SECTION 01 11 00

SUMMARY OF WORK

02/24

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G". Submittals not having a "G" classification are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals; G

1.2 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 base work ready for use, not later than 12 calendar days after the date the Contractor receives the notice to proceed.

b. Should Option 1 and/or Options 1 and 2 be exercised, an additional one

(1) calendar day for each 2,500 cubic yards to be removed under the option(s) will be allowed. The time stated for completion shall include final cleanup of the premises.

(FAR 52.212-3)

c. Should Option 3 or Options 3 and 4 be exercised, the contractor shall meet a production rate to complete the work based upon the required completion date set forth in the Option.

d. 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.

1.3 WORK COVERED BY THE CONTRACT DOCUMENTS

1.3.1 Project Description

The work to be performed under this project consists of providing all materials, plant, labor, equipment and services (except those furnished by the Government) to perform maintenance dredging of Hague Basin, U.S.

Merchant Marine Academy, New York, with placement of the material at a Contractor furnished, state-permitted, upland placement site(s). The Contractor will be solely responsible for coordinating, obtaining, and be in compliance with all requirements for transportation, offloading, dewatering, processing, and disposing of the dredge material, as well as for obtaining all permits and for meeting all requirements for the processing and disposal site(s) identified by the Contractor. See Section 35 20 29 DREDGED MATERIAL TRANSPORT AND PLACEMENT MONITORING for more information.

The maintenance for this project consists of dredging a total of approximately 52,135 CY 52,175 CY of material based on the plans and specifications survey performed in September 2025. For more details, see ESTIMATED QUANTITIES in Section 01 30 00 ADMINISTRATIVE REQUIREMENTS of these Specifications. The dredge material has been determined to be composed of primarily silt and clay.

A summary of the Dredging Areas is shown in the table below:

DREDGING AREAS TOTAL ESTIMATED

QUANTITY (CY)

BASIC WORK 1- Dredging Area 1: (-17.5' MLLW + 20'

OD)

11,3606,100

BASIC WORK 2- Dredging Area: (-15' MLLW + 2' OD) 5,300

OPTION 1 - Dredging Area 2: (-12' MLLW + 2' OD) 18,090

OPTION 2 - Dredging Area 3: (-12' MLLW + 2' OD) 22,685

Contract time for completion of the basic work and/or Option 1 and Option 2 is based on a minimum average production rate of 2,500 cubic yards (CY) per day for dredging, transportation, processing and placement at a contractor furnished, state permitted, Government approved upland placement site(s).

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 2,500 cubic yards in excess of the established limit. The time stated for completion shall include final clean up. See 1.2.c for contract time for completion should Option 3 or Option 4 be exercised.

The contractor must bid on all items of the bid schedule. The following CLINs require dredging of the Hague Basin, U.S. Merchant Marine Academy, New York, with subsequent transportation, processing and placement of the dredged material at a contractor furnished, state permitted, Government approved upland placement site(s):

CLIN 0002 (BASIC WORK 1- Dredging Area 1- requires dredging to the plane of -17.5 feet Mean Lower Low Water (MLLW) plus 02 feet allowable overdepth).

NOTE: All material above the plane of 17.5 feet below MLLW must be removed and no material below the plane of 17.5 feet below MLLW shall be removed.

CLIN 0003 (BASIC WORK 2- Dredging Area- requires dredging to the plane of -15 feet MLLW plus 2 feet allowable overdepth).

CLIN 00054 (OPTION 1 - Dredging Area 2- requires dredging to the plane of -12 feet MLLW plus 2 feet allowable overdepth).

CLIN 00065 (OPTION 2 - Dredging Area 3- requires dredging to the plane of -12 feet MLLW plus 2 feet allowable overdepth).

Based on the plans and specifications survey performed in September 2025, the maximum quantity available to be dredged is 52,135 52,175 CY from the contract areas in the Hague Basin, U.S. Merchant Marine Academy. For a detailed breakdown of quantity available to be dredged, see paragraph 1.9 ESTIMATED QUANTITIES in Section 01 30 00 of the Specifications.

Scow monitoring is required for this project. The contractor is required to comply with Section 35 20 29 DREDGED MATERIAL TRANSPORT AND PLACEMENT MONITORING, of these specifications.

Sampling and testing was conducted by the Government in 2026. The complete sampling and testing results will be provided as attachments to this solicitation on SAM.gov prior to bid opening. Using all test results, the Apparent Low Bidder shall coordinate with the State(s) to obtain necessary offloading, transportation, dewatering, processing, and disposal permits/requirements of the site(s) identified by the Apparent Low Bidder.

The Contractor shall be solely responsible for coordinating, obtaining, and complying with all the offloading, transportation, dewatering, processing and disposal permits/requirements of the site(s) identified by the Contractor.

For State Water Quality Certificate(s) (WQC) and Federal Consistency Determination(s) (FCD), see Section 00 90 02 WATER QUALITY CERTIFICATES.

The contractor must comply with all conditions of the current WQC(s)/FCD(s). The WQC/FCD(s) will be provided as attachments to this solicitation on SAM.gov prior to bid opening.

Please take note of the Section 00 90 01, Attachment L. The Apparent Low Bidder must determine applicability and notify the Administrator of the Federal Aviation Administration (FAA) of his proposed construction methods, via Form 7460-1, Attachment L in Section 00 90 01. The Apparent Low Bidder is responsible for all coordination with the FAA, and for determining if any more recent FAA requirements now exist. FAA coordination/approval shall not impact the period of performance for this contract. All required FAA approval shall be considered a pre-construction submittal and is required to be provided by the Apparent Low Bidder before or at the pre-construction meeting and prior to the start of work / issuance of the Notice to Proceed.

1.4 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)

1.5 DFARS 236.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

The entire work (CLINs 0001 through 0005) is estimated to cost between $10,000,000.00 to $25,000,000.00.

1.6 DATUM AND BENCH MARKS

Soundings and Elevations shown in the contract drawings are in US Survey Feet and refer to Mean Lower Low Water (MLLW) [epoch 1983-2001]. The Plane of MEAN LOWER LOW WATER (MLLW) is 4.1 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.6.1). Coordinates refer to US State Plane coordinate system NAD 1983, Long Island Lambert - Zone 3104, US Survey Feet. The following Benchmark information should be referenced for defining local datum and required project depth.

NSRS Benchmark:

Benchmark: "851 6945 TIDAL 5"

PID: DE7792

Elevation: 10.88'

Local Control Data:

Benchmark: 851 6945 D Elevation: 11.66'

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 tide gage location.

1.7 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.) (DOD FARS SUPPL. 52.236-7006).

1.8 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 their operations.

1.9 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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