W912BU23B0006-Specs-Amendment 0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

This Amendment 0001 is to identify changes made to the technical specif ications, to change the period of performance to 390 calendar days, and revise FAR clause 52.211-10. See Summary of Changes.

All other Terms and Conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912BU23B0006

X 9B. DATED (SEE ITEM 11)

17-Aug-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Aug-2023

CODE

U.S. ARMY CORPS AND ENGINEERS - PHILA

1650 ARCH STREET

PHILADELPHIA PA 19103

W912BU 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BU23B0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The Issued By organization has changed from

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC: FREDERICK CONWAY 100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

to

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC: FREDERICK CONWAY, 1650 ARCH STREET 4TH F

PHILADELPHIA PA 19103-004

The contractor period of performance end date has increased by 15 days from 375 days to 390 days.

The following have been modified:

SCOPE OF WORK

SCOPE OF WORK

MAINTENANCE DREDGING, NEW JERSEY INTRACOASTAL WATERWAY AND ADJACENT NEW

JERSEY WATERWAYS

Rev 1: 29 August 2023

Contract work will consist of maintenance dredging of the New Jersey Intracoastal Waterway (NJIWW) and Adjacent New Jersey Waterways to include dredging of federal channels to clear shoals, dike building/containment to safely contain the quantity of dredged material where appropriate, and placement involving beneficial use and marsh restoration alternatives. Dredge(s) used under this contract shall have a dredge pump with at least a 12-inch, but not larger than a 14-inch, inside diameter discharge flange. Disposal facilities will be provided by the Government and are upland confined disposal facilities (CDF) or beneficial use alternatives in coastal and marsh environments.

The Period of Performance for all base work is 390 Calendar days, however dredging can only be done within the specified environmental windows for each work area.

Maintenance dredging to be accomplished under the base work areas include:

1) Dredging of approximately 18,000 cubic yards of fine sand and silts from the NJIWW Cape May Ferry channel with placement into the USACE-owned Cape May Ferry CDF between 1 October and 30 April;

2) Dredging of approximately 21,000 cubic yds of fine sand and silts from the Cape May Harbor channel with placement in the USACE-owned Cape May Railroad CDF between 1 July and 28 February;

3) Dredging of approximately 2,500 cu yds of sand from the NJIWW channel between Markers 419 to 421 with placement to restore eroding marsh edge between 15 Sept and 1 March;

4) Dredging of approximately 19,000 cu yards of fine sand and silts from the NJIWW channel between Markers 424 to 427 with beneficial use placement to restore marsh managed by the State of NJ between 15 Sept and 1 March. Placement includes installation of coir logs on the marsh to help stabilize the placed sediment.

W912BU23B0006

Options include:

Option 1 includes maintenance dredging of approximately 22,000 cu yards of predominantly fine sands from the Oyster Creek channel with island creation in Barnegat Bay. Dredging can only occur in the environmental window between 1 July and 31 December. If this option is awarded, the period of performance will NOT be extended.

Additional options (Options 2 through 5) include a dozer with operating personnel, crawler mounted dragline with operating personnel, compact track loader with operating personnel, and hay bale installation. Options 2 through 5 will be used in placement areas as needed measures for dike building and/or containment of dredged sediments. No time extension to the base period of performance will be given if any of Options 2 through 5 are awarded.

Award of this contract will be made as a whole to the lowest responsive and responsible bidder whose bid conforms to all requirements of the specifications. Subsequent to the bid opening, the apparent low bidder shall submit Pre- Award Survey Information that demonstrates compliance with the requirements set forth in Specifications Section 00 50 05 as a precondition to receiving award.

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

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

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 390 calender days after receipt of notice to proceed (NTP). The time stated for completion shall include final cleanup of the premises.

There are five (5) Options on this contract as follows:

Option 1, if exercised, will occur within 180 days calendar after NTP and will not extend the period of performance.

Option 2 through Option 5, if exercised, will occur within 60 calender days after NTP and will not extend the period of performance.

(End of clause)

(End of Summary of Changes)

This page was intentionally left blank for duplex printing.

Amendment No. 0001

IFB W912BU23B0006

14. DESCRIPTION OF AMENDMENT (continued)

a. TECHNICAL SPECIFICATIONS: Please delete the technical specifications in their entirety and substitute the revised specifications, annotated Amendment No. 0001, attached hereto. The specifications are being reissued to eliminate an erroneous left justified header. Please note the date change in Para 1.9.1 of Section 35 20 23 highlighted in bold and italics.

b. Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0001. Failure to acknowledge all amendments may be cause for rejection of the Bidder.

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 50 DIVING SERVICES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 05 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 SIGNAGE

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 23.33 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - PIPELINE

HYDRAULIC DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 88 Pilot Rules

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

SD-01 Preconstruction Submittals

Notice To Mariners

Movement Of Navigation Aids

Evidence Of Insurance

Placing Submerged Pipelines Across The Channel

1.3 SUPERVISION

1.3.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

Section 01 30 00 Page 1

1.3.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work.In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.3.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.3.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.4 PRECONSTRUCTION CONFERENCE

Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference. The conference must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out.

Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.4.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.5 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor. (FAR 52.236-4)

a. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys.

Section 01 30 00 Page 2

b. Tide and Datum Data. Tidal and Datum information was derived from the 2001 epoch. Full tide range for a given area is approximately double the difference between Mean Lower Low Water (MLLW) and North American Datum of 1988 (NAVD88) as described below. All needed tide gauges must be approved by Survey POC. Coordination is required with USACE survey point of contact to establish or verify any system or gauge being used for tide measurements.

NJIWW

NORTH MARKER To SOUTH MARKER Delta from MLLW to NAVD88

MANASQUAN INLET SOUTHERN END OF

POINT PLEASANT

CANAL

2.42

2 47 0.24

47 51 0.32

51 54 0.4

54 68 0.56

68 74 0.77

74 78 0.94

78 101 1.08

101 109 1.19

109 115 1.43

115 145 1.69

145 163 1.85

163 AB JUNCTION 2.0

AB JUNCTION 215 2.39

215 243 2.35

243 252 2.27

252 282 2.1

282 383 2.35

383 431 2.41

431 443 2.5

Section 01 30 00 Page 3

NORTH MARKER To SOUTH MARKER Delta from MLLW to NAVD88

443 463 2.63

463 END (CSI) 2.73

c. Weather Conditions. The site of the work is sheltered from storms. It is believed that work can be performed during all seasons of the year except during winter months when ice conditions may interfere with dredging operations. Complete weather records and reports may be obtained from the local U.S. Weather Bureau Office nearest to the work site. The Contractor shall satisfy himself as to the hazards likely to arise from weather conditions during the dredging period.

d. Channel Traffic. Traffic in the work area consists of U.S. Coast Guard, commercial and sport fishing vessels and pleasure craft. This traffic may interfere with dredging operations. The Cape May-Lewes Ferry also operates in the NJIWW entrance to the Delaware Bay and may present significant interruptions to the Contractor's dredging operation.

e. Obstruction of Channel. The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor is required to conduct the work in such a manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. The Contractor shall request the U.S. Coast Guard to issue a Notice to Mariners advising navigation interests that the Contractor's dredging plant will be operating in the project waterway. The Contractor shall submit this request to the U.S. Coast Guard, MSO/Group Philadelphia, 1 Washington Avenue, Philadelphia, PA 19147-4395. The Contractor shall furnish a copy of this request to the Contracting Officer not less than five days prior to the start of dredging. The request shall also contain the approximate time required for completion of dredging. Upon completion of dredging, the Contractor shall promptly remove his plant, including ranges, buoys, piles and other marks placed by him, under the contract, in navigable waters and on shore.

f. Navigation Aids. Do 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 Fifth Coast Guard District (dpw) at least 45 days prior to the desired date for movement of navigation aids. To request a relocation, Contractors shall contact Waterways Management Section, Assistant Section Chief/NJ, DE, PA at (757)398-6371 or e-mail cgd5waterways@uscg.mil at least 45 days before the desired date for movement of the aid. When making a request by telephone, Contractors must speak to the designated points of contact. The leaving of voicemail messages will not be acceptable. The Fifth CG District (dpw) will coordinate all temporary relocations or discontinuances. A copy of each request (including records of telephone conversations) shall be furnished to the Contracting Officer.

g. Location. The work assignments issued as part of this contract will be

Section 01 30 00 Page 4 for dredging at various locations along the New Jersey Intracoastal Waterway and additional federal waterways connecting to deep waters adjacent to the New Jersey Intracoastal Waterway, as shown on the drawings.

The Government reserves the right to issue additional work assignments in the New Jersey Intracoastal Waterway and additional federal waterways adjacent to the NJIWW.

h. Laying of Submerged Pipelines and Obstruction of Channel. When the disposal area is on the opposite side of the navigation channel from the dredging area, a submerged pipeline shall be used to cross the channel. If the submerged line is to be placed across a navigable channel, the Contractor shall submit a request for approval at least ten working days (Sundays and holidays excluded) prior to the desired closure date, to the U.S. Coast Guard, MSO/Group Philadelphia, 1 Washington Avenue, Philadelphia, PA 19147-4395. A copy of each request to the USCG for placing submerged pipelines across the channel shall be furnished to the Contracting Officer. This request shall contain the following information:

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

(2) The desired length of time the channel is to be closed;

(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.

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 Coast Guard sufficiently in advance of the planned closing to prevent delay to the dredging operations and comply with the Coast Guard requirements.

i. Bridge and Utility Crossings:

(1) Bridges: The following bridges cross the New Jersey Intracoastal Waterway between Manasquan, New Jersey and the Delaware Bay. The location, type, horizontal clearance, and vertical clearance in feet above mean high water for each bridge are as follows:

NEW JERSEY INTRACOASTAL WATERWAY BRIDGES

Statute Miles Clearance from Location Type Hor. Vert. Manasquan Inlet

Brielle - Pt. Pleasant (RR) Bascule 48 3 0.9 Brielle - Pt. Pleasant (Hwy) Bascule 90 30 1.1

Bay Head - Manasquan Canal:

West Pt. Pleasant (Hwy) Bascule 47 10 3.0 West Pt. Pleasant (Hwy) Vertical Lift 80 30 4.0 Barnegat Bay:

Mantoloking (Hwy) Bascule 51 14 6.3 Island Heights (Hwy) Bascule 80 30 14.1 Route 37 (Hwy) Fixed 80 60 14.1

Section 01 30 00 Page 5

Manahawkin Bay:

Route 72(Hwy) Fixed 100 60 37.4

Beach Thorofare:

Atlantic City (Hwy) Bascule 60 20 67.2 Atlantic City (RR) Swing 50 5 68.9 Atlantic City (Hwy) Fixed 80 35 69.0

Inside Thorofare:

Atlantic City (Hwy) Bascule 50 10 70.0 Ventnor City (Hwy) Bascule 50 9 71.2

Beach Thorofare:

Margate City (Hwy) Bascule 60 14 74.0

Broad Thorofare:

Somer Point (Hwy) Bascule 49 9 77.8

Beach Thorofare:

Ocean City (Hwy) Bascule 70 14 80.4

Crook Horn Thorofare:

Ocean City - 34th St. (Hwy) Fixed 80 35 84.3 Ocean City (RR) Swing 59 2 86.6

Ludlam Thorofare:

Sea Isle City (Hwy) Fixed 80 35 93.4

Ingram Thorofare:

Avalon (Hwy) Fixed 80 35 98.2

Great Channel:

Stone Harbor (Hwy) Bascule 50 11 102.0

Grassy Sound Channel:

North Wildwood (Hwy) Bascule 25 8 105.2 Wildwood (RR) Bascule 50 6 107.5 Wildwood (Hwy) Bascule 57 25 108.9

Middle Thorofare:

Wildwood Crest (Hwy) Bascule 50 23 112.2

Cape May Canal:

Cape May - U.S. Rt. 9 (Hwy) Fixed 80 55 114.3 Cape May (RR) Swing 50 4 115.1 Seashore Rd. (Hwy) Fixed 80 55 115.5

Effective on August 30, 2001, the Coast Guard changed regulations governing the operation of the Cape May Canal Railroad Bridge at the New Jersey Intracoastal Waterway, mile 115.1, across Cape May Canal, in Cape May, New Jersey. The regulation maintains the bridge in the open position, except that it would close for the crossing of trains and the maintenance of the bridge. This change will provide for the reasonable needs of navigation.

(2) Utility Crossings. The following pipelines, telephone and power lines cross the New Jersey Intracoastal Waterway between Manasquan, New Jersey, and Delaware Bay. The location and type are as follows:

Section 01 30 00 Page 6

NEW JERSEY INTRACOASTAL WATERWAY UTILITY CROSSINGS

Statute Miles from Manasquan Inlet Location Description

2.0 Manasquan Inlet, Manasquan, NJ Submarine Cable

(U.S. Coast Guard)

2.0 Easterly side of New York Long Submarine Cable

Branch Railroad drawbridge between (U.S. Coast Guard) Brielle and Pt. Pleasant, NJ

2.0 Easterly side of New York Long Submarine Cable

Branch Railroad drawbridge between (Western Cable) Brielle and Pt. Pleasant, NJ

2.0 Easterly side of New York Long Submarine Cable

Branch Railroad drawbridge between (NY & LBRR Co.)

Brielle and Pt. Pleasant, NJ

2.0 Westerly side of New York Long Four Submarine

Branch Railroad drawbridge between Cables Brielle and Pt. Pleasant, NJ (NY & LBRR Co.)

2.0 Westerly side of New York Long Two Submarine

Branch Railroad drawbridge between Cables Brielle and Pt. Pleasant, NJ (NJ Bell Tel. Co.)

2.0 Easterly side of State Highway Three Submarine

drawbridge along Route 35, between Cables Brielle, Monmouth Co. and Pt. (NJ Bell Tel. Co.)

Pleasant Beach, Ocean Co., NJ

2.0 Easterly side of State Highway Submarine Cables

drawbridge along Route 35, between (NJ Highway Dept.)

Brielle, Monmouth Co. and Pt.

Pleasant Beach, Ocean Co., NJ

2.0 Easterly side of State Highway Submarine

drawbridge along Route 35, between (NJ Natural Brielle, Monmouth Co. and Pt. Gas Co.)

Pleasant Beach, Ocean Co., NJ

2.1 Westerly side of State Highway Aerial Power Wires

drawbridge along Route 35, between (Jersey Central Brielle, Monmouth Co. and Pt. Power & Light Co.)

Pleasant Beach, Ocean Co., NJ

2.2 Westerly side of State Highway Two Submarine

drawbridge along Route 35, between Gas Pipelines Brielle, Monmouth Co. and Pt. (NJ Natural Pleasant Beach, Ocean Co., NJ Gas Co.)

2.8 North side of Pine Bluff Ave. Two Submarine

(Pt. Pleasant Canal) Cables (NJ Bell Tel. Co.)

2.8 North side of Pine Bluff Ave. 18-inch

Section 01 30 00 Page 7

(Pt. Pleasant Canal) Pipe Outfall (Ocean County)

2.8 South side of Pine Bluff Ave. Submarine

(Pt. Pleasant Canal) Force Main, (Pt. Pleasant Hospital)

2.8 Front Street (Pt. Pleasant Canal) Submarine Water

Main (Borough of Pt. Pleasant)

3.0 North side of N.J. Route 88 Submarine Cables

(Pt. Pleasant Canal) (NJ Bell Tel. Co.)

3.0 North side of Route 88 Aerial Cable

(Pt. Pleasant Canal) (Crosswicks Industries)

3.0 South side of Route 88 Bridge Aerial Wires

(Pt. Pleasant Canal) (Jersey Central Power & Light Co.)

3.0 South side of Route 88 Bridge Bridge Oper.

(Pt. Pleasant Canal) Cables (NJ State Highway Dept.)

3.0 Burnt Tavern Road 12-inch Water Main

(Pt. Pleasant Canal) (Boro of Pt.

Pleasant) and 6-inch Gas Main (NJ Natural Gas Co.)

3.1 Pt. Pleasant Canal Bridge St. Bridge 8 Submarine Sewer

in the Borough of Pt. Pleasant, the Pipelines Ocean Borough of Bay Head, Brick Two.,and Crossings, Outfall Borough of Mantoloking, NJ Pipeline, and the 2 Temporary Piers (Ocean Co. Sewer Authority)

4.0 South side of Lovelandtown Bridge Submarine Cables

(Bridge Ave. Pt. Pleasant Canal) (NJ Bell Telephone Co.)

4.2 Rue Mirador Submarine Cables

(Pt. Pleasant Canal) (NJ Bell Telephone Co.)

4.3 775 Feet southerly of Marine Submarine Water Farkway, Pt. Pleasant, NJ Main (Boro of (Pt. Pleasant Canal) Pt. Pleasant)

6.3 Southerly side of County highway Submarine

bridge along Route 528, Mantoloking, Telephone Cable NJ (NJ Bell Telephone Co.)

6.3 Southerly side of County highway Submarine Water

Section 01 30 00 Page 8 bridge along Route 528, Mantoloking, Main (Ocean Co.

NJ Board of Chosen Freeholders)

6.3 Northerly side of County highway Submarine Power

bridge along Route 528, Mantoloking, Cable (Ocean Co.

NJ Board of Chosen Freeholders)

6.3 Northerly side of County highway Submarine Gas Main

bridge along Route 528, Mantoloking, (NJ Natural Gas NJ Co.)

12.8 Between Bay Ave. on the westerly Submarine

side of the Bay and 2nd Ave., Ortley Pipeline (Toms Beach, Dover Township, Ocean Co., NJ River Chemical Corp.)

13.5 Between Beachview Dr. on the westerly Submarine

side of the Bay and 8th Ave., Ortley Pipeline (Dover Beach, Dover Township, Ocean Co., NJ Sewage Authority)

14.0 Approx. 150 feet northerly from the Lay a submarine

Centerline of the fixed bridge along Cable (Jersey NJ Route 37, Ocean Co., NJ Central P&L Co.)

14.3 Southerly side of highway bridge Submarine

along Rt 37, Island Heights, NJ Telephone Cable (NJ Bell Tel Co.)

16.8 Approximately 2 miles southerly of Two Submarine

highway bridge along Rt 37, Island Power Cables Heights, NJ (Jersey Central P&L Co.)

34.0 Between Bergen Avenue, Harvey Cedars3 Submarine Cables

and a point opposite in Stafford (American Township, Ocean Co., NJ Telephone & Telegraph)

36.5 Between Main Point Meadows, Submarine Power

Stafford Township, and 2nd St. Cable (A.C. Elec.

Surf City, NJ Co.)

37.4 Northerly side of State highway Submarine Gas Main

bridge along Rt 72, Ship Bottom, NJ (NJ Natural Gas Co.)

37.4 Northerly side of State highway Submarine Power

bridge along Rt 72, Ship Bottom, NJ Cable (A.C. Elec.

Co.)

37.4 Northerly side of State highway Submarine Cable

bridge along Rt 72, Ship Bottom, NJ (NJ Bell Tele.

Co.)

42.4 Between West Creek Landing Rd., Submarine Power

Eagleswood Township and South Cable (A.C.

Caroline Ave., Beach Haven, Long Elec. Co.)

Section 01 30 00 Page 9

Beach Township, Ocean Co. NJ

44.8 Between Taylor Ave. Beach Haven and Submarine Cables

a point opposite in Little Egg (Amer. Telephone Harbor Township, Ocean Co. NJ and Telegraph Co.)

46.1 Between Leeward Ave. Beach Haven and Submarine Cables

a point just south of Thompson (Amer. Telephone Creek, Little Egg Harbor Township, and Telegraph Co.)

Ocean Co., NJ

46.1 Between Long Beach and Foxoboro Submarine Cables

Point and Big and Little Sheeps- (U.S. Coast Guard) Head Creeks

49.3 Between Long Beach and Foxoboro Submarine Cables

Point and Big and Little Sheeps- (U.S. Coast Guard) Head Creeks

49.3 Between Long Beach and south bank of Submarine tower

Big Sheepshead Creek, Ocean Co., NJ Cable (A.O. Elec Co.)

52.5 Between Little Egg Harbor Coast Submarine Cables

Guard Station and Island Beach, (U.S. Coast Guard) Atlantic County, NJ

67.2 Northeasterly side of State highway Submarine Cable

bridge along Rt 30, Absecon Blvd., (A.C. Elec Co.)

Atlantic City, NJ

67.2 Northeasterly side of State highway Submarine pipeline

bridge along Rt 30, Absecon Blvd., (Sun Oil Co.)

Atlantic City, NJ

67.2 Southerly side of State highway Submarine Bridge

bridge along Rt 30, Absecon Blvd., Operating Cables, Atlantic City, NJ (NJ State Hwy, Dept.)

67.2 Southerly side of State highway 2-inch Submarine

bridge along Rt 30, Absecon Blvd., Water Main (Brown Atlantic City, NJ Const. Co.)

67.2 Southwesterly side of State highway 8-inch Submarine

bridge along Rt 30, Absecon Blvd., Gas Pipeline (So.

Atlantic City, NJ Jersey Gas Co.)

67.2 Southwesterly side of State highway Submarine Cable

bridge along Rt 30, Absecon Blvd., (NJ Bell Telephone Atlantic City, NJ Co.)

68.4 Approx. at end of Kuehnle Ave. 2 Submarine Cables

(Venice Lagoon) Atlantic City, NJ (U.S. Coast Guard)

68.6 End of Ontario Ave., Submarine Cable

Atlantic City, NJ

68.6 End of Ontario Ave., 4 Submarine

Section 01 30 00 Page 10

Atlantic City, NJ Plastic Pipes (A.C. Elec. Co.)

68.8 Southerly side of Ontario Ave., Aerial Wires (A.C.

Atlantic City, NJ Electric Co.)

68.9 Approx. 430 feet northerly of the Submarine Cable

Pennsylvania-Reading Seashore Lines (A.C. Elec. Co.)

RR Bridge, Atlantic City, NJ

68.9 Northerly side of the Pennsylvania- 2 Submarine Cables

Reading Seashore Lines RR Bridge, (A.C. Elec. Co.)

Atlantic City, NJ

68.9 Northerly side of the Pennsylvania- 3 Submarine Cables

Reading Seashore Lines RR Bridge, (A.C. Elec. Co.)

Atlantic City, NJ

68.9 Northerly side of the Pennsylvania- Submarine Cable

Reading Seashore Lines RR Bridge, (PA-Reading Atlantic City, NJ Seashore Lines)

68.9 Northerly side of the Pennsylvania- Submarine 2-inch

Reading Seashore Lines RR Bridge, Airline Atlantic City, NJ (PA-Reading Seashore Lines)

68.9 Northerly side of the Pennsylvania- Submarine Cable

Reading Seashore Lines RR Bridge, (Atlantic City RR Atlantic City, NJ Co.)

68.9 Northerly side of the Pennsylvania- 48-inch Submarine

Reading Seashore Lines RR Bridge, Water Main Atlantic City, NJ (A.C. City Water Dept.)

68.9 Southerly side of the Pennsylvania- 4 Submarine Cables

Reading Seashore Lines RR Bridge, (Atlantic City Atlantic City, NJ Transportation Co.)

68.9 Southerly side of the Pennsylvania- Submarine Cable

Reading Seashore Lines RR Bridge, (PA-Reading Atlantic City, NJ Seashore Lines)

69.9 Approx. 300 feet northerly of the 2 Submarine Cables

State highway bridge along Albany (A.C. Elec. Co.)

Ave., Atlantic City, NJ

70.0 Approx. 150 feet northerly of the 12-inch Submarine

State highway bridge along Albany Gas Pipeline (So.

Ave., Atlantic City, NJ Jersey Gas Co.)

70.0 Approx. 150 feet northerly of the Submarine Cables

State highway bridge along Albany (NJ Bell Telephone Ave., Atlantic City, NJ Co.)

70.0 Northerly side of the State highway Two 12-inch Gas

bridge along Albany Ave., Atlantic Pipelines (A.C.

Section 01 30 00 Page 11

City, NJ Gas Co.)

70.0 Northerly side of the State highway Two 36-inch

bridge along Albany Ave., Atlantic Submarine Water City, NJ Mains (A.C.

Water Dept.)

70.0 Southerly side of the State highway Submarine Cable

bridge along Albany Ave., Atlantic (A.C. Elec. Co.)

City, NJ

70.1 Annapolis Ave., Atlantic City, NJ 12-inch Water Main

(A.C. Water Dept.)

70.2 Richmond Ave., Atlantic City, NJ Submarine Cable

(A.C. Elec Co.)

70.2 Richmond Ave., Atlantic City, NJ 12-inch Submarine

Force Main (A.C.

Sewerage Co.)

70.2 Richmond Ave., Atlantic City, NJ Submarine Cable

(Atlantic Coast TV Cable Co.)

70.3 Inside Thorofare near Richmond Ave., 48-inch Force Main

Atlantic City, NJ (Atlantic County Sewerage Auth.)

70.7 Baton Rouge Ave., Ventnor, NJ Submarine Cables

(A.C. Elec. Co.)

71.0 Suffolk Place, Ventnor, NJ 14-inch Submarine

Water Main (City of Ventnor)

71.2 Dudley Ave., Ventnor, NJ Submarine Cable

(A.C. Elec. Co.)

71.2 Southerly side of Dorset Ave., Submarine Cable

Ventnor, NJ (City of Ventnor)

71.2 Southerly side of Dorset Ave., Submarine Cables

Ventnor, NJ (NJ Bell Tele.

Co.)

71.4 Dudley Avenue Submarine Cable

Ventnor, NJ (A.C. Elec. Co.)

71.5 Wellington Avenue Submarine Cable

Ventnor, NJ (A.C. Elec. Co.)

71.56 Between Wellington & Harvard Ave. Submarine Cable

Ventnor, NJ (A.C. Elec. Co.)

71.6 Harvard Ave., Ventnor 8-inch Submarine

Water Main (City of Ventnor)

Section 01 30 00 Page 12

71.6 Harvard Ave., Ventnor Submarine Cable

(So. Jersey TV Cable Co.)

71.7 Diagonally across from Fulton & Submarine Cables

Canal to Fulton & Harvard in (A.C. Elec. Co.)

Ventnor, NJ

71.9 Fulton Avenue, Ventnor, NJ Submarine Cables

(A.C. Elec. Co.)

71.9 Fulton Avenue, Ventnor, NJ 6-inch Submarine

Gas Pipeline (So.

Jersey Gas Co.)

72.0 Wellington Ave., Ventnor, NJ Submarine Cables

(U.S. Coast Guard)

72.0 Wellington Ave., Ventnor, NJ Submarine Cables

(A.C. Elec. Co.)

72.4 Melbourne Ave., Ventnor, NJ Submarine Cables

(NJ Bell Tel Co.)

72.5 West Canal, near Melbourne Ave., 30-inch Force Main

Ventnor, NJ (Atlantic County Sewer Authority)

72.8 Baltimore Ave., Ventnor, NJ Submarine Cables

(A.C. Elec. Co.)

73.0 Swarthmore & Washington Ave., Submarine

Ventnor, NJ Discharge Pipeline (City of Ventnor)

77.8 Northerly side of drawbridge along Submarine Cables

Somers Point - Longport Blvd., Ocean (NJ Bell Tel. Co.)

City, NJ

77.8 Southerly side of drawbridge along Submarine Cables

Somers Point - Longport Blvd., Ocean (A.C. Elec. Co.)) City, NJ

80.3 400 feet westerly of highway Submarine Cable drawbridge at State Rt. 52, Ocean (NJ Bell Tel. Co.)

City, NJ

80.4 Alongside of the highway drawbridge Submarine Cables

at State Rt. 52, Ocean City, NJ (A.C. Elec. Co.)

80.4 Westerly side of the highway Submarine Cable

drawbridge at State Rt. 52, Ocean (NJ Bell Tel. Co.)

City, NJ

80.9 Approx. 2300 feet southerly of Submarine Cable

highway drawbridge Rt. 52, Ocean (A.C. Elec. Co.)

City between Beesley Point and 13th St., Ocean City, NJ

Section 01 30 00 Page 13

82.0 Between Shooting Island and Submarine Cables

Tennessee Ave., Ocean City, NJ (A.C. Elec. Co.)

84.3 Northerly side of the Co. highway Submarine Cables

bridge along 34th St. Ocean City, NJ (NJ Bell Tel Co.)

84.3 Southerly side of the Co. highway Submarine Cables

bridge along 34th St. Ocean City, NJ (NJ Bell Tel Co.)

84.3 Southerly side of the Co. highway Aerial Wires

bridge along 34th St. Ocean City, NJ (A.G. Elec. Co.)

86.6 Northerly side of PA-Reading Seashore Submarine Cables

Lines RR Bridge, Ocean City, NJ

93.4 Sea Isle City Blvd. Between Dennis Submarine Cable

Township & Sea Isle City, NJ (NJ Bell Tel. Co.)

93.45 Along the southerly side of Sea Isle Submarine Cable

Blvd. (41st St.), Sea Isle City, NJ (NJ Bell Tel. Co.)

93.5 Southerly side of 41st St., Sea Isle Submarine Cable

City, NJ (A.C. Elec. Co.)

93.6 Northerly side of 44st St., Sea Isle Submarine Pipeline

City, NJ (Sun Oil Co.)

93.6 Northerly side of 44st St., Sea Isle Aerial Wires

City, NJ (A.C. Elec. Co.)

93.6 At 44th St., Sea Isle City, NJ 8-inch Submarine

Gas Pipeline (NJ Natural Gas Co.)

93.6 Southerly side of 44th St., Sea Isle Submarine Cables

City, NJ (NJ Bell Tel. Co.)

93.7 Approx. 200 feet southerly from 44th Submarine Cables

Street, Sea Isle City, NJ (A.C. Elec. Co.)

97.8 Northerly side of the former Co. Submarine Cable

highway drawbridge at Avalon, NJ (Garden State TV Co.)

97.8 Northerly side of the former Co. Submarine Cables

highway drawbridge at Avalon, NJ (NJ Bell Tel. Co.)

97.8 At the former Co. highway drawbridge Submarine Cable

Avalon, NJ (Co. of Cape May)

98.2 Northerly side of County highway Submarine Cable

fixed bridge at Avalon, NJ (A.C. Elec. Co.)

102.0 Northerly side of Co. highway Submarine Cables

drawbridge at Stone Harbor, NJ (A.C. Elec. Co.)

102.0 Northerly side of Co. highway 8-inch Submarine

drawbridge at Stone Harbor, NJ Gas Pipe (NJ Natural Gas Co.)

Section 01 30 00 Page 14

102.0 Northerly side of Co. highway Submarine Cable

drawbridge at Stone Harbor, NJ (Garden State TV Co.)

102.0 At Co. highway drawbridge, Stone Submarine Cable

Harbor, NJ (Co. of Cape May)

102.0 Southerly side of Co. highway Submarine Cable

drawbridge at Stone Harbor, NJ (NJ Bell Tel. Co.)

105.2 Northerly side of Co. highway Submarine Cable

drawbridge at North Wildwood, NJ (A.C. Elec. Co.)

105.2 At Co. highway drawbridge, North Submarine Cable

Wildwood, NJ (Co. of Cape May)

105.2 Southerly side of Co. highway 6-inch Submarine

drawbridge at North Wildwood, NJ Gas Pipeline (NJ Natural Gas Co.)

105.2 Southerly side of Co. highway Submarine Cables

drawbridge at North Wildwood, NJ (NJ Bell Tel. Co.)

108.9 Approx. 100 feet southerly of State Submarine Cables

highway bridge along Rt. 47, (NJ Bell Tel. Co.)

Wildwood, NJ

108.9 Approx. 100 feet southerly of State Submarine Cable

highway bridge along Rt. 47, (So. Jersey TV) Wildwood, NJ Cable Co.)

108.9 On the westerly side of the PA- 3 Submarine Cables

Reading Seashore Line RR Bridge, (A.C. Elec. Co.)

Middle Twp., Cape May County, NJ

108.9 Approx. 475 feet northerly of the Submarine Water

drawbridge along NJ Rt. 47, between Main (City of Wildwood, NJ and Middle Twp., Wildwood) Cape May Co., NJ (Grassy Sound)

109.0 Approx. 200 feet southerly of State 16-inch Water Main

highway bridge along Rt. 47, (City of Wildwood) Wildwood, NJ

109.0 Approx. 300 feet southerly of State 24-inch Water Main

highway bridge along Rt. 47, (City of Wildwood) Wildwood, NJ

109.0 Approx. 380 feet southerly of State 20-inch Water Main

highway bridge along Rt. 47, (City of Wildwood) Wildwood, NJ

112.2 Northerly side of County highway Submarine Cable

bridge along Rt. 585, Wildwood (NJ Bell Tel. Co.)

Crest, NJ

112.2 At Co. highway bridge along Rt. 585, Submarine Cable

Wildwood Crest, NJ (Cape May Co.

Section 01 30 00 Page 15

Bridge Commission)

112.2 Southerly side of County highway 14-inch Sewage

bridge along Rt. 585, Wildwood Pipeline (Twp. of Crest, NJ Lower Municipal Utils. Authority)

114.3 Easterly side of State highway bridge Submarine Cables

along U.S. Rt. 9, Cape May Canal (NJ Bell Tel. Co.)

114.3 Approx. 200 feet westerly of State Aerial Power Wires

highway bridge along U.S. Rt. 9, (A.C. Elec. Co.)

Cape May Canal

114.3 Approx. 275 feet westerly of State 2 Submarine Cables

highway bridge along U.S. Rt. 9, (NJ Bell Tel. Co.)

Cape May Canal

114.3 At the site of the former drawbridge 2 Submarine Power

along U.S. Rt. 9, Cape May Canal Cables (NJ State Highway Dept.)

114.3 At the site of the former drawbridge 6-inch Submarine

along U.S. Rt. 9, Cape May Canal Gas Pipeline (NJ Natural Gas Co.)

115.1 Easterly side of PA-Reading Seashore Aerial Power Wires Lines drawbridge, Cape May Canal (A.G. Elec. Co.)

115.1 At the PA-Reading Seashore Lines 2 Bridge Operating

drawbridge, Cape May Canal Cables (PA-Reading Seashore Lines)

115.1 Westerly side of PA-Reading Seashore Aerial Power Wires Lines drawbridge, Cape May Canal (A.G. Elec. Co.)

115.1 Approx. 150 feet westerly of 12-inch Water Main

PA-Reading Seashore Lines (Twp. of Lower drawbridge, Cape May Canal Municipal Utils.

Authority)

115.5 Easterly side of highway drawbridge 2 Submarine Cables

at Seashore Rd., Cape May Canal (NJ Bell Tel. Co.)

115.5 At the highway drawbridge at Bridge Operating

Seashore Road, Cape May Canal Cable (NJ State Highway Dept.)

115.5 Westerly side of highway drawbridge 6-inch Submarine

at Seashore Rd., Cape May Canal Gas Pipeline (NJ Natural Gas Co.)

115.5 Approx. 120 feet westerly of highway Aerial Wires

drawbridge at Seashore Rd., Cape May (S. Jersey TV Co.)

Canal

115.5 Approx. 450 feet westerly of highway 8-inch Water Main

drawbridge at Seashore Rd., Cape May (Twp. of Lower Canal Municipal Utils.

Section 01 30 00 Page 16

Authority)

115.5 On the westerly side of Bayshore Rd., Submarine Cable

Lower Twp, Cape May Co., NJ (NJ Bell Tel. Co.)

115.5 On the westerly side of the fixed Submarine Cable

bridge along Seashore Rd., Lower (NJ Bell Tel. Co.)

Twp., Cape May Co., NJ

116.4 Easterly side of Bayshore Rd., Cape Submarine Cable

May Canal (NJ Bell Tel. Co.)

117.6 Approx. 2,000 feet easterly from the Submarine Cable

Delaware Bay entrance to Cape May (U.S. Coast Guard) Canal

(3) The Contractor shall take all necessary precautions to prevent damage to these utilities. The Contractor shall cause timely notice of the dredging to be given to the owners and, when in the opinion of the Contractor such action is necessary, he shall request that the Government require said owner or owners to mark the pipelines or move the cables so as to avoid interference with the dredging operations.

Any request made by the Contractor shall be within 30 days following his receipt of the Notice to Proceed.

(4) Disclaimer: The above information may not be complete and it is the Contractor's responsibility to investigate all crossings.

j. 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. The radio telephone equipment shall operate on VHF Channel 13 (156.65 MHz) with low power output having a communication range of approximately ten miles. The frequency has been approved by the Federal Communication Commission.

k. Disposal Areas: Government-furnished disposal areas will be available under this contract. See Section 35 20 23 DREDGING for specific locations for each dredging area.

l. The most recent dredging of NJIWW and adjacent New Jersey Waterways was performed under Contract W912BU22C0009, and was completed in April 2023.

m. Water Quality Certificates from the State of New Jersey and other agency approvals are on file in the Office of the Chief, Operations Division,Philadelphia District. The Government will coordinate with resource agencies on all permit approvals as needed.

n. Magnitude of the Contract Work. The estimated value of the contract is between $1,000,000 and $5,000,000.

1.6 LAYOUT OF WORK (DEC 1996)

The Contractor shall lay out its work from Government-provided channel coordinates and survey control points, furnished as part of each work assignment. The Contractor shall furnish, at its own expense, such stakes, templates, platforms, equipment, range markers and labor as may be required in laying out any part of the work, from the channel coordinates and surveying benchmarks furnished by the Government and shall be responsible

Section 01 30 00 Page 17 for all measurements in connection therewith. If any Government control is found disturbed or destroyed, this must be communicated to the Philadelphia District Surveys Branch through the COR before any control is re-established. The Contractor shall be responsible for executing the work to such lines and grades as may be established or indicated by the Contracting Officer. The Contractor shall have real time differential GPS positioning in accordance with the Corps surveying manual, EM 1110-2-1003, for class 1 survey requirements for dredge positioning. The Contractor shall provide real time positioning on a computer screen during dredging, and have the capability of playback in 15 minute intervals. The position must be recorded on disk every 15 minutes and submitted to the Contracting Officer on a daily basis. (CENAP)

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in the clause of the contract entitled "Permits and Responsibilities". However, if, in the judgement of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood or hurricane, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor shall make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work, and equitable adjustment pursuant to Contract Clause entitled "Changes," will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damages to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense regardless of the cause of such damage. (CENAP)

1.8 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specifications requirements shall be executed in triplicate copies. Each certificate shall be signed by an official authorized to certify on behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

(CENAP)

1.9 PERFORMANCE EVALUATION OF CONTRACTOR (MAR 2014)

a. As a minimum, the Contractor's performance will be evaluated upon final acceptance of the work for contracts less than one year in duration.

Contracts in excess of one year will receive at a minimum, an annual interim evaluation in addition to the final evaluation. However, interim evaluation may be prepared at any time during contract performance when determined to be in the best interest of the Government. The evaluation

Section 01 30 00 Page 18 will be entered into the Contractor Performance Assessment Reporting System

(CPARS).

b. CPARS is a web-enabled application that supports the completion, distribution, and retrieval of construction contract performance evaluations. CPARS is for UNCLASSIFIED use only. An evaluation assesses Contractor performance and provides a record, both positive and negative, on a given contract. Each evaluation is based on objective facts and supported by contract management data, such as contract performance elements that evaluate quality, timely performance, effectiveness of management, and compliance with contract terms, labor standards, and safety requirements. The Contractor will be rated either outstanding, above average, satisfactory, marginal, or unsatisfactory in the areas of Contractor Quality Control, Timely Performance, Effectiveness of Management, Compliance with Labor Standards, and Compliance with Safety Standards. The Contractor will be advised of any unsatisfactory rating, either in an individual element or in the overall rating, prior to completing the evaluation, and all Contractor comments will be made a part of the official record. Performance Evaluation Reports will be available to all DOD Contracting offices for their future use in determining Contractor responsibility, in compliance with ER 415-1-17.

c. Upon successful award of the contract, the Contractor will be notified by CPARS via email that access has been granted to a contract within the system. The email will contain instructions of how to log into the system.

(CENAP)

1.10 SIGNAL LIGHTS (FEB 1983)

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 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 pipe lines, 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 navigable channels, as approved by the Commandant, U.S. Coast Guard with respect to vessels in inland waters (33 CFR 88), as applicable. (CENAP)

1.11 CONTINUITY OF WORK (APR 1965 OCE)

No payment will be made for work done in any area designated by the Contracting Officer 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. 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 gages or ranges cannot be seen or properly followed. (CENAP)

1.12 ACCOMMODATIONS AND MEALS FOR GOVERNMENT INSPECTORS (1965 APR OCE)

a. The Contractor shall furnish regularly to Government inspectors on board the dredge a suitable separate area for an office. A separate trailer on the dredge may be supplied in lieu of a room. The trailer must be securely

Section 01 30 00 Page 19 lashed to the dredge and enclosed by railings. The room or trailer shall be fully equipped and maintained to the satisfaction of the Contracting Officer; it shall be properly heated, ventilated, lighted and insulated from noise, and shall have a desk which can be locked, a chair for each inspector, and washing conveniences. The entire cost to the Contractor for furnishing, equipping and maintaining the foregoing accommodations shall be included in the cost of all bid items. If the Contractor fails to meet these requirements, the facilities referred to above will be secured by the Contracting Officer, and the cost thereof will be deducted from payments to the Contractor.

b. If the Contractor maintains on this work an establishment for the subsistence of his own employees, he…