W912DS20B0016 Montauk Point Lighthouse _Specification 10 23-2020.pdf

NEW YORK DISTRICT

Hurricane and Storm Damage Reduction

Project

Montauk Point Lighthouse

Revetment Stabilization Project

Suffolk County, New York

Specifications

September 18TH, 2020

IFB NO. W912DS-20-B-0016

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Montauk Point Lighthouse MONTAUKPOINTLH

SPECIFICATIONS

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 00 01 COVER SHEET

00 00 02 CHECK LIST FOR BIDDERS

00 01 15 LIST OF DRAWINGS

00 10 00 SF 1442 AND BIDDING SCHEDULE

00 21 16 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 90 00 WAGE RATES

00 90 01 TRANS-ATLANTIC SUBMARINE CABLES

00 90 02 SOIL REPORTS

00 90 03 WAVE IMPACT

00 90 04 MONTAUK POINT SITE PHOTOS

00 90 05 NYS DEC WATER QUALITY CERTIFICATION

00 90 06 KIOSKS DETAIL

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 36 00 CONSTRUCTION MANAGEMENT PLAN (CMP)

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 13 33 TIMBERWORK

DI VI SI ON 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 31 13 CHAIN LINK FENCE

32 92 19 SEEDING, TERRACING, AND VEGETATING

32 93 19 STAGING PLANTING PLAN

PROJECT TABLE OF CONTENTS Page 1

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DOCUMENT 00 00 02 Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

Pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications," see sheet G-001 for the list of drawings for this project.

1.2 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.2.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

Subsurface data, not specified or indicated, have been obtained by the Government at this station. The data are available for examination by prospective bidders and is attached to this package, refer to section

00 90 02 SOIL REPORTS.

1.2.2 Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders and is attached to this package. The soils report is included as part of the solicitation.

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DOCUMENT 00 01 15 Page 2

SECTION 00 10 00

SF 1442 AND BIDDING SCHEDULE

PART 1 GENERAL

1.1 SF 1442 SOLICITATION, OFFER, AND AWARD

To be provided by Contracting Division.

PART 2 PRODUCTS

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SECTION 00 21 16

INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

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SECTION 00 45 00

REPRESENTATIONS AND CERTIFICATIONS

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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SECTION 00 72 00

CONTRACT CLAUSES

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

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SECTION 00 90 00

WAGE RATES

PART 1 GENERAL

1.1 NOTE:

Refer to SF 1442

PART 2 PRODUCTS

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DOCUMENT 00 90 00 Page 1

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SECTION 00 90 01

TRANS-ATLANTIC SUBMARINE CABLES

PART 1 GENERAL

1.1 DESCRIPTION

Trans-Atlantic Submarine Cables map

PART 2 PRODUCTS

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DOCUMENT 00 90 01 Page 1

DOCUMENT 00 90 01 Page 2 tel ep ho ne telephone, Atlantic-1 North Cable

Sources: Esri, HERE, DeLorme, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), MapmyIndia, NGCC, © OpenStreetMap contributors, and the GIS User Community

0 2 4 6 81 Miles

Submarine cable locations data source:

HSIP Gold 2012 (Homeland Security).

Depicts the locations of submarine cables as defined by the NOAA Electronic Navigation Charts and the NOAA Raster Nautical Charts.

OFFSHORE CABLES

SECTION 00 90 02

SOIL REPORTS

PART 1 GENERAL

1.1 DESCRIPTION

The following documentation includes borings and sieve analyses for the Montauk Point Lighthouse project site.

Documentation including boring location map and engineers field boring logs.

PART 2 PRODUCTS

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DOCUMENT 00 90 02 Page 1

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A-3-1

Boring Logs and Sieve Analyses

A-3-2

A-3-3

A-3-4

A-3-5

A-3-6

A-3-7

SECTION 00 90 03

WAVE IMPACT

PART 1 GENERAL

1.1 DESCRIPTION

Wave Impact Map attached.

PART 2 PRODUCTS

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SECTION 00 90 04

MONTAUK POINT SITE PHOTOS

PART 1 GENERAL

1.1 DESCRIPTION

Photos including 1992-93 Construction, terracing construction and photos of the bunker.

PART 2 PRODUCTS

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DOCUMENT 00 90 04 Page 1

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SECTION 00 90 05

NYS DEC WATER QUALITY CERTIFICATION

PART 1 GENERAL

1.1 DESCRIPTION

The Water Quality Certification is attached.

Following condition in the Water Quality Certificate will be performed by others.

5. Construction Monitoring

6. Biological Monitoring

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SECTION 00 90 06

KIOSKS DETAIL

PART 1 GENERAL

1.1 DESCRIPTION

USACE will provide the origianl CAD file upon request.

PDF file attached

PART 2 PRODUCTS

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DOCUMENT 00 90 06 Page 1

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SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 FAR 52.211-10, COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. The Contractor must be required to (i) commence work under this contract within five (5) calendar days after the date the Contractor receives the Notice to Proceed, (ii) prosecute the work diligently, and

(iii) complete the entire work ready for use, not later than 7 50 calendar days after the date the Contractor receives the notice to proceed.

b. The Contractor must furnish all labor, materials, equipment, and services as indicated.

c. All work must 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.

1.2 DFARS 236.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

This project is estimated between $10,000,000 and $25,000,000.

1.3 AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

Do not inflict damage upon land and properties outside the authorized construction area by unwarranted entry upon, passage through, damage to, or disposal of, material on such land or property. The Contractor may make a separate agreement with any other party, regarding the use of, or right to, land or facilities outside the contract area. If such an agreement is made, it must be in writing and a copy must be provided to the Contracting Officer. The Contractor must hold and save the Government, its officers, and agents free from liability arising from trespassing or damage occasioned by his operations.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The Montauk Point Lighthouse and its associated buildings are a National Historic Landmark.

The work includes the rehabilitation of an existing stone revetment/seawall surrounding the Montauk Point Lighthouse, Suffolk County, New York. The revetment will be rehabilitated to protect the lighthouse and associated cultural resources situated on top of the bluff from damage due to erosion and wave impact from ocean waves and storm surge and incidental related work.

1.4.2 Location

The work is located at the in Suffolk County, New York, between the Atlantic Ocean and Block Island Sound at the easternmost end of the south

SECTION 01 11 00 Page 1 e3enmjas Highlight fork of Long Island. Specifically, the work site is at the Montauk Point Lighthouse complex, 2000 Montauk Highway, Montauk, NY 11954, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.5 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.6 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.6.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

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SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G , RO

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 No Smoking Policy

Smoking is prohibited within project site, except in designated smoking areas. This applies to entire project site and all structures within it.

Discarding tobacco materials other than into designated tobacco receptacles is prohibited. The Contracting Officer will identify designated smoking areas.

SECTION 01 14 00 Page 1

1.3.2 Working Hours

Working hours are 24 hours per day, 7 days per week.

1.3.3 WORKING CONDITIONS

Comply with paragraph Fatigue Management Plan (FMP) of EM 385-1-1 .

1.3.4 Work Outside Daylight Hours

Work outside daylight hours requires Contracting Officer approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.3.5 Prohibited Trucking and Work days

Contractor must suspend the trucking of stone through the hamlet of Montauk, en route to the project site on the following dates:

Location Date Occasion Daytime/Nighttime Work on Site

Town 24th, March St. Patricks Day No Daytime Trucking Yes

Town/Parks 24th-27th May Memorial Day Weekend

No Daytime/Nighttime Trucking

Yes

Town/Parks 3rd-7th July 4th July Weekend No Daytime/Nighttime Trucking

Yes

Parks Two days during Jun-Aug

Lighthouse Concerts

No Daytime/Nighttime Trucking

No

Parks 2nd Sunday July Lighthouse Traithalon

No Daytime/Nighttime Trucking

NO

Parks One Weekend during Aug

Lighthouse weekend

No Daytime/Nighttime Trucking

No

Town/Parks 30 Aug-2nd Sept Labor Day weekend

No Daytime/Nighttime Trucking

Yes

Parks Last Sunday Sept Traithalon No Daytime/Nighttime Trucking

No

Town/Parks 12th-13th Oct Columbus Day Fall weekend

No Daytime Trucking Yes

Town 31st Oct Halloween No Daytime Trucking Yes

SECTION 01 14 00 Page 2

Location Date Occasion Daytime/Nighttime Work on Site

Town 24th, March St. Patricks Day No Daytime Trucking Yes

Parks Saturday after Thanksgiving

Lighthouse Lighting

No Daytime/Nighttime Trucking

No

1.3.6 Off Limits Areas

Portions of the Lighthouse property may not be accessible or cannot be used to access the top of the bluff during construction. Given that the Lighthouse is a historic landmark much of the lighthouse property not specific to the project work should be off limits. Safety anchoring for terracing work will be allowed as approved by the Contracting Officer.

1.3.7 Utility Cutovers and Interruptions

In the event that utility work is needed, the following applies to this contract:

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to four hours. This time limit includes time for deactivation and reactivation.

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SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Weight Certificates

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization

1.2.1.1 MOBILIZATION

Mobilization shall include all costs for preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and other work performed prior to actual commencement of work. The Contractor shall furnish and set up necessary general facilities, as are required by local, county, state or Federal laws, regulations or codes. The cost of required insurance and bonds and/or any other similar significant initial expense required for the initiation of the contract work shall be included in this item. The determination of the adequacy of the Contractor's facilities, except as required by local, county, state or Federal laws or regulations, shall be made by the Contractor.

1.2.1.2 DEMOBILIZATION

Demobilization shall consist of all activities and costs for movement of personnel, equipment, and supplies/materials not used in this contract, including the disassembly, removal and site cleanup of any temporary offices, buildings, or other facilities assembled on the site for this

SECTION 01 22 00.00 10 Page 1 contract. Upon completion of work, the Contractor shall restore all access areas to the same or otherwise specified condition.

The Contractor shall mark the positions of each grade stake, and to remove them after completion of the project. Contractor shall be held responsible for accounting for 100% removal of all grade stakes, as they pose a serious public safety hazard as the fill erodes and any remaining stakes become exposed in the surf. All stakes should be metal pipes, so that they can be pulled out intact, and located with a metal detector, if necessary.

1.2.1.3 PAYMENT SCHEDULE

All costs connected with the mobilization and demobilization of the Contractor's personnel, equipment, supplies, and materials will be paid for the contract lump sum price for this item. Sixty percent (60%) of the lump sum price will be paid to the Contractor upon completion of his mobilization to the work site. The remaining forty percent (40%) will be included in the final payment for work under this contract.

In the event that the Contracting Officer and/or his representative (COR) considers that the amount in this item which represents mobilization (60%) does not bear a reasonable relation to the cost of work in this contract, the Contracting Officer may require the Contractor to produce cost data to justify this portion of his bid. Failure to justify such price to the satisfaction of the Contracting Officer/COR, will result in payment, upon completion of mobilization, of actual mobilization costs as determined from the cost data submitted by the Contractor. Payment for the remainder of this item will be included in final payment for work under this contract. The determination of the Contracting Officer/COR is not subject to appeal.

1.2.2 Vibration Monitoring

1.2.2.1 Payment

All work for Vibration Monitoring shall be included in the Vibration Monitoring Line Item on the Bid Schedule.

1.2.2.2 Unit of Measure

Unit of measure: JOB.

1.2.3 Relocate concrete Bunker

1.2.3.1 Payment

Payment will be made for the relocation on site of the lighthouse bunker.

1.2.3.2 Unit of Measure

Unit of measure: JOB.

1.2.4 Two Kiosk as per provided Plan Documentation in the Specification

Payment will be made for the construction of the kiosks as indicated.

1.2.4.1 Unit of Measure

Unit of measure: JOB.

SECTION 01 22 00.00 10 Page 2

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Remove, Dispose, and Replace Chain Link Fence

1.3.1.1 Payment

Payment will be made for costs associated with the removal, disposal and replacement of the existing chain link fence.

1.3.1.2 Measurement

The total quantity of existing chain link fence removal, disposal and replacement must be measure in linear feet.

1.3.1.3 Unit Of Measure

Unit of measure: linear feet.

1.3.2 Excavation

1.3.2.1 Payment

Payment will be made for costs associated with excavation, which includes removal all necessary material within the cross sections as shown to allow proper construction of the new revetment sea wall. The material removed shall be segregated, screened, and sorted into separate stockpiles (Type A armor, Type B armor, Underlayer stones, Splash Pad stones, Bedding stones, Unsuitable stones, bluff materials, sand/stones for beach fill, and debris)to be reutilize for the contract work, or as necessary be disposal off-site as directed.

1.3.2.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.2.3 Unit Of Measure

Unit of Measure: Cubic Yard

1.3.3 Type A Armor Stone-new and reusable

1.3.3.1 Payment

Payment will be in accordance with section 35 31 29.40 STONE CONSTRUCTION.

a. TYPE A Armor Stone (New)- Payment will be made for all necessary tasks

SECTION 01 22 00.00 10 Page 3

(Procurement, transportation, stockpiling, and final placement) associated with final placement of the new armor stones in-place in accordance with all pertinent contract requirements.

b. TYPE A Armor Stones (Reusable)- Payment will be made for all necessary tasks (removal, weighing, transportation, stockpiling, and final placement) associated with the final placement of the reusable armor stones in-place in accordance with all pertinent contract requirements.

1.3.3.2 Measurement

Measure stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the stone for payment on approved scales before being placed in the work. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh stone in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.3.3.3 Unit Of Measure

Unit of Measure: TON

1.3.4 Type B Armor Stone-New and Reusable

1.3.4.1 Payment

Payment will be in accordance with section 35 31 29.40 STONE CONSTRUCTION.

a. TYPE B Armor Stone (New)- Payment will be made for all necessary tasks (Procurement, transportation, stockpiling, and final placement) associated with final placement of the new armor stones in-place in accordance with all pertinent contract requirements.

b. TYPE B Armor Stones (Reusable)- Payment will be made for all necessary tasks (removal, weighing, transportation, stockpiling, and final placement) associated with the final placement of the reusable armor stones in-place in accordance with all pertinent contract requirements.

1.3.4.2 Measurement

Measure stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the stone for payment on approved scales before being placed in the work. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the

SECTION 01 22 00.00 10 Page 4 site of the work as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh stone in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.3.4.3 Unit Of Measure

Unit of Measure: TON

1.3.5 Underlayer Stone-New and Reusable

1.3.5.1 Payment

Payment will be in accordance with section 35 31 29.40 STONE CONSTRUCTION.

a. Underlayer Stones (New)- Payment will be made for all necessary tasks (Procurement, transportation, stockpiling, and final placement) associated with final placement of the new underlayer stones in-place in accordance with all pertinent contract requirements.

b. Underlayer Stones (Reusable)- Payment will be made for all necessary tasks (removal, weighing, transportation, stockpiling, and final placement) associated with the final placement of the reusable underlayer stones in-place in accordance with all pertinent contract requirements.

1.3.5.2 Measurement

Measure stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the stone for payment on approved scales before being placed in the work. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh stone in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.3.5.3 Unit Of Measure

Unit of Measure: TON

1.3.6 Splash Pad Stone-New and Reusable

1.3.6.1 Payment

Payment will be in accordance with section 35 31 29.40 STONE CONSTRUCTION

SECTION 01 22 00.00 10 Page 5

a. Splash Pad Stone (New)- Payment will be made for all necessary tasks (Procurement, transportation, stockpiling, and final placement) associated with final placement of the new Splash Pad Stone in-place in accordance with all pertinent contract requirements.

b. Splash Pad Stone (Reusable)- Payment will be made for all necessary tasks (removal, weighing, transportation, stockpiling, and final placement) associated with the final placement of the reusable Splash Pad Stone in-place in accordance with all pertinent contract requirements.

1.3.6.2 Measurement

Measure stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the stone for payment on approved scales before being placed in the work. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh stone in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.3.6.3 Unit Of Measure

Unit of Measure: TON

1.3.7 Bedding Stone (NEW)

1.3.7.1 Payment

Payment will be in accordance with section 35 31 29.40 STONE CONSTRUCTION.

Payment will be made for all necessary tasks (transportation, stockpiling, and final placement) associated with the final placement of the New Bedding Stones in-place in accordance with all pertinent contract requirements.

1.3.7.2 Measurement

Measure stone for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum is rounded to the nearest whole ton. Weigh the stone for payment on approved scales before being placed in the work. Use scales of sufficient length to permit simultaneous weighing all axle loads. Scales must be inspected, tested and sealed as directed to assure accuracy with 0.5 percent throughout the range of the scales. Certify scales located at the site of the work as to accuracy by an acceptable scales company representative prior to weighing any stone. Scales will be checked and certified before stone hauling and rechecked and recertified whenever a

SECTION 01 22 00.00 10 Page 6 variance is suspected. Furnish the scales. If commercial scales are readily available in close proximity, 10 miles of site of work, the Contracting Officer may approve the use of the scales. Weigh stone in the presence of the Government representative. The Contracting Officer may elect to accept certified weight certificates furnished by a public weighmaster in lieu of scale weights at the jobsite.

1.3.7.3 Unit Of Measure

Unit of Measure: TON

1.3.8 Bedding Stone (REUSABLE)

1.3.8.1 Payment

Payment will be in accordance with section 35 31 29.40 STONE CONSTRUCTION

Payment will be made for all necessary tasks (removal, weighing, transportation, stockpiling, and final placement) associated with the final placement of the Reusable Bedding Stones in-place in accordance with all pertinent contract requirements.

1.3.8.2 Measurement

The total quantity of material placed within the design cross sections for which payment will be made will be the theoretical quantity between the ground surfaces at the stockpile as determined by a survey and the grade and slope of the actual stockpile cross sections as surveyed.

1.3.8.3 Unit Of Measure

Unit of Measure: Cubic Yard

1.3.9 Geotextile

1.3.9.1 Payment

Geotextile installed and accepted will be paid for at the respective contract unit price in the bidding schedule. This unit price will include the cost of materials, equipment, installation, testing, and other costs associated with placement of the geotextile.

1.3.9.2 Measurement

Allowance will be made for geotextile in anchor and/or drainage trenches but no allowance will be made for waste, overlaps, damaged materials, repairs, or materials used for the convenience of the Contractor.

1.3.9.3 Unit Of Measure

Unit of Measure: Square Yard

1.3.10 Seeding, Terracing and Vegetation

1.3.10.1 Payment

The price for all new seeding, terracing and vegetating (e.g., seeds, grasses, plants, etc.) shall include the cost of furnishing all labor, materials, equipment, and incidentals necessary to complete this item in

SECTION 01 22 00.00 10 Page 7 accordance with the plans, specifications, and the directions of the Contracting Officer. The price for all terracing and vegetating shall be in square yards and shall include backfilling, topsoil, site preparation, timber terracing, staking, geotextile, fasteners, seeding, and planting.

The Contractor shall be paid for percentage complete based on determination of the Contracting Officer during installation. A pre-determined amount will be retained by the Contracting Officer payable when the conditions in Section 32 92 19 Sub Part 3.6 are met and approved as satisfactory by the Contracting Officer.

1.3.10.2 Measurement

The unit measurement for Terracing and Vegetation bid item will be based on areas finally surveyed from the final elevation at the top of splash pad to the end of the designed slope (1V:1H) intersects the existing grade (see sheet C-303 for clarification on measurement).

1.3.10.3 Unit Of Measure

Unit of Measure: Square Yard

1.3.11 Excess Material for Placement as Beach fill

1.3.11.1 Payment

Payment will be based on the quantity of the suitable excavated material eventually placed within the specified beachfill location..

1.3.11.2 Measurement

The total quantity of beach fill material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for excess beach fill outside the required slope lines unless authorized.

1.3.11.3 Unit Of Measure

Unit of Measure: Cubic Yard

1.3.12 Off-Site Unsuitable Stones Disposal (all sizes)

1.3.12.1 Payment

Payment will be for offsite disposal of stone material segregated, sorted, and stockpiled under CLIN 0002 Excavation

1.3.12.2 Measurement

In place volume stockpiled material as determined by licensed survey

1.3.12.3 Unit of Measure

Unit of Measure: Cubic yard

SECTION 01 22 00.00 10 Page 8

1.3.13 Off-site Debris Disposal (non-stone)

1.3.13.1 Payment

Payment will be for off-site disposal of non-stone debris (including but not limited to vegetation, old geotextile, floating debars, removed terrace material, etc.), separated and stockpiled.

1.3.13.2 Measurement

Quantity disposed will be based on certify disposal weight tickets

1.3.13.3 Unit of Measure

Unit of Measure: Ton

1.3.14 Off-Site Bluff Material Disposal (Excess)

1.3.14.1 Payment

Payment will be disposal of excess excavated bluff material, separated and stockpiled

1.3.14.2 Measurement

In place volume of stockpiled material as determined by licensed survey

1.3.14.3 Unit of Measure

Unit of Measure: Cubic Yard

1.4 QUANTITY SURVEYS (APR 1984)

a. The Contractor shall conduct quantity surveys, initial, and final surveys. The data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

b. The Contractor shall conduct the original and final surveys, with the presence of Government representatives, and make the computations based on them. The Contractor shall conduct the surveys for periods for which progress payments are requested and shall make the computations based on these surveys. All surveys conducted by the Contractor shall be done by a New York licensed surveyor and subject to approval by the Contracting Officer.

c. The Contractor shall be responsible to conduct all surveys. The Contractor shall maintain work sections - a pre-construction and final acceptance section surveyed while construction is taking place in between. The Contractor shall make such computations as are necessary to determine the quantities of work performed or finally in place and submit the computation for Government approval.

d. The Government will verify methodology, equipment and survey control.

Any benchmarks established in addition to control provided by the Government shall be field verified by the Government. In addition the Government will conduct periodic field verification of the Contractor's survey.

SECTION 01 22 00.00 10 Page 9

e. Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer or his representative. (FAR 52.236-16)

f. For Stone Construction Work: The Contractor shall conduct surveys during construction with the presence of Government representatives.

Prior to placement of armor stone, survey will be made to establish that bedding and underlayer stone surfaces are as shown on the contract drawings. Upon completion of the work, a survey shall be made by the Contractor to determine the lines and grades of the revetment/seawall and to determine that the tolerances have not been exceeded. Cross-sections shall be taken on 20-ft. centers maximum and at locations of change in type of construction. Survey shall cross-section entire area in-place with survey points taken sufficient to accurately represent rock in-place. Maximum spacing between survey points shall be every 3 feet, across the section. This shall be plotted on a template drawing of the section. If the tolerance has been exceeded, the Contractor shall make necessary adjustments to the affected stones to remain within the allowed tolerance.

g. Stock Pile Quantity Survey: Total quantity of material within a stockpile will be the theoretical quantity between the ground surface at the stockpile as determined by a survey and the grade and slope of the actual stockpile cross-sections as surveyed. Survey cross-section lines shall be taken on maximum 10-ft centers with a maximum of 3-ft spacing between survey points.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

SECTION 01 22 00.00 10 Page 10

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G , RO

Progress and Completion Pictures; G , RO

Work To Be Performed By The Contractor; G, RO

Eng Form 93; G, RO

Insurance Policies; G, RO

Certification Of Insurance; G, RO

Proof Of Payments; G, RO

SD-11 Closeout Submittals

As-Built Conditions Survey; G, RO

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

SECTION 01 30 00 Page 1

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 12 mega pixels minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report.

Photographs provided are for unrestricted use by the Government.

1.5 TOPOGRAPHIC SURVEY

Topographic mapping and existing site conditions provided on plans are based on aerial photography dated January 2014, conventional mapping methods and field editing. It must be the responsibility of the contractor to verify all distances and locations in the field.

1.6 AS-BUILT CONDITIONS SURVEY

a. Surveys must include cross sections and creation of the Digital Terrain Model (DTM) in 3-D Microstation.

b. Surveys must be obtained to at least third order class II accuracy.

c. Upon completion of the grading, a final DTM must be taken on the final project worksite. The DTM must define breaklines along boundaries where sharp or abrupt changes in surfaces occur, such as top of and bottom of levee, etc. The DTM must also include high points and low points at a predetermined grid interval.

d. Survey must be provided according to Section 01 33 00 SUBMITTAL PROCEDURES and Section 01 78 00 CLOSEOUT SUBMITTALS.

e. Additional requirements are provided in Section 01 78 00 CLOSEOUT

SUBMITTALS.

1.7 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by New York State law.

1.8 ADDITIONAL INSURANCE PROCURED BY CONTRACTOR

The Contractor agrees to procure and maintain for the duration of this Contract insurance of the kinds and amounts hereinafter provided by insurance companies licensed to do business in the State of New York, covering all operations under this Contract.

SECTION 01 30 00 Page 2

1.8.1 Insurance Provision

The Contractor must furnish a certificate or certificates with the appropriate endorsements showing that it has complied with this Section.

The insurance documentation must provide that:

a. Liability and protective liability insurance policies must provide primary and non-contributory coverage to the DEC, State Parks, EH or MHS for any claims arising from the Contractor's Work under this Contract, or as a result of the Contractor's activities. Insurance policies will not be accepted that:

(1) Remove or restrict blanket contractual liability located in the "insured contract" definition (as stated in Section V, Number 9, Item f in the ISO CGL policy) so as to limit coverage against claims that arise out of work; or

(2) Remove or modify the "insured contract" exception to the employers liability exclusion; or

(3) Do not cover the additional insured for claims involving injury to employees of the named insured or subcontractors.

The Contractor must provide fully-completed ACORD 855 New York Construction Certificate of Liability Insurance Addendum along with specified General Liability certificate and accompanying endorsements.

b. The following entities must be listed as Certificate Holder on all liability insurance certificate(s), as additional insureds on endorsement(s) and on additional supporting documentation:

(1) State of New York, NYS Department of Environmental Conservation, its officers, agents and employees, Division of Water, Coastal Erosion Management Section, 625 Broadway, Albany, NY 12233-3504.

(2) NYS Office of Parks, Recreation and Historic Preservation, its officers, agents and employees, 625 Broadway, Albany, NY 12233

(3) Town of East Hampton, its officers, agents and employees, 159 Pantigo, East Hampton, NY 11937

(4) Montauk Historical Society, its officers, agents and employees, Montauk Highway, Montauk, NY 11954

c. The policies must include a waiver of subrogation endorsement in favor of the NYS Department of Environmental Conservation, the NYS Office of Parks, Recreation and Historic Preservation, the Town of East Hampton, and the Montauk Historical Society as additional insured. The endorsement must be on ISO Form number CG 24 04 or a similar form with same modification to the policy.

d. Policies cannot be materially changed or canceled until thirty (30) days prior written notice has been given to the NYS Department of Environmental Conservation, the NYS Office of Parks, Recreation and Historic Preservation, the Town of East Hampton, and the Montauk Historical Society and; as evidenced by an endorsement or declarations page.

SECTION 01 30 00 Page 3

e. Insurance documentation must disclose any deductible, self-insured retention, aggregate limit or any exclusion to the policy that materially changes the coverage required by the Contract.

f. Endorsements in writing must be added to and made part of the insurance contract for the purpose of changing the original terms to reflect the revisions and additions as described. A copy of these endorsements must be provided to the NYS Department of Environmental Conservation.

g. Applicable insurance policy number(s) referenced on the ACORD form must be referenced in the supporting documentation supplied by the insurance company (e.g. endorsement page, declarations page, etc.).

h. When coverage is provided by a non-admitted carrier, a copy of the declarations page along with the ELANY stamped certification wording affixed to the certificate of insurance must be provided to ensure that the excess line insurance has met all of the requirements for a valid excess line transaction in accordance with Article 21 of the New York State Insurance Law.

i. Worker's Compensation and Disability Benefits certificates must name the following as entity requesting proof of coverage:

(1) State of New York, NYS Department of Environmental Conservation, its officers, agents and employees, Division of Water, Coastal Erosion Management Section, 625 Broadway, Albany, NY 12233-3504

(2) NYS Office of Parks, Recreation and Historic Preservation, its officers, agents and employees, 625 Broadway, Albany, NY 12233

(3) Town of East Hampton, its officers, agents and employees, 159 Pantigo, East Hampton, NY 11937

(4) Montauk Historical Society, its officers, agents and employees, Montauk Highway, Montauk, NY 11954

j. Should the Contractor engage a subcontractor, the Contractor must endeavor to impose the insurance requirements of this document on the subcontractor, as applicable. The Contractor must determine the required insurance types and limits, commensurate with the work of the subcontractor and maintain the certificate or certificates and endorsements for all subcontractors hired as part of the Contractor's records.

1.8.2 Types and Amounts of Insurance

The following types and amounts of insurance are required for this Contract:

a. Workers' Compensation:

For work to be performed in New York State, the Contractor must provide and maintain full New York State coverage during the life of this Contract for the benefit of such employees as are required to be covered by the New York State Workers' Compensation Law.

Evidence of Workers' Compensation and Employers Liability coverage must be provided on one of the following forms specified by the

SECTION 01 30 00 Page 4

Chairman of the New York State Workers' Compensation Board:

FORM # FORM TITLE

C-105.2 Certificate of Workers' Compensation Insurance (September 2007, or most current version)

U-26.3 State Insurance Fund Version of the C-105.2 form

SI-12/

GSI-105.2

Certificate of Workers' Compensation Self-Insurance

CE-200 Certificate of Attestation of Exemption (when Contractor meets the requirements.)

All forms are valid for one year from the date the form is signed/stamped, or until policy expiration, whichever is earlier.

Please note that ACORD forms are NOT acceptable proof of New York State Workers' Compensation Insurance coverage.

Additional information can be obtained at the Workers' Compensation website: http://www.wcb.ny.gov/content/main/Employers/Employers.jsp

b. Disability Benefits

For work to be performed in New York State, the Contractor must provide and maintain coverage during the life of this Contract for the benefit of such employees as are required to be covered by the New York State Disability Benefits Law.

Evidence of Disability Benefits coverage must be provided on one of the following forms specified by the Chairman of the New York State Workers' Compensation Board:

FORM # FORM TITLE

DB-120.1 Certificate of Insurance Coverage under the New York State Disability Benefits Law

DB-155 Certificate of Disability Self-Insurance

CE-200 Certificate of Attestation of Exemption (when Contractor meets the requirements.)

All forms are valid for one year from the date the form is signed/stamped, or until policy expiration, whichever is earlier.

Please note that ACORD forms are NOT acceptable proof of New York State Disability Benefits Insurance coverage.

Additional information can be obtained at the Workers' Compensation website: http://www.wcb.ny.gov/content/main/Employers/Employers.jsp

c. Commercial General…