BRUNSWICK HARBOR

GROUP4 -10-R-S001 Clause Addendum-20

ENTRANCE CHANNEL

(End of clause)

GROUP4 -10-R-S001 Clause Addendum-21

ADDENDUM TO SECTION 00800, SPECIAL REQUIREMENTS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00800 ARE HEREBY PROVIDED:

52.232-5001 Special Continuing Contract for Civil Works Project Managed by the United States

Army Corps of Engineers [DEVIATION]

(a) Funds are not available at the inception of this contract to cover the entire contract price. The liability of the Government is limited by this clause notwithstanding any contrary provision of the “Payments to Contractor”' clause or any other clause of this contract, except the Termination for Convenience clause. The sum To Be Determined at Contract Award has been reserved for this contract and is available for payment to the Contractor during the current fiscal year. It is expected that Congress will make appropriations for future fiscal years from which additional funds, together with funds provided by one or more non-federal project sponsors, will be reserved for this contract.

(b) Failure to make payments in excess of the amount currently reserved, or that may be reserved from time to time, shall not be considered a breach of contract and shall not entitle the Contractor to a price adjustment under the terms of this contract.

(c) The Government may at any time reserve additional funds for payments under the contract if there are funds available for such purpose. The Contracting Officer will promptly notify the Contractor of any additional funds reserved for the contract by issuing an administrative modification to the contract.

(d) If earnings will be such that funds reserved for the contract will be exhausted before the end of any fiscal year, the Contractor shall give written notice to the Contracting Officer of the estimated date of exhaustion and the amount of additional funds which will be needed to meet payments due or to become due under the contract during that fiscal year. This notice shall be given not less than 120 days prior to the estimated date of exhaustion. Unless informed in writing by the Contracting Officer that additional funds have been reserved for payments under the contract, the Contractor shall stop work upon the exhaustion of funds.

(e) No payments will be made after exhaustion of funds except to the extent that additional funds are reserved for the contract.

(f) Any suspension, delay, or interruption of work arising from exhaustion or anticipated exhaustion of funds shall not constitute a breach of this contract and shall not entitle the Contractor to any price adjustment under the ``Suspension of Work'' clause or in any other manner under this contract.

GROUP4 -10-R-S001 Clause Addendum-22

(g) An equitable adjustment in performance time shall be made for any increase in the time required for performance of any part of the work arising from exhaustion of funds or the reasonable anticipation of exhaustion of funds.

+-(h) If, upon the expiration of 100 days after the beginning of the fiscal year following an exhaustion of funds, the Government has failed to reserve additional funds for this contract sufficient to cover the Government's estimate of funding required for the first quarter of that fiscal year, the Contractor, by written notice delivered to the Contracting Officer at any time before such additional funds are reserved, may elect to treat his right to proceed with the work as having been terminated. Such a termination shall be considered a termination for the convenience of the Government.

(i) If at any time it becomes apparent that the funds reserved for any fiscal year are in excess of the funds required to meet all payments due or to become due the Contractor because of work performed and to be performed under the contract during the fiscal year, the Government reserves the right, after notice to the Contractor, to reduce said reservation by the amount of such excess.

(j) The term ``Reservation'' means monies that have been set aside and made available for payments under this contract. Reservations of funds shall be made in writing via an administrative modification issued by the Contracting Officer.

52.211-5001 VARIATIONS IN ESTIMATED QUANTITIES — SUBDIVIDED ITEMS (MAR

1995)

This variation in estimated quantities clause is applicable only to Items Nos.0001-0004, 0006- 0010 and 0012

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent sub-item or elimination of all work under such a second or subsequent sub-item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for items Nos. 0001-0004, 0006-0010 and 00122 is less than 85% of the quantity of the first sub-item listed under such item, the contractor will be paid at the contract unit price for that sub-item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause FAR 52.212-11, Variation in Estimated Quantities.

GROUP4 -10-R-S001 Clause Addendum-23

(c) If the actual quantity of work performed under Items Nos. 0001-0004, 0006-0010 and 00122 exceeds 115% or is less than 85% of the total estimated quantity of the sub-item under that item and/or if the quantity of the work performed under the second sub-item or any subsequent sub-item under Items Nos. 0001-0004, 0006-0010 and 00122 exceeds 115% or is less than 85% of the estimated quantity of any such sub-item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-18, Variation in Estimated Quantities.

52.236-4 PHYSICAL DATA (APR 1984)

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.

FOR: SAVANNAH AREA

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and soundings. Contractors are expected to visit the work site and determine for themselves the characteristics of the material to be dredged.

(b) Weather conditions . . The project area has long, warm summers and short, mild winters. The coastal portion is slightly warmer in winter and receives more rain in summer and fall than interior areas, but rainfall is usually plentiful throughout the basin.

(1) The annual normal rainfall (1950-90) at the Savannah, Georgia, Municipal Airport, is 5 miles west of the site, is 49.70 inches (Average Annual 1961-90: 48.30 inches):

(A) Record (40 years)

Maximum Monthly - 20.1 inches July 1964

GROUP4 -10-R-S001 Clause Addendum-24

(B) Record (40 years)

Minimum Monthly -- 0.02 inch October 1963

(C) Record (40 years)

Maximum 24 Hour - 7.0 inches August 1971

Normally about 25 inches of rain falls during the thunderstorm season of 15 June through 15 September. The remainder of the annual rainfall, produced principally by squall-line and frontal showers, is spread over 9 months with a minor peak in March. Considerable periods of fair, mild weather are experienced in October, November, April, and to a less extent, in May. Snow is a rarity and even a trace does not occur on an average of once a year. The greatest recorded fall was 3.6 inches in February 1968. Severe tropical storms affect this area about once in 10 years. Rainfall from these storms constitutes our heaviest sustained precipitation. Instances of this are the 22.79 inches in August 1898, and 22.88 inches in September 1924, most of which was from tropical storms (1961-90) is 20.10 inches in July 1964.

(2) The average normal monthly temperature at Savannah, Georgia, (1950-90) is 66.8 degrees F.

with seasonal averages as follows:

Season Degrees Fahrenheit

Winter 51 Spring 66 Summer 81 Fall 68

Extreme temperatures are as follows (normals based on 1951-80):

(A) Normal Maximums 105 degrees F. July 1986 (Normal maximum 90.8)

84 degrees F. January 1957 (Normal maximum 60.3)

(B) Normal Daily Maximum 76.1 degrees F.

(C) Daily Minimum 3 degrees F. January 1985 (Normal minimum 37.9)

GROUP4 -10-R-S001 Clause Addendum-25

61 degrees F. July 1972 (Normal minimum 71.5)

(D) Average Normal Monthly Minimum 55.1 degrees F.

Average Normal Daily Maximum 76.7 degrees F.

(E) Record (40 years) Maximum 105 degrees F. July 1986

(F) Record (40 years) Minimum 3 degrees F. January 1985

(3) The annual average wind speed, for the past 40 years of record, is 7.9 mph, southwest, with the highest monthly mean occurring in February (NE) and March (WNW) at 9.2 mph, and the lowest monthly mean in August at 6.6 mph, southwest. Extreme winds (fastest 1 minute values) vary from 46 mph west in March 1981 to 68 mph southwest in May 1984. Weather Bureau records for Savannah, Georgia, give the following data:

Partly Thunder-Dense

(1948-90) Clear Cloudy Cloudy storms Fog*

Years of Record 42 42 42 42 42

Number Days per Year 116 124 125 52 44

*NOTE: Heavy fog, visibility ¼ miles or less

Temp. Degrees F. Days per year Years of Record

90 degrees and above 66 23

32 degrees and below 32 23

Percent of Possible Sunshine 62 37

(c) Transportation facilities. Railway facilities are available at Savannah, Georgia. Areas to be dredged are accessible by barge through the Atlantic Intracoastal Waterway and the Savannah Harbor. Docking, fuel facilities and marine supplies are available at the Port of Savannah.

GROUP4 -10-R-S001 Clause Addendum-26

(d) . (d) Location. The proposed dredging sites located at the mouth of the Savannah River along 11 miles of the outer Savannah Harbor Entrance Channel, Chatham County, Georgia and Jasper County, South Carolina), southeast of Fort Pulaski, Cockspur Island (Tybee Road). The center of the project area lies at approximately 32 degrees 01’ north latitude and 80 degrees 48’ west longitude.

(e) Local Tide Conditions. The area to be dredged is subject to severe wave action and exposure to severe storm. The mean tidal range is 6.9 feet and the spring range is 8.1 feet. Current velocities average 1.6 to 2.6 knots. The working season lasts throughout the year.

(f) Channel Traffic. The traffic that may be expected to use the channel during the progress of the dredging consists of ocean-going vessels, towboats, barges, and various small craft. According to Waterborne Commerce Statistics, in 1989 about 7,757 vessels trips were made in and out of Savannah Harbor. Based on these statistics, an average of over four deep draft vessels per day may enter or leave the harbor.

(g) Obstruction of Channel. The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such a manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles and other markers placed by him under the contract in navigable waters or on the shore.

(h) Subsurface Investigations. No subsurface investigations have been performed in Acceptance Section 1 through 4 since these areas were last dredged. Prospective bidders are strongly urged to examine the material at the site of the work to assure themselves that they have made the best possible evaluation of the subsurface conditions. Bidders should form their own conclusions from this examination prior to submission of their bids. Records of previous dredging in the vicinity of the project are available in the office of the District Engineer, U.S. Army Engineer District, Savannah, 100 West Oglethorpe Avenue, Savannah, Georgia 31402.

(i) Disposal Areas. Designated disposal area is shown on the contract drawings and is listed in paragraph DISPOSAL OF EXCAVATED MATERIALS in Section: DREDGING. The Contractor will not be allowed to use any disposal area for this work other than those identified in paragraph

DISPOSAL OF EXCAVATED MATERIAL IN SECTION: DREDGING.

(j) Channel Conditions. The existing channel was previously dredged to the required depth as shown on the contract drawings, in areas covered by this contract. U.S. Coast Guard navigation aids exist in the contract area. The removal of those aids will be done by the Coast Guard. The Contractor shall protect the aids from damage during dredging and coordinate their movement

GROUP4 -10-R-S001 Clause Addendum-27 with the Coast Guard through the Contracting Officer. The latest dredging contracts are as follows:

Contract No. Stations Dredged Required Depth

W912HN-11-D-0006 -9+000B to -23+000B -44 mllw

W912HN-12-C-0001 -30+000B to -40+000B -44 mllw

W912HN-13-C-0001 -14+500B to -30+000B -44mllw

W912HN-14-C-0001 -14+500B to -20+000B -44mllw

-32+500B to -45+000B -44mllw

W912HN-15-C-0003 -9+000B to -48+000B -44mllw

W912HN-16-C-0001 -20+000B to -40+000B -44mllw

(k) Condition of Channel. Controlling low water depths in the area to be dredged are shown on the maps referred to in clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS (DFARS 52.236-7001) and in Attachment 1 of SECTION 00800. Navigational aids are shown on the contract drawings and can be found on NOAA Charts No.11512, “Savannah River and Wassaw Sound,” No. 11500, “Tybee Island to Doboy Sound,” and No. 11513, “St. Helena Sound to Savannah River.” There are no pipelines, cables or bridges in the area to be dredged, although there may be other unknown and/or uncharted submerged obstructions, such as logs, anchors, and other debris.

FOR: BRUNSWICK AREA

(a) Physical Conditions. The physical conditions indicated on the drawings and in the specifications are the result of the site investigations by surveys and soundings. Contractors are expected to visit the work site and determine for themselves the characteristics of the material to be dredged.

GROUP4 -10-R-S001 Clause Addendum-28

(b) Weather Conditions. The project area has long, warm summers and short, mild winters. The coastal portion is slightly warmer in winter and receives more rain in summer and fall than interior areas, but rainfall is usually plentiful throughout the basin.

(1) The annual normal rainfall at Brunswick, Georgia, is 53.32 inches:

(A) Record (63 years)

Maximum Monthly -- 22.86 inches September 1953

(B) Record (62 years)

Minimum Monthly -- 0.09 inch November and December 1956

(C) Record (67 years)

Maximum 24 Hour -- 19.1 inches August 1911 (at St. George)

Normally about 29 inches of rain falls during the thunderstorm season of 15 June through 15 September (averaging 6.5 inches per month from July through September). The remainder of the annual rainfall, produced principally by squall- line and frontal showers, is spread over 9 months.

Considerable periods of fair, mild weather are experienced in October, November, April, and to a less extent, in May. Snow is a rarity and even a trace does not occur on an average of once a year. Severe tropical storms affect this area about once in 10 years. Rainfall from these storms constitutes our heaviest sustained precipitation. Instances of this are the 22.86 inches in September 1953, and 16.37 inches in August 1953, most of which was from tropical storms.

(2) The average normal monthly temperature at Brunswick, Georgia, is 69.2 degrees F. with seasonal averages as follows:

Season Degrees Fahrenheit

Winter 55 to 61

Spring 68 to 81

Summer 79 to 82

Fall 56 to 71

GROUP4 -10-R-S001 Clause Addendum-29

Extreme temperatures are as follows:

(A) Normal Daily Maximums 91.8 degrees F. August

64.5 degrees F. December

(B) Average Normal Monthly Maximum 82.4 degrees F. July

(C) Normal Daily Minimums 43.5 degrees F. January

73.5 degrees F. July

(D) Average Normal Monthly Minimum 55.4 degrees F. January

(E) Record (58 years) Maximum 104 degrees F. July 1954

(F) Record (67 years) Minimum 11 degrees F. December 1983

The average daily temperature ranges from 54 degrees F. in January to 82 degrees F. in July. In January, the average daytime minimum and maximum temperatures range from 44 degrees F. to 64 degrees F., and in July from 72 degrees F. to 92 degrees F. During an average year, the temperature drops below 32 degrees F. about 20 times in the northwest area and about 6 times along the coast. Ninety degrees is exceeded in an average year about 70 times along the coast and slightly more than 100 times in the northwest portion of the area. The frost-free growing season of the area ranges from about 250 days near Douglas, Georgia, to 300 days along the coast.

The average relative humidity at 1 p.m. is 53 percent and monthly averages range from a low of 46 percent in April to a high of 58 percent for the months of September and December.

(3) Wind and visibility at Brunswick are similar to Savannah, Georgia, where the annual average wind speed, for the past 37 years of record, is 7.9 mph, southwest, with the highest monthly mean occurring in March at 9.2 mph, west- northwest, and the lowest monthly mean in August at

6.6 mph, southwest. Extreme winds (fastest 1minute values) vary from 46 mph west in March 1981 to 68 mph east in May 1984. Weather Bureau records for Savannah, Georgia, give the following data:

Partly Thunder- Dense

GROUP4 -10-R-S001 Clause Addendum-30

Clear Cloudy Cloudy storms Fog*

Years of Record 37 37 37 37 37

Number Days per Year 103 110 152 62 39

*NOTE: Heavy fog, visibility 1/4 mile or less.

The Brunswick area averages 9 hours of sunshine a day in the summer and 5 to 6 hours a day in the winter. Summer rainfall is characterized by brief showers. There are few completely cloudy days.

(c) Transportation Facilities. Railway facilities are available at Brunswick, Georgia. The area to be dredged is accessible by barge through the Atlantic Intracoastal Waterway.

(d) Location. The proposed dredging sites located in the Brunswick Harbor Entrance Channel, Brunswick, Glynn County, Georgia, are Brunswick Bar Channel (St. Simons Range) from Station 0+000B to -54+000B and Cedar Hammock Range from Station 15+000 to 24+000. The center of the project area lies approximately 31 degrees 05’ north latitude and 81 degrees 18’ west longitude.

(e) Local Tide Conditions. The area to be dredged is subject to severe wave action and exposure to severe storm. The mean tidal range is 6.5 feet and the spring range is 7.6 feet. Current velocities average 1.9 to 2.1 knots. The working season lasts throughout the year.

(f) Channel Traffic. The traffic that may be expected to use the channel during the progress of the dredging consists of ocean-going vessels, towboats, barges, and various small craft. According to Waterborne Commerce Statistics, in 1999 approximately 1705 vessels entered the harbor. Of the total 3410 trips in and out of the harbor, approximately 435 trips were made by vessels with static loaded drafts of 30 feet or greater. These statistics indicate that we may expect an average of 40 trips per month by vessels with static loaded drafts of 12 feet or greater.

(g) Obstruction of Channel. The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such a manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles and other markers placed by him under the contract in navigable waters or on the shore.

GROUP4 -10-R-S001 Clause Addendum-31

(h) Subsurface Investigations. No subsurface investigations have been performed since these areas were last dredged. Prospective bidders are strongly urged to examine the material at the site of the work to assure themselves that they have made the best possible evaluation of subsurface conditions. Bidders should form their own conclusions from this examination prior to submission of their bids. Records of previous dredging in the vicinity of the project are available in the office of the District Engineer, U.S. Army Engineer District, Savannah, 100 West Oglethorpe Avenue, Savannah, Georgia 31402.

(i) Disposal Areas. The designated disposal area is shown on the contract drawings and is listed in paragraph DISPOSAL OF EXCAVATED MATERIALS in SECTION: DREDGING. The Contractor will not be allowed to use any disposal area for this work other than those identified in paragraph DISPOSAL OF EXCAVATED MATERIAL IN SECTION: DREDGING

(j) Channel Conditions. The existing channels in Brunswick Bar (St. Simons Range and Cedar Hammock Range) were previously dredged to 38 feet below mllw and 36 feet below mllw, respectively. U.S. Coast Guard navigation aids exist in the contract area. The removal of those aids will be done by the Coast Guard, unless directed otherwise by the Contracting Officer. The Contractor shall protect the aids from damage during dredging operations and coordinate their movement with the Coast Guard through the Contracting Officer. Thirty days' notice is required for buoy movements. The latest dredging contracts are as follows:

Contract No. Stations Dredged Required Depth

W912HN-11-D-0006 -8+000 to -45+0000 & Wideners

15+000 to 23+000

-38 mllw

-36 mllw

W912HN-12-C-0001

W912HN-13-C-0001

-26+000 to -36+000

-22+500 to -40+000

-38 mllw

-38mllw

W912HN-14-C-0001 20+000 to 16+000

-15+000 to -39+000

-36 mllw

-38 mllw

W912HN-15-C-0003 -15+000 to -41+000 -38 mllw

W912HN-16-C-0001 21+836 to 16+500

-12+000 to -45+000

-36 mllw

-38 mllw

(k) The Contractor shall promptly give a written notice, within 3 days to the Contracting Officer of

(1) subsurface or latent physical conditions at the site which differ materially from those indicated

GROUP4 -10-R-S001 Clause Addendum-32 in this contract or (2) unknown physical conditions at the site, of an unusual nature, which differ materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract.

(l) The Contracting Officer shall investigate the site conditions promptly after receiving the notice. If the conditions do materially so differ and cause an increase or decrease in the Contractor’s cost of, or the time required for, performing any part of the work under this contract, whether or not changed as a result of the conditions, an equitable adjustment shall be made under this clause and the contract modified in writing accordingly.

(m) No request by the Contractor for an equitable adjustment to the contract under this clause shall be allowed, unless the Contractor has given the written notice required; provided, that the time prescribed in (I)(A) above for giving written notice may be extended by the Contracting Officer.

(n) No request by the Contractor for an equitable adjustment to the contract for differing site conditions shall be allowed if made after final payment under this contract. (FAR 52.236-2

DIFFERING SITE CONDITIONS.)

(o) The contractor acknowledges that he has taken steps reasonably necessary to ascertain the nature and location of the work, and that he has investigated and satisfied himself as to the general and local conditions which can affect the work or its cost, including but not limited to (1) conditions bearing upon transportation, disposal, handling, and storage of materials; (2) the availability of labor, water, electric power, and roads; (3) uncertainties of weather, river stages, tides, or similar physical conditions at the site; (4) the conformation and conditions of the ground; and (5) the character of equipment and facilities needed preliminary to and during work performance. The Contractor also acknowledges that he has satisfied himself as the character, quality, and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site, including all exploratory work done by the Government, as well as from the drawings and specifications made a part of this contract. Any failure of the Contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from responsibility for estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expense to the Government.

(p) The Government assumes no responsibility for any conclusions or interpretations made by the Contractor based on the information made available by the Government. Nor does the Government assume responsibility of any understanding reached or representation made concerning conditions which can affect the work by any of its officers or agents before the execution of this contract, unless that understanding or representation is expressly stated in this contract (FAR 52.236-3 - SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK).

GROUP4 -10-R-S001 Clause Addendum-33

(End of Clause)

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS

The award decision for this contract was based, in part, on an evaluation of the named dredge(s) the Contractor included in its proposal for the positions and/or items of subcontracted work identified at the end of this paragraph. The Contractor agrees these named dredge(s) and/or subcontractors will be employed as described in its proposal and no substitutes will be employed without prior written approval of the Contracting Officer or Administrative Contracting Officer. The Contractor further agrees that any proposed substitutes shall meet or exceed the qualifications of the original personnel and/or subcontractors. If the Contractor’s proposal did not name a subcontractor for an identified item of work, the Contractor will not be allowed to subcontract that item of work without prior approval of the Contracting Officer or Administrative Contracting Officer. The limitations described herein shall apply to the following positions and/or items of subcontracted work:

(End of paragraph number 999.215-4001)

REQUIRED INSURANCE (Oct 2012 SAS) (Ref. FAR 28.306)

(a) The Contractor shall procure and maintain during the entire period of his performance under this contract the following minimum insurance:

1. Comprehensive and Employer's Liability Insurance: Coverage in an amount not less $100,000 or in the amount required by the State law in which the work is to be performed under this contract, whichever is greater.

2. Comprehensive General Liability Insurance: Coverage in an amount not less than $500,000 per occurrence.

3. Automobile Liability Insurance: $200,000 per person and $500,000 per occurrence for bodily injury liability and $20,000 property damage liability.

4. Vessel liability: When contract performance involves use of vessels, the contracting officer shall require vessel collision liability and protection and indemnity liability insurance.

(b) Prior to the commencement of work hereunder, the Contractor shall furnish to the Contracting Officer a certificate or written statement of the above-required insurance. The policies evidencing required insurance shall contain an endorsement to the effect that cancellation, or any material change in the policies adversely affecting the interests of the Government in such insurance, shall not be effective for such period as may be prescribed by the laws of the State in which this contract is to be performed and in no event less than 30 days after written notice thereof to the Contracting Officer.

(c) The Contractor agrees to insert the substance of this clause, including this subparagraph (c), in all subcontracts hereunder.

GROUP4 -10-R-S001 Clause Addendum-34

TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (APR 1991 OCE)

(a) This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the contract clause entitled DEFAULT (FIXED PRICE CONSTRUCTION). In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

(b) The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORKDAYS

BASED ON 5-DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

6 6 5 4 5 7 9 8 5 2 3 6

(c) Upon acknowledgment of the Notice to Proceed and continuing through-out the contract, the Contractor will record on the daily Contractor Quality Control report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day in each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b) above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather workdays, and issue a modification in accordance with the contract clause entitled DEFAULT (FIXED PRICE

CONSTRUCTION).

GROUP4-10-R-S001 SF 1442-A35

ADDENDUM TO SECTION 00800A, WAGES DETERMINATIONS AND OTHER ATTACHMENTS

THE FOLLOWING WAGES RATES ARE HEREBY INCORPORATED INTO THIS TASK ORDER:

LIST OF CONSTRUCTION CONTRACT ATTACHMENTS

No. TITLE DATE NO. OF

PAGES

1 General Decision Number GA20150014 01/08/2016 3

2 General Decision Number SC20150010 01/08/2016 3

GROUP4-10-R-S001 SF 1442-A36

General Decision Number: GA160014 01/08/2016 GA14

Superseded General Decision Number: GA20150014

State: Georgia

Construction Types: Heavy Dredging

Counties: Georgia Statewide.

HOPPER DREDGE CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually.