W912BU-17-B-0019Specs.pdf

IFB W912BU-17-B-0019

US Army Corps of Engineers Philadelphia District

Maintenance Dredging

New Jersey Intracoastal Waterway and Adjacent New Jersey Waterways

Construction Solicitation and Specifications

25 August 2017

This page was intentionally left blank for duplex printing.

25 AUGUST 2017

INVITATION NO. W912BU-17-B-0019

PHILADELPHIA DISTRICT

CORPS OF ENGINEERS

INVITATION FOR BIDS

FOR

MAINTENANCE DREDGING

NEW JERSEY INTRACOASTAL WATERWAY

AND

ADJACENT NEW JERSEY WATERWAYS

I. NOTE THE AFFIRMATIVE ACTION REQUIREMENT OF THE EQUAL OPPORTUNITY CLAUSE

WHICH MAY APPLY TO THE CONTRACT RESULTING FROM THIS SOLICITATION.

II. BIDDERS ARE REQUIRED TO COMPLETE THE REPRESENTATION AND CERTIFICATIONS

PORTION OF SECTION 00 45 00 OF THIS SOLICITATION AND SUBMIT THIS WITH THEIR

BID.

00 10 00-3

BIDDING SCHEDULE

(To be attached to SF 1442)

Item Estimated Unit Estimated No. Description Quantity Unit Price Amount

1. Mobilization & Demobilization 1 Job L.S. $ _

2. 12”-14” Dredge with Operating Personnel and Attendant Plant 2,000 Hours $ $ _

3. 10” Dredge with Operating Personnel and Attendant Plant 275 Hours $ $ _

4. Tugboat with Operating Personnel 100 Hours $ $ _

5. Dozer with Operating Personnel 15 Days $ $ _

6. Crawler Mounted Dragline with Operating Personnel 15 Days $ $ _

7. Deck Barge 5 Days $ $ _

8. Compact Track Loader with Operating Personnel 15 Days $ $ _

9. 24” Steel Drainage Pipe 50 LF $ $ _

10. Sluice Weir 1 EA $ $ _

11. Silt Fence 200 LF $ $ _

12. Hay Bales 100 EA $ $ _

13. Coir Logs 200 LF $ $ _

14. Turbidity Barrier 100 LF $ $ _

TOTAL ESTIMATED BID AMOUNT $ _

NOTE: Bidders must bid on all items.

SECTION 00 50 05

PRE-AWARD SURVEY SUBMITTAL REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIVE RESPONSIBILITY CRITERIA

Award of the 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 must demonstrate compliance with the standards set forth in this section as a precondition to receiving award and will be required to submit pre-award survey information relating to Specialized Experience. Further, the Bidder must have performed as the prime contractor, or as a subcontractor having substantial responsibility for the work. Successful documentation can include but may not be limited to letters of recommendation, favorable ratings, etc. The requirements for this factor are detailed below.

1.2 SPECIALIZED EXPERIENCE ON SIMILAR TYPE WORK AND PROJECT EXPERIENCE

To demonstrate specialized experience, the apparent low Bidders shall provide the following as part of the pre-award survey information package:

a. The successful Contractor must demonstrate experience with at least 2 completed satisfactory projects of a similar nature on dredging projects involving beneficial use placement techniques such as marsh restoration and habitat creation on environmentally sensitive coastal marshes and wetlands. The satisfactory projects must have been completed within the last 10 years.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

Section 00 50 05 Page 1

US ARMY CORPS OF ENGINEERS

PHILADELPHIA DISTRICT

PRE-AWARD SURVEY

A. GENERAL INFORMATION

1) Name of Firm: ___________________________________________________________________

Address: __________________________________________________________________________

Phone: _____________________________________ Fax:__________________________________

Email: ____________________________________________________________________________

CAGE CODE:

If your company has more than one CAGE Code, please list all that apply.

2) Location where accounts are kept (if different than item 1 above): ____________________________

3) Type of Firm (Please check one):

Sole Proprietorship [ ] Partnership [ ] Corporation [ ] Joint Venture [ ] Other

Date Organized: ____________________________________

Date Incorporated: __________________________________

State of Incorporation: _______________________________

4) Attach list of Name of Officers.

Please check "Yes" or "No" for each of the following:

Have current officers of your firm ever been indicted? Yes [ ] No [ ]

Are any of your officers currently under indictment? Yes [ ] No [ ]

If you have answered "Yes" to either of the above, please attach an explanation.

5) Has your firm been terminated for default on any contracts in the past six years? Yes [ ] No [ ] (If yes, please attach an explanation)

Section 00 50 05 Page 2

B. PROPOSED SCHEDULE

Submit a preliminary schedule depicting your project plan from start to final completion. The schedule you submit will be used to determine your ability to successfully perform the project within the time frame stated in the specifications.

IAW FAR 52.236-15, Schedules for Construction Contracts, you will be required to submit a fully loaded schedule within five days after work commences on the awarded contract.

C. PERFORMANCE AND PAYMENT BOND INFORMATION

1) Performance & Payment Bonds will be furnished by:

Name of Company: _______________________________________________________________

Phone No: _____________________________________________________________________

2) Firm's bonding capacity as authorized by your Insurance Company:

Single Project: ___________________________________________________________________

Aggregate Basis: _________________________________________________________________

D. BANKING INFORMATION

Name of Bank: ___________________________________________________________________

Address: ________________________________________________________________________

Account Representative: ____________________________________________________________

Phone No: ________________________________ E-mail: _______________________________

Authorized Credit Line: ________________________________________________

If additional banks are utilized, please provide this information for each.

E. INSURANCE INFORMATION

Name of Insurance Company: ______________________________________________________

Type of Insurance Provided: _______________________________________________________

Insurance Agency: _______________________________________________________________

Address: _______________________________________________________________________

Agent: _________________________________________________________________________

Phone No: ______________________________ Email: _________________________________

If more than one insurance company is utilized, please provide this formation for each.

Section 00 50 05 Page 3

F. FINANCIAL DATA

Please provide the last two certified public accountant's financial statements.

G. SAFETYDATA

Please check "Yes" or "No" for each of the following:

1. Does your firm have a Standard Operating Procedure for Safety?

Yes [ ] No [ ] If yes, please provide a copy.

Does your firm have a Policy Letter dealing with Safety?

Yes [ ] No [ ] If yes, please provide a copy.

2. What was your accident rate for last year? _____________________

3. What is your accident rate to date for this year? ____________________

H. QUALITY CONTROL DATA

Please check "Yes" or "No" for each of the following:

1. Does your firm have a Standard Operating Procedure for Quality Control?

Yes [ ] No [ ] If yes, please provide a copy.

2. Does your firm have a Policy Letter dealing with Quality Control?

Yes [ ] No [ ] If yes, please provide a copy.

I. EQUIPMENT DATA

Please provide the following data for each piece of construction equipment (including equipment you will rent or lease), intended to be used on the project. Do not include consumables.

Make Year Mfg.

Description Purchase Price (if equipment is owned) Size Book Value (if equipment is owned) Model Number Unpaid Balance (if equipment is owned)

J. EXPERIENCE DATA

1. Please provide the following data for all major projects in progress or completed with the past three years.

Also, provide the same data for Corps of Engineer projects completed within the last five years. Those projects containing work similar in nature to that involved under this solicitation are to marked with an asterisk (*).

Name and Address of Owner Point of Contact and Telephone Number Project Location Type of Work performed by your firm Indicate whether you performed as a prime or subcontractor Name of Architect/Engineer in charge for Owner Address of Architect/Engineer Contract or Subcontract Amount Approximate date completed or, if not completed provide percent complete

Section 00 50 05 Page 4

Were time extensions necessary? Were penalties imposed? Were liens, claims or stop work orders filed?

2. How many years have you been in business as a contractor? ________________________________

3. How many years experience in the type of work involved in the subject solicitation do you have

a) as prime contractor? ___________________________________

b) as a subcontractor? ___________________________________

K. KEY PROJECT PERSONNEL

Please provide resumes for each of the following key personnel to be assigned to this project:

Project Engineer, Superintendent, Quality Control Manager/Technician, Safety Technician, Office Engineer

(Signature of Person Supplying Data)

(Print or Type Name and Title of Person Supplying Data)

(Phone No.)

(Email Address)

Section 00 50 05 Page 5

SPECIAL CONTRACT REQUIREMENTS

TABLE OF CONTENTS

TABLE OF CONTENTS

SPECIAL CONTRACT REQUIREMENTS

00 73 00 SPECIAL CLAUSES

00 73 05 CONTRACT ADMINISTRATION DATA

00 73 15 WAGE RATES

00 73 25 REGIONS FOR THE CONSTRUCTION EQUIPMENT OWNERSHIP AND

OPERATIONS EXPENSE SCHEDULE

00 73 30 WORK AREAS

SECTION 00 73 00

SPECIAL CLAUSES

PART 1 GENERAL

1.1 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 sketches and in the specifications are the result of site investigations by surveys.

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

Section 00 73 00 Page 1

NORTH MARKER To SOUTH MARKER Delta from MLLW to NAVD88

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

443 463 2.63

463 END (CSI) 2.73

c. Weather Conditions. The site of the work is sheltered from storms, except for open areas of the waterway adjacent to some of the inlets. 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 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 for each work assignment advising navigation interests that the Contractor's dredging plant will be operating in the Harbor. The Contractor shall submit each such request to the U.S. Coast Guard, MSO/Group Philadelphia, 1 Washington Avenue, Philadelphia, PA 19147-4395. The Contractor shall furnish a copy of each request to the Contracting Officer not less than five days prior to the start of dredging.

Each request shall 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

Section 00 73 00 Page 2 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 the aid. To request a relocation, Contractors shall contact Waterways Management Section Chief: Mr. Chris Scraba at (757)398-6230 or Waterways Management Assistant Section Chief/NJ, DE, PA Project Officer: LCDR Tiffany Johnson at (757)398-6516; e-mail cgd5waterways@uscg.mil or FAX (757)398-6303 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 for dredging at various locations along the New Jersey Intracoastal Waterway and additional waterways connecting to deep waters adjacent to the New Jersey Intracoastal Waterway, as shown on the sketch included in Section 00 73 30 of this specification.

h. 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

Clearance Statute Miles 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 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

Section 00 73 00 Page 3

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:

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

Section 00 73 00 Page 4

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

(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.)

Section 00 73 00 Page 5

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

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

Section 00 73 00 Page 6

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.)

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.)

Section 00 73 00 Page 7

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

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

Section 00 73 00 Page 8

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.

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

Section 00 73 00 Page 9

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)

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.)

Section 00 73 00 Page 10

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

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.)

Section 00 73 00 Page 11

93.6 Northerly side of 44st St., Sea IsleSubmarine 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.)

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.)

Section 00 73 00 Page 12

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.

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

Section 00 73 00 Page 13 along U.S. Rt. 9, Cape May Canal Gas Pipeline (NJ Natural Gas Co.)

115.1 Easterly side of PA-Reading SeashoreAerial 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 PowerWires

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.

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

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

Section 00 73 00 Page 14

Proceed.

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

i. Laying of Submerged Pipelines and Obstruction of Channel. Should it become necessary in the performance of this contract to use a submerged pipeline, the Contractor shall notify the Contracting Officer in advance of the schedule for placement of the pipeline. If the submerged line is to be placed across a navigable channel, the Contractor shall submit a request for approval at least 21 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 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 then 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.

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. The most recent dredging of NJIWW and adjacent New Jersey Waterways was completed under Contract W912BU-15-C-0036 during calendar year 2016.

l. Disposal Areas: Government-furnished disposal areas will be available under this contract. Their locations will be along the New Jersey Intracoastal Waterway and Cape May Canal. The Government-furnished Cape May Canal Confined Disposal Facility will be used for placement of material dredged from the adjacent Cape May Lewes ferry channel portion of the New Jersey Intracoastal Waterway. Additional placement areas along the New Jersey Intracoastal Waterway will be provided by the Government as dredging assignments are given and may include marsh restoration.

m. A Water Quality Certificate from the State of New Jersey for the New Jersey Intracoastal Waterway portion of this work is on file in the Office of the Chief, Operations Division,Philadelphia District.

n. Magnitude of the Contract Work. The estimated value of the contract is

Section 00 73 00 Page 15 between $1,000,000 and $5,000,000.

1.2 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 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. This requirement may be achieved with daily reports from an Automatic Identification System (AIS). Reports need to include at a minimum, time, date, latitude, and longitude.(CENAP)

1.3 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (APRIL 2011)

(a) The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR clause 52.222-8, Payrolls and Basic Records and FAR clause 52.222-13, Compliance with Davis-Bacon and Related Act Regulations.

(b) If the contractor elects to use an electronic Davis-Bacon Act payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with Davis-Bacon and Related Act Regulations. When the contractor uses an electronic Davis-Bacon Act payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic Davis-Bacon Act payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and Related Act Regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract admin office to the electronic payroll processing system used by the contractor.

(c) The contractor’s provision and use of an electronic payroll processing system shall meet the following basic functional criteria: commercially available; compliant with appropriate Davis Bacon Act payroll provisions in

Section 00 73 00 Page 16 the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract; capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://rms.usace.army.mil/guides.aspx) for export in an Excel spreadsheet to be imported into the contractor’s Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government’s Resident Management System (RMS); demonstrated security of data and data entry rights; ability to produce contractor-certified electronic versions of weekly payroll data;

ability to identify erroneous entries and track the data/time of all versions of the certified Davis-Bacon Act payrolls submitted to the government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic D-B payroll processing system shall be provided to the Government during contract closeout.

(d) All contractor-incurred costs related to the contractor’s provision and use of an electronic payroll processing service shall be included in the contractor’s price for the overall work under the contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services shall not be a separately bid or reimbursed item under this contract. (UAI 22.406-6-100)

1.4 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

a. This clause does not apply to terminations. See 52.249-5000, Basis for Settlement of Proposals, and FAR Part 49.

b. Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by the Contractor or sub-contractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial or series for which the Government can determine both ownership and operating costs from the Contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment from the Contractor's accounting records, costs for the equipment shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region I. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule.

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

c. Equipment rental costs are allowable, subject to the provisions of FAR 31.205(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

d. When actual equipment costs are proposed and the total amount of the pricing action exceeds the small purchase threshold, the contracting officer shall request the contractor to submit either certified cost or

Section 00 73 00 Page 17 pricing data, or partial/limited data, as appropriate. This data shall be submitted on Standard Form 1411, "Contract Pricing Proposal Cover Sheet."

(UAI 31.105-101)

Note #1: The small purchase threshold is $150,000.

Note #2: By submitting cost or pricing data, the Contractor grants to the Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. This right shall extend for two years after expiration of contract performance. After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

1.5 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)

1.6 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)

1.7 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.

Section 00 73 00 Page 18

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 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.