FII18_Tech_Specs_-_Revised_.pdf

THIS IS AN UNRESTRICTED PROCUREMENT SIC 1629

SAFETY PAYS

MAINTENANCE DREDGING

FIRE ISLAND INLET AND SHORE

WESTERLY TO JONES INLET, NEW YORK

BEACH EROSION CONTROL AND FEDERAL

NAVIGATION PROJECT

Solicitations &

Specifications

IFB No. W912DS-18-B-00XX

US ARMY ENGINEER DISTRICT, NEW YORK

INVITATION FOR BID

CHECK LIST FOR BIDDERS

ATTACHED IS IFB FOR:

Fire Island Inlet and Shore Westerly to Jones Inlet, New York Beach Erosion Control and Navigation Project

ALL INFORMATION REQUIRED BY THE TERMS OF THIS SOLICITATION

MUST BE FURNISHED. MISTAKES OR OMISSIONS MAY RENDER YOUR BID

INELIGIBLE FOR AWARD. IMPORTANT ITEMS FOR YOU TO CHECK ARE

INCLUDED IN BUT NOT LIMITED TO THOSE LISTED BELOW. THIS

INFORMATION IS FURNISHED ONLY TO ASSIST YOU IN SUBMITTING A

PROPER BID.

HAVE YOU ACKNOWLEDGED ALL AMENDMENTS?

HAVE YOU COMPLETED THE "REPRESENTATIONS AND

CERTIFICATIONS" (SECTION 00600) PORTION OF THE SOLICITATION?

IS YOUR DUNS NUMBER LISTED ON THE STANDARD FORM 1442?

IS YOUR BID PROPERLY SIGNED?

A BID BOND IS REQUIRED. HAS YOUR SURETY PROVIDED YOU WITH A

BID BOND ON STANDARD FORM 24 OR A SIMILAR FORM CONTAINING

THE SAME LANGUAGE AS A STANDARD FORM 24?

IS YOUR BID GUARANTEE IN THE PROPER AMOUNT?

IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER

AND SURETY AND ARE ALL REQUIRED SEALS AFFIXED?

IS THE NAME IN WHICH YOU SUBMITTED THE BID THE SAME ON YOUR

BID AS ON THE BID BOND?

IS YOUR BID BOND INCLUDED WITH YOUR BID? (A LATE BID

GUARANTEE IS TREATED THE SAME AS A LATE BID)

HAVE YOU ENSURED THAT YOU HAVE NOT RESTRICTED YOUR BID BY

ALTERING THE PROVISIONS OF THE SOLICITATION?

WHEN REQUIRED, HAVE YOU ENTERED A UNIT PRICE FOR EACH BID

ITEM? (THE SOLICITATION SPECIFICALLY STATES WHEN THIS IS

NECESSARY.)

SECTION 00010 Solicitation Contract Form

BASIC WORK

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

Mobilization and Demobilization Basic Work: Dredging of Fire Island Inlet with Placement of Dredged Sand along Gilgo Beach, NY (Sheets 3-17 of the contract drawings)

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1,800,000 Cubic Yards

Removal of material, except ledge rock lying above the plane of minus 14' below mean low water with 2' allowable overdepth from the Fire Island Inlet Federal Navigation Channel and Deposition Basins as shown on the Contract drawings, with placement of dredged sand along Gilgo Beach shoreline as shown on the Contract Drawings Sheets 3-17.

NET AMT

TOTAL BASE BID CLIN 0001 – 0002 ___________________________

TOTAL BASIC WORK _________________________

NOTE 1: Bidders must bid on all items. Failure to bid on all items will be cause for rejection of the bid as non-responsive.

NOTE 2: Award of contract will be based on the responsible and responsive bidder with the lowest total price for the total of the

CLINS 0001-0002.

NOTE 3: All bidders are hereby advised that the estimated quantities for placements at Gilgo Beach are based on a beach survey performed in March and May 2017. The soundings of the channel and deposition basin are based on a hydrographic survey performed in June 2018.

NOTE 4: The Government may reject a bid as non–responsive if the prices bid are materially unbalanced between line items and if there is a reasonable doubt that the bid will result in the lowest overall cost to the Government even though it may be the low bid.

NOTE 5: Bidders are reminded that they must bid on the issued plans and specifications as amended. Any deviations, conditions, or attachments made by the bidder himself may render the bid non-responsive and may be cause for its rejection.

NOTE 6: The Basic Work should be completed in 190 calendar days.

Fire Island Inlet and Shores Westerly to Jones Inlet, New York Beach Erosion Control and Navigation Project

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING

REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 80 00 SPECIAL CONTRACT RQMTS

00 90 00 WAGE RATES

00 90 01 LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

00 90 02 CZM, WATER QUALITY CERTIFICATE AND CZM CERTIFICATION

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

DIVISION 31 - EARTHWORK

31 24 00.00 18 BEACH FILL PLACEMENT

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

-- End of Project Table of Contents --

DOCUMENT TABLE OF CONTENTS 00 01 15 Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15

LIST OF DRAWINGS

01/07

Lists the drawings for the project

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

-- End of Section Table of Contents --

DOCUMENT TABLE OF CONTENTS 00 01 15 Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15

LIST OF DRAWINGS

01/07

Lists the drawings for the project

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

Document 00 01 15 Page 2

SECTION 00 01 15

LIST OF DRAWINGS

01/07

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

Fire Island Inlet and Shores Westerly to Jones Inlet, New York, Beach Erosion Control and Navigation Project

DRAWING REVISION TITLE

NO. NO.

208 0 Fire Island Inlet and Shores Westerly to Jones Inlet.

New York Beach Erosion Control and Navigation Project

DRAWING NO. TITLE

Sheet 1 Index

Sheet 2 General Location Map

Sheet 3 Project Layout Map

Sheet 4 Channel Condition Survey

Sheet 5 Channel Condition Survey

Sheet 6 Layout and Design of Placement Area (Sta. -5+00 to 20+00)

Sheet 7 Layout and Design of Placement Area (Sta. 25+00 to 55+00)

Sheet 8 Layout and Design of Placement Area (Sta. 60+00 to 90+33)

Sheet 9 Layout and Design of Placement Area (Sta. 95+33 to 120+33)

Document 00 01 15 Page 3

DRAWING NO. TITLE

Sheet 10 Layout and Design of Placement Area (Sta. 125+33 to 150+33)

Sheet 11 Layout and Design of Placement Area (Sta. 155+33 to 180+33)

Sheet 12 Placement Area Cross Section (Sta. -5+00 to 20+00)

Sheet 13 Placement Area Cross Section (Sta. 25+00 to 50+33)

Sheet 14 Placement Area Cross Section (Sta. 55+00 to 80+33)

Sheet 15 Placement Area Cross Section (Sta. 85+33 to 110+33)

Sheet 16 Placement Area Cross Section (Sta. 115+33 to 145+33)

Sheet 17 Placement Area Cross Section (Sta. 150+33 to 180+33)

-- End of Document --

DOCUMENT TABLE OF CONTENTS 00 73 00 Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00

SPECIAL CONTRACT REQUIREMENTS

07/07 scope

PART 1 GENERAL

1.1 SUBMITTALS

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1.3 PERFORMANCE OF WORK BY THE CONTRACTORS

1.4 SUBMITTAL OF WORK TO BE PERFORMED BY THE CONTRACTOR

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS

1.7 PHYSICAL CONDITIONS

1.8 TIME EXTENSIONS

1.9 LAYOUT OF WORK

1.10 DATUM AND BENCH MARKS

1.11 ESTIMATED QUANTITIES

1.12 VARIATION IN ESTIMATED QUANTITIES

1.13 HEAD PROTECTION (HARD HATS)

1.14 SIGNAL LIGHTS

1.15 REVERSE SIGNAL ALARM

1.16 MISPLACED MATERIAL

1.17 CONTINUITY OF WORK

1.18 FINAL EXAMINATION AND ACCEPTANCE

1.19 SHOALING

1.20 INSPECTION

1.20.1 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

1.21 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.22 FUEL USAGE

1.23 OIL TRANSFER OPERATIONS

1.24 WAGE RATES

1.25 LABOR-ADDITIONAL REQUIREMENTS

1.26 NOTICE TO MARINERS

1.27 PROJECT SIGN

1.28 SAFETY SIGN

1.29 ENVIRONMENTAL LITIGATION

1.30 NOISE LEVEL CRITERIA

1.31 THE SEAGOING BARGE ACT (46 USC 395 ET SEQ)

1.32 PERFORMANCE EVALUATION OF CONTRACTOR

1.33 PRICING OF ADJUSTMENTS

1.34 BID GUARANTEE

1.35 EQUAL OPPORTUNITY PREAWARD CLEARANCE OF SUBCONTRACTS

1.36 SPECIAL PROHIBITION ON EMPLOYMENT

1.37 SUPERINTENDENCE OF SUBCONTRACTS

1.38 PROCEDURES FOR SUBMISSION AND PAYMENT OF ALL CONTRACT PAYMENTS

1.39 SUBMISSION OF CLAIMS

1.40 SCHEDULING AND DETERMINATION OF PROGRESS

DOCUMENT TABLE OF CONTENTS 00 73 00 Page 2

1.41 SAFETY REQUIREMENTS FOR OPERATIONS ADJACENT TO POWER LINES

1.42 CRANE AND DRAGLINE SAFETY REQUIREMENTS

1.43 OPERATOR QUALIFICATIONS FOR FLOATING CRANES AND FLOATING DERRICKS

1.44 ACCIDENT PREVENTION PLAN

1.44.1 SITE LAYOUT SAFETY PLAN

1.44.2 PLACEMENT SITE SECURITY

1.45 ALTERATIONS IN CONTRACT

1.46 WARRANTY OF CONSTRUCTION

1.47 CERTIFICATES OF COMPLIANCE

1.48 RECORD DRAWINGS

1.49 DESIGNATION OF PROPERTY ADMINISTRATOR

1.50 PAYMENT FOR MATERIALS DELIVERED OFF-SITE

1.51 VERIFICATION OF SMALL BUSINESS UTILIZATION

1.52 PROTECTION OF EXISTING STRUCTURES

1.53 AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

1.54 DAMAGE TO WORK

1.55 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.56 FLOATING PIPELINES

1.57 CONTRACT INFORMATION RELEASE

1.58 QUANTITY SURVEYS

1.59 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

1.60 FIELD OFFICE

1.61 PRECONSTRUCTION CONFERENCE

1.62 DREDGING AND DREDGE RELATED MARINE WORK

1.63 PATENTS

1.64 PROTECTION OF ENVIRONMENTAL RESOURCES

PART 2 PRODUCTS

2.1 SIGNAGE

PART 3 EXECUTION

DOCUMENT TABLE OF CONTENTS 00 73 00 Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00

SPECIAL CONTRACT REQUIREMENTS

07/07 scope

PART 1 GENERAL

1.1 SUBMITTALS

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1.3 PERFORMANCE OF WORK BY THE CONTRACTORS

1.4 SUBMITTAL OF WORK TO BE PERFORMED BY THE CONTRACTOR

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS

1.7 PHYSICAL CONDITIONS

1.8 TIME EXTENSIONS

1.9 LAYOUT OF WORK

1.10 DATUM AND BENCH MARKS

1.11 ESTIMATED QUANTITIES

1.12 VARIATION IN ESTIMATED QUANTITIES

1.13 HEAD PROTECTION (HARD HATS)

1.14 SIGNAL LIGHTS

1.15 REVERSE SIGNAL ALARM

1.16 MISPLACED MATERIAL

1.17 CONTINUITY OF WORK

1.18 FINAL EXAMINATION AND ACCEPTANCE

1.19 SHOALING

1.20 INSPECTION

1.20.1 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

1.21 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.22 FUEL USAGE

1.23 OIL TRANSFER OPERATIONS

1.24 WAGE RATES

1.25 LABOR-ADDITIONAL REQUIREMENTS

1.26 NOTICE TO MARINERS

1.27 PROJECT SIGN

1.28 SAFETY SIGN

1.29 ENVIRONMENTAL LITIGATION

1.30 NOISE LEVEL CRITERIA

1.31 THE SEAGOING BARGE ACT (46 USC 395 ET SEQ)

1.32 PERFORMANCE EVALUATION OF CONTRACTOR

1.33 PRICING OF ADJUSTMENTS

1.34 BID GUARANTEE

1.35 EQUAL OPPORTUNITY PREAWARD CLEARANCE OF SUBCONTRACTS

1.36 SPECIAL PROHIBITION ON EMPLOYMENT

1.37 SUPERINTENDENCE OF SUBCONTRACTS

1.38 PROCEDURES FOR SUBMISSION AND PAYMENT OF ALL CONTRACT PAYMENTS

1.39 SUBMISSION OF CLAIMS

1.40 SCHEDULING AND DETERMINATION OF PROGRESS

DOCUMENT TABLE OF CONTENTS 00 73 00 Page 2

1.41 SAFETY REQUIREMENTS FOR OPERATIONS ADJACENT TO POWER LINES

1.42 CRANE AND DRAGLINE SAFETY REQUIREMENTS

1.43 OPERATOR QUALIFICATIONS FOR FLOATING CRANES AND FLOATING DERRICKS

1.44 ACCIDENT PREVENTION PLAN

1.44.1 SITE LAYOUT SAFETY PLAN

1.44.2 PLACEMENT SITE SECURITY

1.45 ALTERATIONS IN CONTRACT

1.46 WARRANTY OF CONSTRUCTION

1.47 CERTIFICATES OF COMPLIANCE

1.48 RECORD DRAWINGS

1.49 DESIGNATION OF PROPERTY ADMINISTRATOR

1.50 PAYMENT FOR MATERIALS DELIVERED OFF-SITE

1.51 VERIFICATION OF SMALL BUSINESS UTILIZATION

1.52 PROTECTION OF EXISTING STRUCTURES

1.53 AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

1.54 DAMAGE TO WORK

1.55 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.56 FLOATING PIPELINES

1.57 CONTRACT INFORMATION RELEASE

1.58 QUANTITY SURVEYS

1.59 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

1.60 FIELD OFFICE

1.61 PRECONSTRUCTION CONFERENCE

1.62 DREDGING AND DREDGE RELATED MARINE WORK

1.63 PATENTS

1.64 PROTECTION OF ENVIRONMENTAL RESOURCES

PART 2 PRODUCTS

2.1 SIGNAGE

PART 3 EXECUTION

Document 00 73 00 Page 3

SECTION 00 73 00

SPECIAL CONTRACT REQUIREMENTS

07/07

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Order of work;

Accident prevention plan; G Site Safety Layout Plan; G Quality control plan; G Letter appointing superintendent;

List of subcontractors;

Environmental protection plan; G Progress schedule; G Submittal register;

List of proposed products; G Work plan;

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

The Contractor will be required to commence work under this contract within five (5) calendar days after the date of receipt by him of the notice to proceed, to prosecute said work diligently and to complete the Basic Work in the number of calendar days after the date of receipt by him of the notice to proceed, as summarized in the table below.

CLIN BID SCHEDULE QUANTITY CONTRACT TIME FOR

COMPLETION(calendar days)

0001 / 0002 Mob/Demob / Basic Work

1 LS /

1,800,000 CY

Contract time for completion is based on a minimum average production rate of 12,500 cubic yards (CY) per day for dredging and placement along the Gilgo beach shoreline. Should the total quantity of material exceed the estimated quantities within the Solicitation Contract Form, additional time will be allowed at the rate of one (1) calendar day for each 12,500 cubic yards in excess of the established limit. The time stated for completion shall include final clean up.

Document 00 73 00 Page 4

The entire work is estimated to cost approximately $25,000,000.00 to $100,000,000.00.

Location: The work described within these specifications involves the dredging of Fire Island Inlet Federal Navigation Channel and Deposition Basin with placement of the material dredged along the shoreline approximately 14,500 to 31,500 feet west of the inlet.

The Contractor shall furnish all materials, plant, labor, equipment and services (except for those furnished by the Government) for the dredging of material from the Fire Island Inlet Federal Navigation Channel and Deposition Basin with placement of the material dredged along the shoreline at Gligo beach as shown on the contract drawings.

The contractor must bid on all items of the bid schedule. CLIN 0002 a require dredging to the plane of -14 feet Mean Lower Low Water (MLLW) plus 2 feet allowable overdepth, with subsequent placement of sand along the Gilgo Beach shoreline.

Based on the plans and specifications survey performed in June 2018 and historical shoaling rates the quantity anticipated to be available to be dredged is approximately 1,800,000 CY from the contract areas in Fire Island Inlet and Deposition Basins. For a detailed breakdown of quantity available to be dredged, see paragraph 1.11 "ESTIMATED QUANTITIES" in this Section of the Specifications.

The current New York State Department of Environmental Conservation (NYSDEC) Water Quality Certificate (WQC) for the maintenance dredging of Fire Island Inlet, NY Federal Navigation Project with beach placement at Gilgo, NY is included in Section 00 90 02. The contractor must comply with all conditions of the NYSDEC WQC.

The Apparent Low Bidder is required to obtain Environmental Clearance on all quantity as per the Supply/Services (Price) Schedule.

All work shall be in accordance with the drawings and specifications or instructions attached hereto and made a part thereof, or to be furnished hereafter by the Contracting Officer and subject in every detail to his supervision, direction, and instructions.

1.3 PERFORMANCE OF WORK BY THE CONTRACTORS

The Contractor shall perform on the site, and with its own organization, work equivalent to at least forty (40) percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performance of the work, Contractor requests a reduction and the Contracting Officer and/or his Representative determines that the reduction would be to the advantage of the Government. (FAR 52.236-01)

1.4 SUBMITTAL OF WORK TO BE PERFORMED BY THE CONTRACTOR

Document 00 73 00 Page 5

The Contractor shall furnish the Contracting Officer and/or his Representative within five (5) days after award of the contract a list of items of work he will perform with his own forces and the estimated cost of those items. The percentage of work that must be performed by the Contractor is stated in the Special Contract Requirement entitled, "PERFORMANCE OF WORK BY THE CONTRACTOR".

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

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 $2,213 for each calendar day of delay until the work is completed or accepted.

b. In the event the contract is terminated for default, 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.(FAR 52.212-5)

1.6 CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS

(a) The Government will provide to the Contractor, without charge, two (2) sets 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;

(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 in general govern over small-scale drawings. Information and data provided in contract specifications shall govern over similar information and data specified in contract 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

Document 00 73 00 Page 6 perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the following contract drawings and maps, all of which form a part of these specifications and are available in the office of the District Engineer, U.S. Army Corps of Engineers, New York District, 26 Federal Plaza, New York, N.Y. 10278- 0090:

CONTRACT DRAWING DESCRIPTION

FIRE ISLAND INLET AND SHORES WESTERLY TO JONES INLET, NEW YORK BEACH

EROSION CONTROL AND NAVIGATION PROJECT

SHEET NO. DESCRIPTION

1 Index

2 General Location Map

3 Project Layout Map

4 Channel Condition Survey

5 Channel Condition Survey

6 Layout & Design of Placement Area (Sta. -5+00 to 20+00)

7 Layout & Design of Placement Area (Sta. 25+00 to 55+00)

8 Layout & Design of Placement Area (Sta. 60+00 to 90+33)

9 Layout & Design of Placement Area (Sta. 95+33 to 120+33)

10 Layout & Design of Placement Area (Sta 125+33 to 150+33)

11 Layout & Design of Placement Area (Sta 155+33 to 180+33)

12 Placement Area Cross Section (Sta. -5+00 to 20+00)

13 Placement Area Cross Section (Sta. 25+00 to 50+33)

14 Placement Area Cross Section (Sta. 55+33 to 80+33)

15 Placement Area Cross Section (Sta. 85+33 to 110+33)

16 Placement Area Cross Section (Sta. 115+33 to 145+33)

17 Placement Area Cross Section (Sta. 150+33 to 180+33)

Document 00 73 00 Page 7

(f) The Contractor shall check all drawings furnished to him immediately upon their receipt and shall promptly notify the Contracting Officer or Contracting Officer's Representative of any discrepancies. Figures marked on drawings shall in general be followed in preference to scale measurements unless dimensions are specified.

Large-scale drawings shall in general govern over small-scale drawings.

Information and data provided in contract specifications shall govern over similar information and data specified in contract drawings. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have thereby been avoided (DOD FAR Suppl. 52.236-7002)

1.7 PHYSICAL CONDITIONS

The information and data furnished or referred to below are not intended as representations or warranties but are furnished for information only. It is expressly understood that the Government will not be responsible for the accuracy thereof or for any deduction, interpretation or conclusion drawn by the Contractor.

a. Weather Conditions. The site of the work is exposed to severe wind and wave action and the Contractor's operations are likely to be affected by ordinary storms.

(1) Fog. An examination of the records of the U.S. Weather Bureau at John F. Kennedy International Airport, New York, discloses an average of 31 days per year on which dense fog (visibility of 1/4 mile or less) occurs in the New York Harbor area. The maximum number of days in which dense fog occurred in any year was 45 in 1959. The maximum number of days in which dense fog occurred in any month was 4 days in June.

(2) Winds. Wind conditions in the New York Harbor areas (including Fire Island Inlet) are based upon hourly data obtained from NOAA's National Buoy Center (NDBC) observation at Station Long Island (44025) is provided below:

MONTH AVERAGE WIND

SPEED

(MPH)

MAXIMUM HOURLY WIND

SPEED (MPH)

JAN 18.9 48.1

FEB 17.3 49.5

MAR 16.0 48.1

APR 13.6 41.1

MAY 11.9 45.5

JUN 11.6 36.3

JUL 11.3 37.9

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AUG 11.2 51.0

SEP 13.1 52.9

OCT 15.5 47.4

NOV 16.9 45.7

DEC 18.6 50.3

Weather conditions exceeding in severity the fog conditions stated above, wind speeds exceeding the percentage shown for percent time winds over 25 mph, or wave heights exceeding 6 feet in height for more than one hour, will be considered "Unusually Severe" if delays are caused thereby to operations for more than 50% of the day under this contract.

(3) ICE. Icing within the project vicinity during the contract period is not anticipated. However, in the event that icing does occur, this will be considered to be unusually severe weather.

(4) TIDES. The mean range of tides at Democrat Point is 4.1 feet and the mean range of spring tides is 5.0 feet. Irregular fluctuations due to wind and atmospheric pressure have varied from about 10.3 feet above mean low water to about 2.5 feet below mean low water.

It should be noted that dredging operations might be affected to some extent by current conditions in and near the inlet. The currents are strong and can attain a velocity of 2.5 knots or greater at times.

b. CHANNEL TRAFFIC AND TRANSPORTATION FACILITIES. Fire island Inlet: Based on a plans and specifications survey performed on 15 & 19 March 2018 a controlling depth of approximately +5.8 feet MLLW is present at the site of the work in Fire Island Inlet, NY. Vessel traffic may cause some delay to the dredging required in these specifications.

e. BRIDGE AND UTILITY CROSSINGS. A search of the regulatory files within the New York District Corps of Engineers disclosed the existence of the following submarine cable may exist:

Permit No. 1195 - A submarine cable at a depth of 3 (three) feet below the natural bottom depth (at the time of installation) between Captree State Park and Fire Island (Coast Guard Station).

The Contractor shall take all necessary precautions to prevent damage to the submarine cable. The Contractor is required to coordinate with the owner, if such action is necessary, to mark or move the cable in order to avoid interference with dredging operations. Copy of the permit is available upon request. Please allow sufficient lead time.

f. CHANNEL TRAFFIC. Vessel traffic at Fire Island Inlet consists of Coast Guard vessels, party fishing vessels and numerous pleasure craft and other shallow draft vessels. Ocean Parkway serves the locality.

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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 Rivers and Harbors Act in such 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 the completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles and other marks placed by him under the contract in navigable waters or on shore.

h. NAVIGATION AIDS. The Contractor shall not relocate or move any aids to navigation that have been established by the U.S. Coast Guard. If it becomes necessary to have any aid to navigation moved in order to complete dredging operations under this contract, the Contractor shall notify the appropriate Coast Guard Office, with a copy to the Contracting Officer and/or his Representative, not less than 30 days prior to the need for movement. The Contractor shall notify the appropriate Coast Guard Office of the approximate time of completion of dredging.

i. LOCATION. The location of the work to be done under these specifications is at Fire Island Inlet and Gilgo Beach, New York. Fire Island Inlet and Gilgo Beach is located along the south shore of Long Island in Suffolk County, Long Island. Fire Island is approximately 50 miles by water from the Battery Park, New York City. The Gilgo beach placement area is located approximately 2.7 miles west of Fire Island Inlet.

j. LAYING OF SUBMERGED PIPELINES & OBSTRUCTIONS OF CHANNEL. Should it become necessary in the performance of this contract to use a submerged pipeline across a navigable channel, the Contractor shall notify the Contracting Officer in writing to be received in the District office at least ten working days prior to the desired closure of the channel date.

This notification shall furnish the following:

(1) Location (Channel Centerline Stationing) and depth (over the top of the pipeline) at which the submerged line will be placed or removed;

(2) The desired length of time the channel is to be closed for installation or removal of the pipeline;

(3) The date and hour placement or removal will commence;

(4) The date and hour of anticipated completion; and

(5) The name and telephone number of the person to be contacted for information and response to any emergency condition.

k. The Coast Guard has indicated that the requirements of navigation may make it necessary to establish times other than those requested. IT SHALL

BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE HIS PLANS WITH THE U. S.

COAST GUARD SUFFICIENTLY IN ADVANCE OF THE PLANNED CLOSING TO PREVENT DELAY

TO THE DREDGING OPERATIONS AND COMPLY WITH THE U. S. COAST GUARD

REQUIREMENTS.

l. BRIDGE-TO-BRIDGE RADIO TELEPHONE EQUIPMENT. In order that radio telephone communication may be made with passing vessels, all dredges engaged in work under the contract shall be equipped with and operate bridge to bridge radio telephone equipment shall operate on VHF Channel 13 (156.65 MHz with low power output having a communication range of approximately ten

(10) miles). The frequency has been approved by the Federal Communication Commission.

1.8 TIME EXTENSIONS

a. Time extensions for contract changes will depend upon the extent, if any, by which the changes cause delay in completion of the various elements of construction. The change order granting the time extension may provide that the contract completion date will be extended only for those specific elements related to the changed work and that the remaining contract completion dates for all other portions of the work will not be altered.

The change order also may provide an equitable readjustment of liquidated damages under the new completion schedule.

b. If a time extension is required due to adverse weather conditions, the contractor must chronologically list each day that was lost due to adverse weather conditions with his daily reports. The Contracting Officer or his Representative will examine whether the contractor is entitled to a time extension. The adverse weather days must prevent work for 50% or more of the contractor's work day and delay work critical to the timely completion of the project. The Contracting Officer or his/or her Representative will convert any delays meeting the above requirements to calendar days and issue a modification in accordance with Contract Clause "CHANGES".

1.9 LAYOUT OF WORK

The Government will provide the basic horizontal control data (coordinated triangulation stations) in the area. The Contractor shall compute and establish in the field all range points required for the proper discharge of his functions. The Contractor shall be responsible for the accuracy of the range points and its computations. The Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, range markers, tide staffs and labor as may be required in laying out any part of the work. The Contractor will be held responsible for the execution of the work to such lines and grades as required or indicated by the Contracting Officer or his representative. It shall be the responsibility of the Contractor to maintain and preserve all established stakes, markers, etc. The Contractor may be required to suspend dredging at any time when for any reason the gauges or ranges cannot be seen or properly followed.

Contractor shall contact the New York District Survey Section at (201) 333- 0284 for any future reference to horizontal control data.

1.10 DATUM AND BENCH MARKS

Generally, elevations in these specifications refer to the plane of Mean Lower Low Water Datum (MLLW) below the North American Vertical Datum of 1988 (NAVDS88). The plane of MLLW below the North American Vertical Datum of 1988 (NAVD88) of the current EPOCH (1983-2001) is pertinent to the Fire Island Inlet Federal Navigation Channel and is determined by NOAA's VDATUM (version 2.3.3).

BENCH MARK: WAR 22

ELEVATION: 14.28 NGVD 1929 FEET

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BENCH MARK: NSRS S-375 1956 FEET

ELEVATION: 8.547 FEET NGVD 1929

All control needs to be verified.

The contractor may contact the New York District Survey Section at (201) 309-2332 for assistance in establishing the location of the bench marks and the tide gages.

1.11 ESTIMATED QUANTITIES

The total estimated quantities of fill material needed to be removed from the channel and deposition basins and placed as fill in the project area within the specified limits to complete the work described in this specification, as computed form the information shown on the contract drawings, are as indicated on the price schedules

Distribution of volumes from the Plans and Specifications survey performed in June 2018 is summarized below:

WORK AREA REQUIRED

DREDGING

DEPTH (FT.)

MEAN LOWER

LOW WATER

(MLLW)

CHANNEL

AND DEPO

BASINS TO

GRADE

(CY)

CHANNEL

AND DEPO

BASINS

OVERDEPTH

2FEET

(CY)

SLOPE TO

GRADE

(CY)

SLOPE

OVERDEPTH

2FEET

(CY)

ESTIMATED

TOTAL (CY)

DREDGING

AREA

14 1,498,710 572,685 100,485 38,375 2,210,255

Total Estimated Quantity Available per the Plans and Specifications Survey:

2,210,255 CY

The Anticipated volume to be dredged is approximately 1,800,000 CY. An updated survey will be performed.

The total estimated quantities of fill material needed to be removed from the channel and deposition basins and placed as fill in the project area within the specified limits to complete the work described in this specification, as computed from the information shown on the contract drawings, are as indicated on the price schedule.

Fire Island Inlet and Shores Westerly to Jones Inlet, New York Beach Erosion Control and Navigation Project

SURVEY STATION ANTICIPATED PLACEMENT

VOLUME (CY)

Basic Work 0+00 - 170+33 1,800,000

The Contractor shall be required to survey the placement area prior to starting work (dredging & placement).

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Above estimated quantities were computed from the data shown on the contract drawings. The quantities that may be removed and paid for will be computed by the Triangulated Irregular Network (TIN) method or average end area method as indicated in the Technical Specifications, Section 01 22 00.00 10, entitled "MEASUREMENT AND PAYMENT."

1.12 VARIATION IN ESTIMATED QUANTITIES

Where the quantity of a pay item in this contract is an estimated quantity and where the actual quantity of material within the required dredging prism varies more than fifteen percent (15%) above or below the stated estimated quantity within the required dredging prism, an equitable adjustment in the contract unit price will be made upon the demand of either party. The equitable adjustment will be based upon any increase or decrease in costs due solely to the variations above one-hundred fifteen percent (115%) or below eighty-five percent (85%) of the estimated quantity. An adjustment in the contract unit price will also apply to that part of the actual quantity of allowable overdepth material above one-hundred fifteen percent (115%) or below eighty-five percent (85%) of the estimated quantity. (UAI 52.211-5001 Variation in Estimated Quantities MAR 1995)

1.13 HEAD PROTECTION (HARD HATS)

THE ENTIRE WORK SITE UNDER THIS CONTRACT IS DESIGNATED AS A HARD HAT AREA.

The Contractor shall post the area in accordance with the requirements of paragraph 05.D.01, EM 385-1-1, and shall ensure that all prime and subcontractor personnel, vendors, and visitors utilize hard hats while within the project area. (EM 385-1-1 15 NOV. 2014)

1.14 SIGNAL LIGHTS

The Contractor shall display signal lights and conduct his operations in accordance with the General Regulations of the Coast Guard governing lights and day signals to be displayed by towing vessels with tows on which no light signals can be displayed. Vessels working on wrecks, dredges, and vessels engaged in laying cables or pipe or in submarine or bank protection operations, lights to be displayed on dredge pipelines, and day signals to be displayed by vessels of more than 65 feet in length moored or anchored in a fairway or channel, and the passing by other vessels of floating plant working in navigable channels, as approved by the Commandant, U.S. Coast Guard with respect to vessels on the high seas (33 CAR 81 App. A-72 COLREGS, Part C), vessels in inland waters (33-CFR 93.18 - 93.31a), and vessels in western rivers (33 CFR 95.5.51 - 95.70)), as applicable. (DAEN-PRP Ind dtd.

12 Sep. 83)

1.15 REVERSE SIGNAL ALARM

a. All construction equipment, except light service trucks, panels, pickup trucks, station wagons, crawler-type cranes, power shovels and draglines, whether moving alone or in combination shall be equipped with reverse signal alarms. The alarm shall be mounted on the rear of the equipment and shall be protected or constructed as to withstand severe wear and tear, adverse weather and unfavorable environmental working conditions and shall be certified by the manufacturer to fully meet the following performance standards.

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b. The alarm shall produce a relatively pure tone which shall peak within the American National Stds. Inst. standard octave passband of 600 to 2400 cycles per second and shall produce a 0.2 to 0.5 second audible warning within the initial three (3) feet of backward movement of the vehicle on which it is mounted and at regular intervals, not to exceed three (3) seconds throughout the backward movement. The alarm shall automatically stop when backward movement ceases. The sound intensity of the alarm shall range from and not exceed 90-100 db (decibels) at a horizontal distance of five feet from the alarm.

c. Actuation of the alarm shall be automatic by direct connections to any part of the equipment that moves or acts in a manner distinctive only to the rearward movement of the vehicle with no manual controls of any kind between the source of actuation and the alarm. Where application of this requirement to specific types of the equipment has impractical application, other means of actuation may be used upon written approval of the Contracting Officer and/or his Representative or his representative.

d. The use of the alarm shall be in the addition to prescribed requirements for signalmen.

1.16 MISPLACED MATERIAL

Should the Contractor during the progress of the work, lose, dump, throw overboard, sink, or misplace any material, plant, machinery, or appliance, which in the opinion of the Contracting Officer and/or his Representative may be dangerous to or obstruct navigation, the Contractor shall recover and remove the same with the utmost dispatch. The Contractor shall give immediate notice, with description and location of such obstructions, to the Contracting Officer and/or his Representative or inspector, and when required shall mark or buoy such obstruction until the same are removed.

Should he refuse, neglect, or delay compliance with the above requirements, such obstructions may be removed by the Contracting Officer and/or his Representative, and the cost of such removal may be deducted from any money due or to become due to the Contractor, or may be recovered under his bond.

The liability of the Contractor for the removal of a vessel wrecked or sunk without fault or negligence shall be limited to that provided in Sections 15, 19, and 20 of the Rivers and Harbors Act of March 3, 1899 (33 USC. 410 et seq.).

1.17 CONTINUITY OF WORK

No payment will be made for work done in any area designated by the Contracting Officer and/or his Representative until the full depth required under the contract is secured in the whole of such area, unless prevented by ledge rock; nor will payment be made for excavation in any area not adjacent to and in prolongation of areas where full depth has been secured except by decision of the Contracting Officer or Contracting Officer's Representative.

Should any such nonadjacent area be excavated to full depth during the operations carried on under the contract, payment for all work therein may be deferred until the required depth has been made in the area intervening.

The Contractor may be required to suspend dredging at any time when for any reason the gauges or ranges cannot be seen or properly followed.

1.18 FINAL EXAMINATION AND ACCEPTANCE

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a. CHANNEL AND DEPOSITION BASINS: As soon as practicable after the completion of the entire work, as in the opinion of the Contracting Officer and/or his Representative, will not be subject to damage by further operation under the contract, such work will be thoroughly examined at the cost and expense of the Government by sounding or by sweeping, or both, as determined by the Contracting Officer and/or his Representative. [Only after the contractor has submitted a complete survey of the entire contract area(s), and submitted mapping and all data acquired to create such map, will the government perform its survey. Raw data, edited survey data with all supporting files and documentation, and all data generated during such work shall be furnished by the Contractor to the Contracting Officer and/or his Representative.] Should any shoals, lumps, or other lack of contract depth be disclosed by this examination, the Contractor will be required to remove same by dredging at the contract rate for dredging or by other method approved by the contracting officer, but if the bottom is soft and the shoal areas are small and form no material obstruction to navigation, the removal of such shoals may be waived by the discretion of the Contracting Officer and/or his Representative. The Contractor or his authorized representative will be notified when soundings and/or sweepings are to be made, and will be required to accompany the survey party. When the entire contract area(s) is found to be in a satisfactory condition, it will be accepted as final. Should more than two soundings or sweeping operations by the Government over an area be necessary by reason of work for the removal of shoals disclosed at a prior sounding or sweeping operations, this work will be charged against the Contractor. The rate for each day in which the Government plant is engaged in such sounding or sweeping operations and/or is en route to or from the site or held, for the Contractor's convenience, at or near the site for these operations shall be $12,500.

b. BEACH FILL: As soon as practicable but not more than 7 days after receipt of written notification from the Contractor certifying that the work is complete, and as in the opinion of the Contracting Officer and/or Contracting Officer Representative the completed beach fill will not be subject to damage by further operations, the Contractor will perform surveys on 500-foot sections of completed work or "Acceptance sections" as provided for elsewhere herein. Limits of acceptance sections shall be determined by the Contracting Officer or Contracting Officer Representative. Acceptance sections shall not be less than 500 feet in length unless the Contracting Officer determines that a shorter section is necessary. Should this examination disclose deficiencies of material in the hydraulic fill section above mean high water the contractor shall be required to place additional material until the fill requirements are met, or if examination shows material has been deposited elsewhere than in places designated or approved by the Contracting officer, the Contractor may be required to remove such misplaced material and deposit it elsewhere, at his expense. The Contractor will notify the Government at least three (3) days in advance of performing surveys so that a Government's representative can accompany the survey party. When the area is found to be in a satisfactory condition, it will be accepted finally.

The cost for all surveys for progress payments shall be borne by the contractor.

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Beach Erosion Control and Navigation Project

Final acceptance of the entire work and the deductions or corrections of deductions made thereon will not be reopened after having once been made, except on evidence of collusion, fraud, or obvious error, and the acceptance of the entire work shall not change the time of payment of the retained percentages of the whole or any part of the work.

c. The entire area within the contract limits will be surveyed for final examination and acceptance. This contract has no partial acceptance areas.

d. All hydrographic survey data is to be collected in accordance with the Army Corps of Engineers manual EM-1110-2-1003.

e. Any survey related disagreement(s) as it pertains to this contract must be submitted in writing to the Contracting Officer or his Representative within 5 business days of occurrence of such survey related event. Failure to notify the Contracting Officer or his representative within 5 business days of such survey related event disqualifies the Contractor from any such related claims.

1.19 SHOALING

If, before the contract is completed, shoaling occurs in the finished channel because of the natural lowering of the side slopes, re-dredging at the contract price, within the limit of available funds, may be done if agreeable to both the Contractor and the Contracting Officer and/or his Representative.

1.20 INSPECTION

The inspectors will assess whether the gauges, ranges, location marks and limit marks are maintained in proper order; but the presence of the inspector shall not relieve the Contractor of the responsibility for the proper execution of the work in accordance with the specifications. The Contractor will be required:

a. To furnish, on the request of the Contracting Officer and/or his Representative or any inspector, the use of such boats, boatmen, laborers, a part of the ordinary and usual equipment and crew of the dredging plant as may be reasonably necessary in inspecting and supervising the work. However, the Contractor will not be required to furnish such facilities for the surveys prescribed in the clause entitled: "Final Examination and Acceptance."

b. To furnish, on the request of the Contracting Officer or the Contracting Officer's Representative or any inspector, suitable transportation from all points on shore designated by the Contracting Officer and/or his Representative to and from the various pieces of plant and to and from the placement area. Should the Contractor refuse, neglect, or delay compliance with these requirements, the specific facilities may be furnished and maintained by the Contracting Officer or Contracting Officer Representative, and the cost thereof will be deducted from any amounts due or to become due to the Contractor.

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Beach Erosion Control and Navigation Project

1.20.1 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

The Contractor shall furnish regularly to Government inspectors onboard the dredge or other craft upon which they are employed a suitable separate room for an office. The room shall be fully equipped and maintained to the satisfaction of the Contracting Officer and/or his Representative; it shall be properly heated, ventilated, and lighted, and shall have a desk which can be locked, and a chair for each inspector, and washing conveniences. In addition, the Contractor shall provide a suitable sleeping area for use by the Government inspector when weather or sea conditions preclude safe transfer to shore. The entire cost to the Contractor for furnishing, equipping and maintaining the foregoing accommodations shall be included in the contract price. If the Contractor fails to meet these requirements, the Contracting Officer and/or his Representative will secure the facilities referred to above, and the cost thereof will be deducted from payments to the Contractor.

1.21 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

a. Allowable costs for construction of 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 when the Government can determine both ownership and operating costs for each piece of equipment or equipment groups of similar serial and series from the contractor's accounting records. When both ownership and operating costs cannot be determined from the contractor's accounting records, equipment costs shall be based upon the applicable provision of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region I.

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 effect at the time of negotiations shall apply. For retrospective pricing, the schedule in effect at the time the work was performed shall apply.

b. Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36 substantiated by certified copies of paid invoices. Rates for equipment rented from an organization under common control, lease-purchase or sale-leaseback arrangements will be determined using the schedule except that rental costs leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated leases are allowable. Costs for major repairs and overhaul are unallowable.

c. When actual equipment costs are proposed and the total amount of the pricing action is over $25,000, cost or pricing data shall be submitted on Standard Form 1411, "Contract Pricing Proposal Cover Sheet." By submitting cost or pricing data, the contractor grants to the contracting officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. After price agreement the contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

1.22 FUEL USAGE

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The Contractor shall furnish the Contracting Officer and/or his Representative a report, to be received on or before the last day of the calendar month, listing the totals of fuels consumed by the dredging plant, supporting vessels, and other construction equipment. The report shall list the quantities of different fuels separately. The report shall cover the period from the 25th of the preceding month to the 25th of the current month.

1.23 OIL TRANSFER OPERATIONS

The Contractor shall assure that oil transfer operations to or from his plant comply with all Federal, state, municipal laws, codes and regulations (See attachment F of Section 00 90 01 for regulation on "Oil and Hazardous Material Transfer Operations" - 33 CFR 156). Particular attention is invited to 33 CFR Subchapter O, Pollution. The Contractor shall incorporate in the accident prevention program, submitted in compliance with Section 00 70 00, contract clause "ACCIDENT PREVENTION," sufficient information to demonstrate that all fuel transfers will be made in compliance with 33 CFR 156 and any other applicable laws, codes and regulations. (NAP-1/81)

1.24 WAGE RATES

The attached schedule of wage rates contains rates applicable to all work under this contract (see Section 09 00 00). This project is classified as both heavy construction and dredging.

1.25 LABOR-ADDITIONAL REQUIREMENTS

Fringe benefits statement: The method of payment of applicable fringe benefits will be indicated on DD From 879,…