Amendment 11_e - Revised Section 01 11 00 Summary of Work 5-7-24.pdf

Fire Island Inlet to Jones Inlet, NY-Navigation FIIJI24

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

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SUMMARY OF WORK

08/15

PART 1 GENERAL

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

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Beach Placement Specifications

1.3 PERFORMANCE OF WORK BY THE CONTRACTOR

1.4 FARS 36.204 DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

1.5 DATUM AND BENCH MARKS

1.6 MISPLACED MATERIAL

1.7 AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

1.8 EXISTING WORK

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

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

a. The Contractor shall 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 111 calendar days after the date the Contractor receives the notice to proceed. The Government may exercise Option 1 (Gilgo Beach Placement) within five (5) calendar days of receipt by the contractor of the Notice to Proceed for the Basic Work. If Option 1 is exercised, an additional twenty three (23) calendar days will be added to the performance period. The Government may exercise Option 2 (Gilgo Beach Placement) within five (5) calendar days of receipt by the contractor of the Notice to Proceed for the Basic Work. If Option 2 is exercised, an additional fifteen (15) calendar days will be added to the performance period. The Government may exercise Option 3 (Gilgo Beach Placement) within five (5) calendar days of receipt by the contractor of the Notice to Proceed for the Basic Work. If Option 3 is exercised, an additional fifteen (15) calendar days will be added to the performance period. The Government may exercise Option 4 (Overlook Beach Placement) within sixty five (65) calendar days of receipt by the contractor of the Notice to Proceed for the Basic Work. If Option 4 is exercised, an additional eight (8) calendar days will be added to the performance period. The Government may exercise Option 5 (Overlook Beach Placement) within sixty five (65) calendar days of receipt by the contractor of the Notice to Proceed for the Basic Work. If Option 5 is exercised, an additional three (3) calendar days will be added to the performance period. Option 5 can only be exercised if Option 4 is exercised. The Government may exercise Option 6 (Tobay Beach Placement) within sixty five (65) calendar days of receipt by the contractor of the Notice to Proceed for the Basic Work. If Option 6 is exercised, an additional six (6) calendar days will be added to the performance period.

The time stated for completion shall include final cleanup of the premises. (FAR 52.212-3)

b. 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 or Contracting Officer Representative (COR) and subject, in every detail, to his supervision, direction, and instructions.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work to be performed under this project consists of providing all labor, equipment, and materials to perform maintenance dredging of Fire Island Inlet, Federal Navigation Channel and Deposition Basins, with placement of the dredged sand along the adjacent shoreline approximately 14,000 to 32,000 feet west of the inlet (Gilgo Beach), and possible along overlook Beach as shown on the Contract Documents prepared by US Army Corps of Engineers, New York District.

The maintenance for this project consists of dredging the Fire Island Inlet

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Channel and Deposition Basins to a depth of -14 feet MLLW plus 2 feet allowable overdepth, with placement of approximately 1,520,000 cubic yards of dredged sand at Gilgo Beach and possible Overlook Beach, based on the plans and specifications survey performed in FEB 2024. For more details, see "ESTIMATED QUANTITIES" in Section 01 30 00 "ADMINISTRATION REQUIREMENTS" of these Specifications. The dredged material has been determined to be composed of sand.

Contract time for completion is based on a minimum average production rate of 13,500 cubic yards (CY) per day for dredging and placement along the designated 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 13,500 cubic yards in excess of the established limit. The time stated for completion shall include final clean up.

The contractor must bid on all items of the bid schedule. All CLINs require dredging to the plane of -14 feet mean lower low water (MLLW) plus 2 feet allowable overdepth, with placement along the Gilgo Beach shoreline and possible Overlook Beach. Note that the estimated quantity in the basic work is 750,000 cubic yards (CY) shown in CLIN 0002.

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 Basins with placement of the material dredged along the Gilgo Beach shoreline approximately 14,000 to 32,000 feet west of the inlet under the basic work.

The current New York State Department of Environmental Conservation (NYSDEC) Water Quality Certificate (WQC) for the maintenance dredging and beach nourishment for the Fire Island Inlet and Shores Westerly to Jones Inlet, New York Beach Erosion Control and Navigation Project is included in Section 00 90 02. The contractor must comply with all conditions of the

NYSDEC WQC.

Per the NYSDEC WQC, dredging the inlet inside of the sore thumb (identified as the area east of the demarcation line on Attachment B) is prohibited from 1 January through 31 May, in order to protect spawning and early life stages of winter flounder, also dredging the inlet outside of the sore thum (identified as the area west of the demarcation line on Attachment B) is prohibited from 15 September through 15 November, in order to protect Atlantic sturgeon. Beach placement is prohibited from 01 April to 31 August to protect beach nesting bird species (e.g. Piping Plovers). See Section 00 90 02 Attachment M for further details.

The work is anticipated to be performed within the approximate time period in the fall/winter of 2024 and the spring of 2025.

1.2.2 Beach Placement Specifications

Placement along 9,300 feet of Gilgo Beach shoreline: The berm will extend 260 feet seaward from the baseline (southern edge of Ocean Parkway) at an elevation of +8.0 feet NAVD from baseline station 93+00, continuing westward to approximately baseline station 0+00. The landward extent of the berm will tie into the exiting dune. A seaward slope of 1-foot vertical on 20-foot horizontal will extend from the seaward end of the berm to minus 1-foot elevation NAVD, then a slope of 1-foot vertical on 15-foot horizontal will extend to the ocean bottom (grade). The beach fill shall commence with a 300-foot taper east of station 93+00, if Option 1 is not exercised, and be completed with a 300-foot taper west of station 0+00.

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1.3 PERFORMANCE OF WORK BY THE CONTRACTOR

The Contractor shall perform on the site, and with its own organization and equipment, 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, the 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 FARS 36.204 DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

The entire work (Mob/Demob and Basic Work, plus optional work) is estimated to cost approximately $15,000,000.00 to $50,000,000.00.

1.5 DATUM AND BENCH MARKS

The plane of reference of mean lower low water as used in these USACE drawings and these specifications is that determined by the following benchmarks:

BENCH MARK: WAR-6; COE PID:ACV452

ELEVATION: 2.54 FEET NAVD88

DESCRIPTION: The bench mark COE disk is located approximately mid way along and on top of the north curb of the parking lot. From the intersection of Ocean Pkwy West and Robert Moses State Pkwy ramp, take Ocean Pkwy west for approximately 1.1 miles, make a U-turn onto Ocean Pkwy West, and take 1st right onto Oak Beach Road. Turn right and enter municipal parking.

https://www.ngs.noaa.gov/OPUS/getDatasheet.jsp?PID=BBDM07&style=modern

BENCH MARK: RIZZO

ELEVATION:7.32 NAVD88

DESCRIPTION: Corps disk set in concrete near end of East concrete pier at Fire Island Coast Guard Station https://www.ngs.noaa.gov/OPUS/getDatasheet.jsp?PID=BBHX67

All control should be verified prior to utilization.

The contractor may contact the New York District Survey Section at (201) 333-0284 for assistance in bench mark discrepancies or clarification in benchmark and/or tidal gage location.

1.6 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

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USC. 410 et seq.) (DOD FARS SUPPL. 52.236-7006).

1.7 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 shall 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.

1.8 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.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not used.

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