Green Brook Flood Risk Management Project - Segments C2 H Contract 2 - Amendment 4 - Specifications - 11-17-2022.pdf

US Army Corps of Engineers

NEW YORK DISTRICT

GREEN BROOK FLOOD RISK MANAGEMENT PROJECT

GREEN BROOK SUB-BASIN OF THE RARITAN RIVER

SEGMENTS C2&H CONTRACT 2

BOROUGH OF MIDDLESEX, NEW JERSEY

Specifications

Amendment #4 November 2022

IFB NO. W912DS-22-B-0022

Green Brook Flood Risk Management Project Segments C2&H Contract 2

PROJECT TABLE OF CONTENTS

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

00 00 01 COVER SHEET

00 90 01 FLOOD HAZARD AREA PERMIT AND FRESHWATER WETLANDS

INDIVIDUAL PERMIT

00 90 02 SOIL EROSION AND SEDIMENT CONTROL CERTIFICATION

00 90 03 NEW JERSEY POLLUTANT DISCHARGE ELIMINATION SYSTEM (NJPDES)

PERMIT

00 90 04 NEW JERSEY TRANSIT TEMPORARY OCCUPANCY PERMIT

00 90 05 ENGINEER MANUAL

00 90 06 MITIGATION CREDITS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00.00 18 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

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

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 20.00 18 STREAM DIVERSION AND DEWATERING

01 54 00.00 18 MOBILIZATION AND DEMOBILIZATION

01 55 00.00 18 MAINTENANCE AND PROTECTION OF TRAFFIC

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23.00 18 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

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

02 21 80.00 18 MONITORING OF EXISTING STRUCTURES

02 41 00 DEMOLITION AND DECONSTRUCTION

DI VI SI ON 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 31 01.00 10 CAST-IN-PLACE CONCRETE

03 39 00.00 10 CONCRETE CURING

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 05 23.16 STRUCTURAL WELDING

PROJECT TABLE OF CONTENTS Page 1

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

05 59 20 FABRICATION OF HYDRAULIC STEEL STRUCTURES

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 21 13 BOARD AND BLOCK INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 90 00 PAINTS AND COATINGS

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DI VI SI ON 10 - SPECI ALTI ES

10 28 13 TOILET ACCESSORIES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 73 SEISMIC CONTROL FOR MECHANICAL, HVAC, AND ELECTRICAL

EQUIPMENT

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 13 29 SANITARY SEWERAGE PUMPS

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 09 53.00 20 SPACE TEMPERATURE CONTROL SYSTEMS

23 31 13.00 40 METAL DUCTS

23 82 46.00 40 ELECTRIC UNIT HEATERS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.00 28 CYBERSECURITY FOR CIVIL WORKS OPERATIONAL TECHNOLOGY

25 14 01 PUMP STATION INSTRUMENTATION AND CONTROL PANELS

DI VI SI ON 26 - ELECTRI CAL

26 08 00 APPARATUS INSPECTION AND TESTING

PROJECT TABLE OF CONTENTS Page 2

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 ELECTRICAL SYSTEM ANALYSIS

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH

AUXILIARIES

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 70 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 21 GEOGRID SOIL REINFORCEMENT

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

31 32 11 SOIL SURFACE EROSION CONTROL

31 41 16 SHEET PILING

31 63 29 DRILLED MICROPILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 DENSE-GRADED AGGREGATE (DGA) BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 01 50.31 LEAK DETECTION FOR FUELING SYSTEMS

33 08 55 FUEL DISTRIBUTION SYSTEM START-UP (NON-HYDRANT)

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 52 40 FUEL SYSTEMS PIPING (NON-HYDRANT)

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 57 55 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 22 25 ELECTRICALLY POWERED RISING STEM SLIDE GATES (SLUICE

GATES) AND FLAP GATES

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES

35 31 19.20 ARTICULATING CONCRETE BLOCK REVETMENTS

35 41 00 LEVEE CONSTRUCTION

35 45 02.00 10 SUBMERSIBLE PUMP, AXIAL-FLOW AND MIXED-FLOW TYPE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 00 00 01

COVER SHEET

PART 1 GENERAL

NEW YORK DI STRI CT

CORPS OF ENGI NEERS

NEW YORK, NEW YORK 10278- 0090

I NVI TATI ON FOR BI DS

FOR

GREEN BROOK SUB- BASI N OF THE RARI TAN RI VER BASI N

FLOOD RI SK MANAGEMENT PROJECT, SEGMENTS C2 & H

MI DDLESEX, NEW JERSEY

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS-XX-X-XXXX

2. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

3. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS TO BIDDERS.

4. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL OPPORTUNITY clause as it applies to the contract resulting from this solicitation. (See paragraph NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY in this IFB).

5. REPRESENTATIONS AND CERTIFICATIONS - Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

6. GENERAL CONDITIONS - Note in particular the PROHIBITION SEGREGATED FACILITIES. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause.

7. Please review all bonds and accompanying documents required to be submitted. Bonds, Powers of Attorney, statements of authenticity and continuing validity, and all related documents MUST NOT bear computer printer-generated signatures and/or seals. Documents bearing signatures and/or seals generated as part of a document, as opposed to being affixed to the document after its generation, will not be accepted. Submission of such documents may render the bid or offer non-responsive and ineligible for award.

PART 2 PRODUCTS

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DOCUMENT 00 00 01 Page 1

PART 3 EXECUTION

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DOCUMENT 00 00 01 Page 2

SECTION 00 90 01

FLOOD HAZARD AREA PERMIT AND FRESHWATER WETLANDS INDIVIDUAL PERMIT

PART 1 GENERAL

The Flood Hazard Area and Preshwater Wetlands Individual Permit received from the New Jersey Department of Environmental Protection (NJDEP) is attached at the end of this section. All work on this project shall be in conformance with this permit.

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DOCUMENT 00 90 01 Page 1

SECTION 00 90 02

SOIL EROSION AND SEDIMENT CONTROL CERTIFICATION

PART 1 GENERAL

The Soil Erosion and Sediment Control Certification received from the Freehold (NJ) Soil Conservation District (SCD) is attached at the end of this section. All work on this project shall be in conformance with this certification.

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DOCUMENT 00 90 02 Page 1

SECTION 00 90 03

NEW JERSEY POLLUTANT DISCHARGE ELIMINATION SYSTEM (NJPDES) PERMIT

PART 1 GENERAL

The New Jersey Pollutant Discharge Elimination System (NJPDES) Stormwater Discharge permit received from the New Jersey Department of Environmental Protection (NJDEP) is attached at the end of this section. All work on this project shall be in conformance with this permit.

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DOCUMENT 00 90 03 Page 1

SECTION 00 90 04

NEW JERSEY TRANSIT TEMPORARY OCCUPANCY PERMIT

PART 1 GENERAL

The permit received from New Jersey Transit to carry out levee construction work on the NJ Transit railroad embankment and right-of-way is attached at the end of this section. All work performed within the NJ Transit right-of-way shall be in conformance with this permit.

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DOCUMENT 00 90 04 Page 1

SECTION 00 90 05

ENGINEER MANUAL

PART 1 GENERAL

Engineer Manual EM 1110-2-6056 Standards and Procedures for Referencing Project Elevation Grades to Nationwide Vertical Datums is included as part of this solicitation and is posted in the SAM.gov website with the Plans and Specifications, as an attachment.

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DOCUMENT 00 90 05 Page 1

SECTION 00 90 06

MITIGATION CREDITS

PART 1 GENERAL

1.1 General Requirements

The Contractor shall purchase credits from a wetland mitigation bank located in Watershed Management Area (WMA) 09 to mitigate impacts to forested wetlands, open water, and riparian zones within 30 days of issuance of Notice to Proceed.

1.2 Submittals

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.00 18 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Proof of Purchase of 9.73 Forested Wetland Mitigation Credits; G

Proof of Purchase of 0.71 Open Water Mitigation Credits; G

Proof of Purchase of 5.73 Riparian Zone Mitigation Credits;G

1.3 Mitigation Bank Certification

1.3.1 Watershed Management Area

The mitigation bank must be certified by the New Jersey Department of Environmental Protection (NJDEP) to sell wetland credits for project impacts occurring in WMA 09.

1.3.2 Credits Categories

The mitigation bank must be certified by the NJDEP to sell wetland credits for project impacts to freshwater forested wetlands, open water and riparian zone.

1.3.3 Easements and Assurances

The mitigation bank must have easements recorded and financial assurances in place as required by the NJDEP.

1.3.4 Approved Mitigation Banks

At this time, the following bank(s) are approved to serve the project area for forested wetlands, open water and riparian zone impacts. Additional banks may be approved at any time, so please contact the Mitigation Unit for the most up to date service area information.

DOCUMENT 00 90 06 Page 1

1.3.4.1 Cranbury Mitigation Bank

Contact Brian Cramer of GreenVest/Cranbury LLC at 732-902-6644, extension 201 or at Brian@GreenVestUS.com

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PART 3 EXECUTION

3.1 Proof of Purchase Submission Requirements

Submit proofs of purchase of mitigation credits to the Contracting Officer, to the USACE-New York District Chief of Environmental Analysis Branch, and submit a hard copy to the attention of the Mitigation Unit Supervisor, NJDEP, Division of Land Use Regulation at Mail Code 501-02A, P.O. Box 420, Trenton, NJ 08625-0420.

3.2 Forested Wetland Mitigation Credits

The Contractor shall purchase and submit Proof of Purchase of 9.73 Forested Wetland Mitigation Credits.

3.3 Open Water Mitigation Credits

The Contractor shall purchase and submit Proof of Purchase of 0.71 Open Water Mitigation Credits.

3.4 Riparian Zone Mitigation Credits

The Contractor shall purchase and submit Proof of Purchase of 5.73 Riparian Zone Mitigation Credits.

DOCUMENT 00 90 06 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

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

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

(iii) complete the entire work ready for use, not later than 730 calendar days after the date the Contractor receives the notice to proceed, except in case the Contracting Officer determines that seeding is not feasible during the construction period, the Contractor shall accomplish such seeding in the first planting period following the contract completion date. This action will not operate to extend the performance time for the balance of the work. The time stated for completion shall include final cleanup of the premises. (FAR 52.212-3)

Options may be exercised at the discretion of the Government and are not mandatory.

If Option #1 is exercised, Bid Item Numbers 0025AA thru 0025AJ shall be exercised within 730 calendar days of issuance of the Base Bid NTP. If Option #1 is exercised, 548 calendar days will be added to the contract duration.

If Option #2 is exercised, Bid Item Numbers 0026AA thru 0026AR shall be exercised within 730 calendar days of issuance of the Base Bid NTP. If Option #2, 548 calendar days will be added to the contract duration.

If either Option #1 or Option #2 is exercised, 548 calendar days will be added to the contract duration. Only one 548 calendar day extension will be added whether one or both options are exercised.

Option #3 and Bid Item Number 0027AA may be exercised with the Base Contract. No change to the schedule will accompany exercise of this option.

If Option #4 is exercised, Bid Item Number 0028AA shall be exercised within 548 calendar days of issuance of the Base Bid NTP. No change to the schedule wil accompany exercise of this option.

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

c. All work shall be in accordance with the drawings and specifications or instructions attached hereto and made a part thereof, or to be furnished hereafter by the Contracting Officer and subject, in every detail, to his supervision, direction, and instructions.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification

SECTION 01 11 00 Page 1 identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00.00 18 SUBMITTAL

PROCEDURES:

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

This project if for construction of flood protection measures in Segment C2 on the right bank of Bound Brook and in Segment H on the left bank of Bound Brook in the Borough of Middlesex, NJ. The work includes, but is not limited to, the features listed below.

Base Contract

a. Rolling steel closure gates supported on reinforced concrete monoliths, founded on drilled micropiles, across South Lincoln Ave on each side of Bound Brook - one in Segment C2 and one in Segment H

b. Reinforced concrete floodwalls on drilled micropile foundations adjoining both sides of the closure gate monoliths across South Lincoln Ave on the left bank of Bound Brook (Segment H).

c. Installation of light standards on the closure gate monoliths and associated buried conduit to provide power.

d. Temporary and/or permanent relocation of utilities both overhead and buried beneath South Lincoln Ave to facilitate construction of the closure gates.

e. Management of traffic during road closure for construction on of the South Lincoln Ave closure gates. (The contract documents require a detour.)

f. Repaving and associated restoration of South Lincoln Ave.

g. Construction of miscellaneous drainage features on and adjacent to South Lincoln Ave.

h. Installation of scour protection armor around the culverts that that convey Bound Brook beneath South Lincoln Ave.

i. Micropile load verification tests.

Option 1

a. Construction of earthen embankment levees in Segment H adjoining the concrete floodwalls both upstream (east) and downstream (west) of South Lincoln Ave.

b. Connection of the east end of the Segment H levee to the New Jersey Transit railroad embankment.

c. Construction of two water detention ponds in Segment H.

d. Construction of culverts and gatewells to control and convey water from the Segment H detention ponds to Bound Brook.

e. Construction of miscellaneous drainage features in Segment H.

f. Installation of scour/erosion protection armor on the embankments and along the banks of Bound Brook.

Option 2

a. Construction of earthen embankment levee in Segment C2.

b. Construction of pump station and pond BDR2, including control building, wet well and all associated equipment, power, instrumentation and controls, access road, connection to sanitary sewer system and drainage features.

c. Construction of pump station and pond BDR3, including control building, wet well and all associated equipment, power, instrumentation and controls, access road and drainage features.

d. Installation of scour/erosion protection armor on the embankments and along the banks of Bound Brook.

SECTION 01 11 00 Page 2

1.3.1.1 DFARS 236.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

This project is estimated between 25 million and 100 million.

1.3.2 Location

The work is located in the Borough of Middlesex, NJ. The exact location is shown on the contract drawings.

1.4 AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

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

1.5 EXISTING WORK

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

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

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

1.6 LOCATION OF UNDERGROUND UTILITIES

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

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

1.6.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.7 UTILITY RELOCATIONS

Contractor shall coordinate temporary and permanent utility relocations with utility owners. See specification section 00 10 00 SF 1442 and Bidding Schedule and section 01 22 00.00 10 Price and Payment Procedures.

SECTION 01 11 00 Page 3

1.8 UTILITY CONTACT INFORMATION

New Jersey American Water Michael Wolan Manager Engineering - PD North 120 Raider Blvd.

Hillsborough, NJ 08844 Office: 908-431-3225 Mobile: 908-482-4702 Mike.Wolan@amwater.com

PSE&G Gas Charles Miracola Sr. Project Manager 4000 Hadley Road South Plainfield, NJ 07080 908-412-2215 Charles.MiracolaJr@pseg.com

PSE&G Electric Robert Mido Jr.

Sr. Engineer Technician 472 Weston Canal Rd Somerset, NJ 08873 732-764-3158 Robert.Midojr@pseg.com

Verizon (Communication lines along S Lincoln Ave) Thomas Grabowski Public Requirements Engineer Verizon NJ 6000 Hanley Road South Plainfield, NJ 07080 Tel: 908-412-6169 thomas.j.grabowski@verizon.com

Verizon (Buried fiber optic lines crossing alignment) Stephen Parretti Senior Engineer 4 Laflash Lane Leicester, Massachusetts 01524 Mobile: 508-892-3381 Stephen.Parretti@verizon.com

Borough of Middlesex, Department of Public Works (Sanitary Sewer) Leonard Vidal Superintendent 110 Main Street Middlesex, NJ 08846 Office: 732-969-1603 Mobile: 908-255-8793 Lvidal@middlesexboro-nj.gov

New Jersey Transit Raymond Maleski Principal Project Engineer Infrastructure Engineering, 2nd Flr. Right of Way 110 Plaza East Newark, NJ 07105 Office: 973-491-8301

SECTION 01 11 00 Page 4

Mobile: 973-879-7132 RMaleski@NJTransit.com

Middlesex County Department of Transportation Solomon Caviness Transportation Department Head County Administration Building, 5th Floor 75 Bayard Street New Brunswick, NJ 08901 Office: 732-745-3283

Middlesex County Department of Transportation Val D'Aloia Department ofvTransportation, Senior Engineer 75 Bayard Street New Brunswick, NJ 08901 Phone: 732-745-8852 Valerio.D'Aloia@co.middlesex.nj.us

Borough of Middlesex Police Department Capt. Craig T. Comiskey 1101 Mountain Avenue Middlesex, NJ 08846 Office: 732-356-1900, ext 326 Mobile: 732-839-5614 CComiskey@middlesexpd.com

Altice USA (Cable) Jeremy Shihadeh Outside Plant Phone: 732-580-5768 Jshihade@cablevision.com

AT&T (Cable) Dennis Hermann Joe Max Consultants 695 Rt 46 W, Suite 301 Fairfield, NJ Phone: 609-332-2407 dhermann@joemaxtelecom.com

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SECTION 01 11 00 Page 5

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section 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 -- Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.00 18 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G , RO

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the project become familiar with EM 385-1-1 and obey all regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas.

1.3.1.1 Subcontractors and Personnel Contacts

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

1.3.2 Contractor Working Hours

Normal Contractor working hours shall be 8:00 A.M. to 4:30 P.M., Monday through Friday. No work will be permitted at night, on weekends or on Federal and State legal holidays, except when specifically authorized by the Contracting Officer.

1.3.3 Construction Schedule Restrictions

Construction of the Segment C2 levee from STA 12+22 to STA 13+40 shall not

SECTION 01 14 00 Page 1 commence until the floodwall that is embedded in the levee is constructed under a separate contract (by others). The Contractor shall not perform any construction or use this area for storage or any other uses during the period of time that the floodwall is under construction. The construction schedule for this portion of the levee shall be coordinated with and approved by the Contracting Officer.

1.3.4 No Smoking Policy

Smoking is prohibited except in designated smoking areas. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.5 Seasonal Restriction

Comply with the Migratory Bird Treaty Act of 1918 and the Migratory Bird Conservation Act of 1929 requirements to protect bird species that may potentially nest within the project area by implementing a restriction on shrub and tree removal during construction activities during the 1 April through 30 September (NJDFW 2006) window to avoid adverse impacts to listed species that are covered under this act and to endangered bats.

1.3.6 Spotted Lanternfly Quarantine

a. The spotted lanternfly is a highly invasive insect species originally from Asia regulated by both the Federal and state governments. The New Jersey Department of Agriculture has established a quarantine zone that comprises the following counties: Burlington, Camden, Essex, Gloucester, Hunterdon, Middlesex, Mercer, Monmouth, Morris, Salem, Somerset, Union, and Warren.

https://www.nj.gov/agriculture/news/press/2021/approved/press210830.html

b. Per the New Jersey Department of Agriculture, businesses that move within or from the quarantine zone are required to obtain a permit and undergo training to certify their knowledge of preventing and controlling the potential distribution of this species. Due to the site being within the quarantine zone, the Contractor and sub-contractors must comply with this requirement. Additional information can be found at:

https://extension.psu.edu/slf-permit-training-nj

c. In addition, the Contractor must become familiar with the identification of and control of spotted lanternflies. If the Contractor observes adult lanternflies or egg masses on site, the Contractor must kill them. Adult lanternflies can be squashed, egg masses can be scraped into a zip-lock plastic bag and disposed

of. Additional information regarding the spotted lanternfly, including identification and control requirements, are included in the following link:

https://www.nj.gov/agriculture/divisions/pi/prog/pests-diseases/spotted-lanternfly/

SECTION 01 14 00 Page 2

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SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 BASE CONTRACT

1.1.1 Lump Sum Payment Items

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

1.1.1.1 Bid Item 0001 - Mobilization and Demobilization

1.1.1.1.1 Payment

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

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

1.1.1.1.2 Unit of Measure

Unit of measure: Job.

1.1.1.2 Bid Item 0002 - Maintenance of Traffic

1.1.1.2.1 Payment

All work to obtain permits and to detour, maintain and protect traffic and the public during construction of flood gate closures, utility relocations and repaving on South Lincoln Ave.

1.1.1.2.2 Unit of Measure

Unit of Measure: Job.

SECTION 01 22 00.00 10 Page 1

1.1.1.3 Bid Item 0003 - South Lincoln Ave Paving

1.1.1.3.1 Payment

All work to demolish and restore of South Lincoln Ave following construction of flood gates on each side of Bound Brook, including but not limited to paving, sidewalks, curbs, gutters, guardrails and drainage structures.

1.1.1.3.2 Unit of Measure

Unit of Measure: Job.

1.1.1.4 Bid Item 0004 - Micropile Load Verification Tests

1.1.1.4.1 Payment

All labor, equipment and material to install two micropiles where indicated on the drawings, perform the specified load tests and provide a report.

1.1.1.4.2 Unit of Measure

Unit of Measure: Job.

1.1.1.5 Bid Item 0005 - Floodwall (Segments C2 & H)

1.1.1.5.1 Payment

All labor, equipment and materials to construct approximately 576 ft of concrete floodwall in Segment H between STA 62+69 and STA 68+45 and in Segment C2 between STA 33+97 and STA 35+78, including but not limited to excavation, shoring, dewatering, backfilling, compaction, embedments for rolling closure gates but excluding the rolling closure gates, micropiles and sheet pile cut-off walls.

1.1.1.5.2 Unit of Measure

Unit of Measure: Job.

1.1.1.6 Bid Item 0006 - Rolling Closure Gates (Segments C2 & H)

1.1.1.6.1 Payment

All labor, equipment and material for constructing the rolling closure gates in Segment C2 and in Segment H across South Lincoln Ave, including but not limited to fabrication, installation and acceptance testing.

1.1.1.6.2 Unit of Measure

Unit of Measure: Job.

1.1.1.7 Bid Item 0007 - Scour Protection and Armor at South Lincoln Ave Culverts

1.1.1.7.1 Payment

All labor, equipment and material for excavating and placing scour protection armor in the stream and on the banks of Bound Brook upstream, downstream and within the culverts that carry South Lincoln Ave over Bound Brook. 1.1.1.7.2 Unit of Measure

SECTION 01 22 00.00 10 Page 2

1.1.1.8 Bid Item 0008 - PSE&G Gas Line Relocations

1.1.1.8.1 Payment

Coordinate with utility owner to design, disconnect, remove, reinstall or install new underground gas line and provide temporary service if necessary to allow installation of floodwall gate monoliths and rolling closure gates across South Lincoln Ave in both Segment C2 and Segment H.

Amount paid shall include all payments made directly to utility owner and shall not include material, labor, equipment provided by the prime contractor and subcontractor or markups by same. Allowance amount of $200,000 to be included in bid and not changed. Actual payment will be based on actual costs as evidenced by utility company invoices.

Associated work and markups by prime contractor and subcontractors shall be included in the contractor's base bid.

1.1.1.8.2 Unit of Measure

Unit of Measure: Job

1.1.1.9 Bid Item 0009 - PSE&G Overhead Electric Line Relocations

1.1.1.9.1 Payment

Coordinate with utility owner to design, disconnect, remove, reinstall or install new overhead electric lines and provide temporary service if necessary to allow installation of floodwall gate monoliths and rolling closure gates across South Lincoln Ave in both Segment C2 and Segment H.

Amount paid shall include all payments made directly to utility owner and shall not include material, labor, equipment provided by the prime contractor and subcontractor or markups by same. Allowance amount of $200,000 to be included in bid and not changed. Actual payment will be based on actual costs as evidenced by utility company invoices.

Associated work and markups by prime contractor and subcontractors shall be included in the contractor's base bid.

1.1.1.9.2 Unit of Measure

Unit of Measure: Job.

1.1.1.10 Bid Item 0010 - Verizon Overhead Communications Lines Relocations

1.1.1.10.1 Payment

Coordinate with utility owner to design, disconnect, remove, reinstall or install new overhead communications lines and provide temporary service if necessary to allow installation of floodwall gate monoliths and rolling closure gates across South Lincoln Ave in both Segment C2 and Segment H.

Amount paid shall include all payments made directly to utility owner and shall not include material, labor, equipment provided by the prime contractor and subcontractor or markups by same. Allowance amount of $100,000 to be included in bid and not changed. Actual payment will be based on actual costs as evidenced by utility company invoices.

Associated work and markups by prime contractor and subcontractors shall be included in the contractor's base bid.

1.1.1.10.2 Unit of Measure

Unit of Measure: Job.

1.1.1.11 Bid Item 0011 - New Jersey American Water Line Relocations

1.1.1.11.1 Payment

Coordinate with utility owner to design, disconnect, remove, reinstall or install new underground water lines and provide temporary service if

SECTION 01 22 00.00 10 Page 3 necessary to allow installation of floodwall gate monoliths and rolling closure gates flood gate monoliths across South Lincoln Ave in both Segment C2 and Segment H. Amount paid shall include all payments made directly to utility owner and shall not include material, labor, equipment provided by the prime contractor and subcontractor or markups by same.

Allowance amount of $200,000 to be included in bid and not changed.

Actual payment will be based on actual costs as evidenced by utility company invoices. Associated work and markups by prime contractor and subcontractors shall be included in the contractor's base bid.

1.1.1.11.2 Unit of Measure

Unit of Measure: Job.

1.1.1.12 Bid Item 0012 - Middlesex Borough Sanitary Sewer Line Relocation

1.1.1.12.1 Payment

Coordinate with utility owner to design, disconnect, remove, reinstall or install new underground sanitary sewer line and provide temporary service if necessary to allow installation of floodwall gate monoliths and rolling closure gates across South Lincoln Ave in both Segment C2 and Segment H.

Amount paid shall include all payments made directly to utility owner and shall not include material, labor, equipment provided by the prime contractor and subcontractor or markups by same. Allowance amount of $200,000 to be included in bid and not changed. Actual payment will be based on actual costs as evidenced by utility company invoices.

Associated work and markups by prime contractor and subcontractors shall be included in the contractor's base bid.

1.1.1.12.2 Unit of Measure

Unit of Measure: Job.Text

1.1.1.13 Bid Item 0013 - Demolition of Residential Structure, Basement, Porches, Garage, Pavements, All Appurtenances and Disconnection and Capping of All Utilities On Block 252 Lot 18

1.1.1.13.1 Payment

All labor, equipment and material for demolishing and disposing of approximately 30 ft x 40 ft two story residential structure and basement, approximately 10 ft x 21 ft roof with porch, approximately 20 ft x 20 ft garage, all pavements, trees, landscaping and appurtenances on Block 252 Lot 18, including inspection for hazardous materials (asbestos and lead paint) prior to demolition.

1.1.1.13.2 Unit of Measure

Job.

1.1.2 Unit Price Payment Items

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

SECTION 01 22 00.00 10 Page 4

1.1.2.1 Bid Item 0014 - Sheet Pile Cut-Off Walls

1.1.2.1.1 Payment

All labor, equipment and material to install sheet pile in Segment C2 beneath concrete floodwall monoliths between STA 34+77 and STA 35+78 and in levee embankment between STA 28+52 and STA 28+82 and in Segment H beneath concrete floodwall monoliths between STA 62+69 and STA 68+45 and in levee embankment between STA 62+39 and STA 62+69 and between STA 68+45 and STA 68+75.

1.1.2.1.2 Measurement

The total quantity of sheet pile cut-off wall for which payment will be made will be the square feet measured to the nearest square foot calculated by multiplying the in place length of driven piles based on pile driving records multiplied by the published interlock to interlock sheet width multiplied by the number of sheets driven. Cut-off lengths will not be paid for. No additional payment will be made for piles requiring pulling and redriving.

1.1.2.1.3 Unit of Measure

Unit of Measure: Square Feet (SF)

1.1.2.2 Bid Item 0015 - Concrete Cut-Off Walls

1.1.2.2.1 Payment

All labor, equipment and material to install cast-in-place concrete cut-off wall in Segment H beneath concrete floodwall monoliths H-1 through H-12 (inclusive) between STA 62+66 and STA 67+59.56. Payment includes all excavation, backfill, reinforcment, waterstop at monolith joints, forming, material, placement, finishing, curing and any other work incidental thereto.

1.1.2.2.2 Measurement

The total quantity of cast-in-place concrete cut-off wall for which payment will be made will be the square feet measured to the nearest square foot calculated by multiplying the height of cut-off wall by the length required by the drawings. No additional payment will be made for extra length or for extra height beyond that to obtain the required embedment.

1.1.2.2.3 Unit of Measure

Unit of Measure: Square Feet (SF)

1.1.2.3 Bid Item 0016 - Lean Concrete Foundation Base

1.1.2.3.1 Payment

All labor, equipment and material to install cast-in-place lean concrete fill between bottom of monoliths H-13 and H-14 floodwall pile caps and top of decomposed rock. Payment includes all excavation and clean-up of rock surface, forming, material, placement, finishing, curing and any other work incidental thereto.

1.1.2.3.2 Measurement

The total quantity of lean concrete fill for which payment will be made will be the cubic yards measured to the nearest cubic yard calculated by multiplying the width plus 6 inches each side of the pile caps beneath which concrete fill is placed times the length plus 6 inches each end of the pile caps beneath which concrete fill is placed times the depth of concrete placed. No additional payment will be made for material placed

SECTION 01 22 00.00 10 Page 5 beyond these limits.

1.1.2.3.3 Unit of Measure

Unit of Measure: Cubic Yards (CY)

1.1.2.4 Bid Item 0017 - Micropiles in Overburden Soil

1.1.2.4.1 Payment

All labor, equipment and material for the portion of floodwall foundation micropiles installed in overburden soils above weathered shale in Segment C2 between STA 34+77 and STA 35+78 and in Segment H between STA 62+69 and STA 68+45, including but not limited to drilling, permanent casing, inspection, reinforcing and grouting.

1.1.2.4.2 Measurement

The total quantity for which payment will be made will be the casing length installed based on installation records, not including any cut-off length above specified top of casing. No additional payment will be made for cut-off lengths.

1.1.2.4.3 Unit of Measure

Unit of Measure: Linear Feet (LF)

1.1.2.5 Bid Item 0018 - Micropiles in Weathered Shale

1.1.2.5.1 Payment

All labor, equipment and material for the portion of floodwall foundation micropiles installed in weathered shale (rock socket) in Segment C2 between STA 34+77 and STA 35+78 and in Segment H between STA 62+69 and STA 68+45, including but not limited to drilling, temporary casing, inspection, reinforcing and grouting.

1.1.2.5.2 Measurement

The total quantity for which payment will be made will the required length of rock socket below the tip of the casing specified in the contract drawings. No additional payment will be made for sockets drilled deeper than required.

1.1.2.5.3 Unit of Measure

Unit of Measure: Linear Feet (LF)

1.1.2.6 Bid Item 0019 - Haul and Dispose of Unsatisfactory Material

1.1.2.6.1 Payment

All work to haul excess and/or unsatisfactory material from the base contract area to dispose of at an approved off-site location in accordance with the drawings and specifications, but not including any work in paragraph 1.1.2.5. "Estimated Quantities"

1.1.2.6.2 Measurement

The total quantity of unsatisfactory material for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material removed. If the samples from which unit weight is determined is taken from an excavated stockpile, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%. The unit weight will be determined through a USACE certified laboratory analysis of the soil removed from the project site.

The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

SECTION 01 22 00.00 10 Page 6

1.1.2.6.3 Unit of Measurement

Unit of Measurement: Cubic Yards (CY)

1.1.2.7 Bid Item 0020 - Contaminated Non-Hazardous Material Removal

1.1.2.7.1 Payment

All work for testing, handling, transporting, treating and off-site disposal of material taken from the base contract area exceeding NJDEP residential soil cleanup criteria and classified as contaminated non-hazardous (ID27 WASTE), suitable for landfill cover, roadway subbase and recycling facilities, complete. "Estimated Quantities"

1.1.2.7.2 Measurement

The total quantity of contaminated non-hazardous material removed for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material removed.

If the samples from which unit weight is determined is taken from an excavated stockpile, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%. The unit weight will be determined through a USACE certified laboratory analysis of the soil removed from the project site. The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.1.2.7.3 Unit of Measure

Unit of Measure: Cubic Yards (CY)

1.1.2.8 Bid Item 0021 - Top Soil

1.1.2.8.1 Payment

All work necessary to obtain top soil for use in the base contract area beyond what is available on site, meeting all state residential requirements, and transport it to the project site in accordance with the drawings and specifications. "Estimated Quantities"

1.1.2.8.2 Measurement

The total quantity of top soil for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material supplied. If the samples from which unit weight is determined is taken from a stockpile or truck, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%.

The unit weight will be determined through a USACE certified laboratory analysis of the soil in place and compacted as required at the project site. The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.1.2.8.3 Unit of Measure

Unit of Measurement: Cubic Yards (CY)

1.1.2.9 Bid Item 0022 - Forested Wetlands Mitigation Credits

1.1.2.9.1 Payment

Payment will be made upon submission of proof of purchase of forested wetlands mitigation credits from an approved mitigation bank.

1.1.2.9.2 Unit of Measure

Each

SECTION 01 22 00.00 10 Page 7

1.1.2.10 Bid Item 0023 - Open Water Mitigation Credits

1.1.2.10.1 Payment

Payment will be made upon submission of proof of purchase of open water mitigation credits from an approved mitigation bank.

1.1.2.10.2 Unit of Measure

Each

1.1.2.11 Bid Item 0024 - Riparian Zone Mitigation Credits

1.1.2.11.1 Payment

Payment will be made upon submission of proof of purchase of riparian zone mitigation credits from an approved mitigation bank.

1.1.2.11.2 Unit of Measure

Each

1.2 OPTION 1

1.2.1 Lump Sum Payment Items

Payment items for the work of Option 1 for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1.1 Bid Item 0025AA - Segment H Levees and Ponds

1.2.1.1.1 Payment

All work to construct the levees between STA 50+00 and STA 63+12 and between STA 67+87 and STA 90+24 and Ponds BDL1 and BDL2, including but not limited to clearing and grubbing, earthen embankment, benches, inspection trenches, swales, pavement, temporary and permanent fencing, grading, sheet pile connected to ends of floowalls, top soil, seeding and erosion control.

1.2.1.1.2 Unit of Measure

Unit of Measure: Job.

1.2.1.2 Bid Item 0025AB - Segment H Storm Drain Structures

1.2.1.2.1 Payment

All labor, equipment and material to construct Culverts H1, H2, H3, H4, H5, H6, H7, H8 and their appurtenances, including but not limited to reinforced concrete pipes, reinforced concrete boxes, manholes, gatewells, drainage chambers, catch basins, trench drains, inlets, headwalls, excavation, backfilling, compaction and erosion protection.

1.2.1.2.2 Unit of Measure

SECTION 01 22 00.00 10 Page 8

1.2.1.3 Bid Item 0025AC - Segment H Scour/Erosion Protection Armor

1.2.1.3.1 Payment

All labor, equipment and material to install geotextile fabric, bedding stone and rip-rap stone on levee slopes and between flood side levee toes and river banks in Segment H, not including armor around the South Lincoln Ave culverts covered under paragraph 1.1.1.7.

1.2.1.3.2 Unit of Measure

Unit of Measure: Job.

1.2.1.4 Bid Item 0025AD - New Jersey Transit Railroad Embankment Permit and Safety Fees

1.2.1.4.1 Payment

All costs to be paid to New Jersey Transit in accordance with the requirements of the temporary occupancy permit while constructing the Segment H levee atop the railroad embankment within the NJ Transit right-of-way. Amount paid shall include all payments made directly to NJ Transit and shall not include material, labor, equipment provided by the prime contractor and subcontractor or markups by same. Allowance amount of $50,000 to be included in bid and not changed. Actual payment will be based on actual costs as evidenced by NJ Transit invoices. Associated work and markups by prime contractor and subcontractors shall be included in the contractor's base bid.

1.2.1.4.2 Unit of Measure

Unit of Measure: Job.

1.2.1.5 Bid Item 0025AE - Additional Cost for Insurance for Work on New Jersey Transit Railroad Right of Way

1.2.1.5.1 Payment

All costs to obtain and maintain the insurance required by NJ Transit to perform work on the railroad embankment within the NJ Transit right of way. The amount bid will be the maximum amount payable. Actual payment will be based on actual costs.

1.2.1.5.2 Unit of Measure

Unit of Measure: Job.

1.2.2 Unit Price Pay Items

Payment items for the work of Option 1 on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.2.1 Bid Item 0025AF - Embankment Fill (Borrow Material)

1.2.2.1.1 Payment

All cost to provide embankment fill material for levee construction in Segment H beyond what is available from material excavated on site.

"Estimated Quantities"

SECTION 01 22 00.00 10 Page 9

1.2.2.1.2 Measurement

The total quantity of embankment fill for which payment will be made will be measured by certified haul weight tickets divided by a representative unit weight of the material supplied. If the samples from which unit weight is determined is taken from a stockpile or truck, the unit weight shall be increased and the quantity shall be decreased by a swell factor of 20%. The unit weight will be determined through a USACE certified laboratory analysis of the soil in place and compacted as required at the project site. The USACE certified laboratory used for this purpose will be hired and paid for by the Contractor.

1.2.2.1.3 Unit of Measure

Unit of Measure: Cubic Yards (CY)

1.2.2.2 Bid Item 0025AG - Haul and Dispose of Unsatisfactory Material

1.2.2.2.1 Payment

All work to haul and dispose of excess and/or unsatisfactory material in Segment H at an approved off-site location in accordance with the drawings and specifications, but not including any work in paragraph 1.2.2.3.

"Estimated Quantities"

1.2.2.2.2 Measurement

The total quantity of unsatisfactory material for which payment will be made will be measured by certified haul weight tickets…