W912DS22B0022-0007.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The purpose of this amendment is to:

1. Respond to bidder inquiries for informational purposes only.

2. Provide updated w age rates.

3. Revise and reissue plans and specifications as outlined below (and attached).

4. Extend Bid due date to 23-Feb-2023 2:00 P.M. EST

NOTE: Bidders must acknow ledge receipt of this amendment by the date specif ied in the solicitation (or as amended) by one of the follow ing methods: In the space provided on the SF1442, by separate letter, or by signing the block 15 below . FAILURE TO ACKNOWLEDGE AMENDMENTS BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE LATE BID, LATE

MODIFICATIONS OF BIDS OR LATE WITHDRAWAL OF BIDS (FAR 14.304).

1. CONTRACT ID CODE PAGE OF PAGES

1 42

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DS22B0022

X 9B. DATED (SEE ITEM 11)

23-Aug-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION

NO.

00007

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

10-Feb-2023

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 16-300

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS22B0022

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 15-Feb-2023 02:00 PM to 23-Feb-2023 02:00 PM.

AMOUNT

Mobilization and Demobilization

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

AMOUNT

Maintenance and Protection of Traffic

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

AMOUNT

South Lincoln Ave Paving

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0001 1 Job

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0002 1 Job

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0003 1 Job

AMOUNT

Micropile Load Verification Tests

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

AMOUNT

Floorwall (Segments C2 & H)

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

AMOUNT

Rolling Closure Gates (Segments C2 & H)

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0004 1 Job

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0005 1 Job

0006 1 Job

Pa ge 4 of 42

AMOUNT

Scour Protection Armor at the South

FFP

Lincoln Ave Culverts.

FOB: Destination

PSC CD: Y1KA

NET AMT

AMOUNT

PSE&G Gas Line Relocations

FFP

Pre-priced at $200,000.00.

FOB: Destination

PSC CD: Y1KA

$200,000.00

NET AMT

AMOUNT

PSE&G Overhead Electric Line Relocations

FFP

Pre-priced at $200,000.00.

FOB: Destination

PSC CD: Y1KA

$200,000.00

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0007 1 Job

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0008 1 Job

0009 1 Job ge 5 of 42

AMOUNT

Verizon Overhead Communications

FFP

Line Relocations. Pre-priced at $100,000.00.

FOB: Destination

PSC CD: Y1KA

$100,000.00

NET AMT

AMOUNT

New Jersey American Water

FFP

Line Relocations. Pre-priced at $200,000.00.

FOB: Destination

PSC CD: Y1KA

$200,000.00

NET AMT

AMOUNT

Middlesex Borough Sanitary Sewer

FFP

Line Relocation. Pre-priced at $200,000.00.

FOB: Destination

PSC CD: Y1KA

$200,000.00

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0010 1 Job

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0011 1 Job

0012 1 Job ge 6 of 42

AMOUNT

Demolition & Utilities

FFP

Demolition of Residential Structure, Basement, Porches, Garage, Pavements, All Appurtenances and Disconnection and Capping of All Utilities On Block 252 Lot 18. All items in the building and within property limits shall be removed and disposed, including foundations, wood decks, sheds, asphalt driveway, and all other impervious surfaces. All excavations for foundation removal shall be backfilled, compacted and seeded with lawn mix. This includes all demolition for the work described on contract drawings CD-154 and CD-153 for Block 252, Lot 18 only. Building shall meet all local, state, and federal standards during demolition. Contractor is responsible for all state, local, and federal permits, and to provide an asbestos and lead survey of the property prior to demolition.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0014 1,533 Square

Foot Sheet Pile Cut-off Walls

FFP

Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

0013 1 Job ge 7 of 42

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0015 2,030 Square

Foot Concrete Cut-off Walls

FFP

Estimated Quantities.

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0016 16 Cubic

Yard Lean Concrete Foundation Base

FFP

Estimated Quantities.

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0017 1,224 Linear

Foot Micropiles in Overburden Soil

FFP

Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

ge 8 of 42

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0018 4,051 Linear

Foot Micropiles in Weathered Shale

FFP

Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0019 12 Cubic

Yard Haul and Dispose

FFP

of Unsatisfactory Material. Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0020 549 Cubic

Yard Material Removal

FFP

Contaminated Non-Hazardous Material Removal. Estimated Quantities.

FOB: Destination ge 9 of 42

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0021 104 Cubic

Yard Top Soil

FFP

Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

AMOUNT

Forested Wetlands Mitigation

FFP

Wetland Mitigation Credit. Estimated Quantities.

FOB: Destination

NET AMT

0022 9.72 Each ge 10 of 42

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0023 .71 Each

Open Water Mitigation

FFP

Wetland Mitigation Credit. Estimated Quantities.

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0024 5.80 Each

Riparian Zone Mitigation

FFP

Wetland Mitigation Credit. Estimated Quantities.

FOB: Destination

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

OPTION OPTION 1

FFP

FOR INFORMATIONAL PURPOSES ONLY

ge 11 of 42

AMOUNT

OPTION Segment H Levees and Ponds

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0025AB 1 Job OPTION Segment H Storm Drainage Structures

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

AMOUNT

OPTION Segment H Scour/Erosion Protection Armor

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0025AA 1 Job

0025AC 1 Job ge 12 of 42

NET AMT

AMOUNT

$50,000.00

AMOUNT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0025AF 72,153 Cubic

Yard OPTION Embankment Fill (Borrow Material)

FFP

Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO

0025AD

SUPPLIES/SERVICES QUANTITY

UNIT

Job

UNIT PRICE

OPTION New Jersey Transit Railroad Embankment

FFP

Permit and Safety Fees. Pre-priced at $50,000.00.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO

0025AE

OPTION

SUPPLIES/SERVICES QUANTITY UNIT

1 Job

Additional Cost for Insurance

FFP

for Work on New Jersey Transit Railroad Right of Way FOB: Destination

UNIT PRICE

ge 13 of 42

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0025AG 841 Cubic

Yard OPTION Haul and Dispose of Unsatisfactory

FFP

Material. Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0025AH 39,886 Cubic

Yard OPTION Contaminated Non-Hazardous Material

FFP

Removal. Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0025AJ 1,311 Cubic

Yard OPTION Top Soil

FFP

Estimated Quantities.

FOB: Destination ge 14 of 42

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0025AK 788 Square

Foot OPTION Sheet Pile

FFP

Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

OPTION OPTION 2

FFP

FOR INFORMATIONAL PURPOSES ONLY

NET AMT

AMOUNT

OPTION Segment C2 Levee and BDR2 Pond

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

0026AA 1 Job ge 15 of 42

AMOUNT

OPTION Pump Station BDR2 Control Building

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

AMOUNT

OPTION Pump Station BDR2 Wet Well

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

AMOUNT

OPTION Pump Station BDR3 Control Building

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0026AB 1 Job

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0026AC 1 Job

0026AD 1 Job ge 16 of 42

AMOUNT

OPTION Pump Station BDR3 Wet Well

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0026AF 1 Job OPTION Pond BDR3

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

AMOUNT

OPTION Segment C2 Scour/Erosion Protection

FFP

Armor FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0026AE 1 Job

0026AG 1 Job ge 17 of 42

AMOUNT

OPTION Segment C2 Storm Drainage Structures

FFP

FOB: Destination

PSC CD: Y1KA

NET AMT

AMOUNT

OPTION Verizon Fiber Optic Line Relocation

FFP

Pre-priced at $200,000.00.

FOB: Destination

PSC CD: Y1KA

$200,000.00

NET AMT

AMOUNT

OPTION Middlesex Borough Sanitary Sewer System

FFP

Connection Fee. Pre-priced at $10,000.00.

FOB: Destination

PSC CD: Y1KA

$10,000.00

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0026AH 1 Job

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0026AJ 1 Job

0026AK 1 Job ge 18 of 42

AMOUNT

OPTION Establish Water Service for Pump Station

FFP

BDR2 and BDR3 with New Jersey American Water. Pre-priced at $2,000.00.

FOB: Destination

PSC CD: Y1KA

$2,000.00

NET AMT

AMOUNT

OPTION Establish Electric Power Service

FFP

for Pump Stations BDR2 and BDR3 with PSE&G. Pre-priced at $175,000.00.

FOB: Destination

PSC CD: Y1KA

$175,000.00

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0026AN 101,935 Cubic

Yard OPTION Embankment Fill (Borrow Material)

FFP

Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0026AL 1 Job

0026AM 1 Job ge 19 of 42

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0026AP 148 Cubic

Yard OPTION Haul and Dispose of Unsatisfactory

FFP

Material. Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0026AQ 7,000 Cubic

Yard OPTION Contaminated Non-Hazardous Material

FFP

Removal. Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0026AR 862 Cubic

Yard OPTION Top Soil

FFP

Estimated Quantities.

FOB: Destination ge 20 of 42

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0026AS 565 Square

Foot OPTION Sheet Pile

FFP

Estimated Quantities.

FOB: Destination

PSC CD: Y1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

OPTION OPTION 3

FFP

NET AMT

AMOUNT

OPTION Additional Insurance

FFP

Additional Cost for Insurance for State, County and Local Agencies FOB: Destination

PSC CD: Y1KA

NET AMT

0027AA 1 Job ge 21 of 42

ITEM NO SUPPLIES/SERVI

CES

QUANTITY UNIT UNIT PRICE AMOUNT

ge 22 of 42

OPTION OPTION 4

FFP

NET AMT

AMOUNT

OPTION Demolition at 50 Greenbrook Rd

FFP

Demolish and remove all structures addressed at 50 Greenbrook Rd, Green Brook, NJ. The main structure is an approximately 2,200SF, two-story Residential Home with solar panel roofing and attached 2-car garage. All items in the building and within property limits shall be removed and disposed, including foundations, wood decks, sheds, asphalt driveway, and all other impervious surfaces except sidewalk on street ROW.

Excavations to remove foundations shall be backfilled, compacted and reseeded with lawn mix.

Trees do not need to be removed and residential sidewalk shall remain in-place. Any damage made to the residential sidewalk shall be repaired as necessary. Utilities are to be removed and capped at the street limits.

Building shall meet all local, state, and federal standards during demolition. Contractor is responsible for all state, local, and federal permits, and to provide an asbestos survey of the property prior to demolition.

FOB: Destination

PSC CD: Y1KA

NET AMT

0028AA 1 Job ge 23 of 42

TOTALS

TOTAL BASE CLINs 0001-0024 $

TOTAL OPTION CLINs 0025-0028 $

TOTAL BASE AND OPTION CLINs 0001-0028 $

NOTES:

NOTES:

1. 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 is exercised, 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 will accompany exercise of this option.

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

3. 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.

4. If Option 1 and/or Option 2 are exercised, all SUB CLINS under that Option will be exercised at the same time.

ge 24 of 42

The following have been revised and reissued (as applicable):

1. Bid List

• Revised bid item 0022 quantity from 9.73 to 9.72

• Revised bid item 0024 quantity from 5.73 to 5.80

2. Spec Section 00 90 01

• Added Flood Hazard Area (FHA) Permit and Freshwater Wetlands Individual Permit.

3. Spec Section 00 90 02

• Added Soil Erosion and Sediment Control Certification Letter.

4. Spec Section 00 90 03

• Added NJPDES 5G3 Construction Activity Stormwater Permit.

5. Spec Section 00 90 06 – Mitigation Credits

• 1.2 o Revised Forested Wetland Mitigation Credits from 9.73 to 9.72.

o Revised Riparian Credits from 5.73 to 5.80.

6. Spec Section 01 30 00 – Administrative Requirement

• 1.24 Deleted.

7. Spec Section 09 97 02 – Painting: Hydraulic Structures

• 3.3.4 Revised requirement for Accelerated Weathering Level 3 to Level 2.

• 3.5 Added pump intake (FSI) and discharge tube to System 6 painting schedule.

8. Spec Section 35 45 02.00 10 – Submersible Pump, Axial-Flow and Mixed-Flow Type

• 2.9.2 Modified cavitation test requirements.

9. Drawings

• CD-107

• CD-153

• CD-154

• Segment C2 Contract 1 As-Built Reference Drawings (Existing Floodwall Construction)

G-101 CG-103 S-304 S-410

C-000 CG-104 S-305 S-411

C-100 S-107 S-306 C-101 S-108 S-307 C-102 S-109 S-406 C-103 S-110 S-407 C-104 S-111 S-408 C-105 S-303 S-409 ge 25 of 42

QUESTIONS AND GOVERNMENT REPLY:

(Questions that may be of general interest to all bidders and/or the Government and that are not readily answered by the proceeding changes will appear below. These questions may have been paraphrased or altered to represent several questions regarding the same subject and/or simply revised to clarify and simplify the question(s). Questions and answers are issued to the bidders “For Information Only” and do not revise the solicitation, plans or specifications.)

BIDDER INQUIRY GOVERNMENT RESPONSE

1 Regarding UTILIZATION OF SMALL BUSINESS

CONCERNS AND SMALL DISADVANTAGED

BUSINESS CONCERNS Section 01 30 00 part 1.24 paragraph a. and d. the threshold should be exceeding $1,500,000.00 for construction.

Paragraph 1.2.4 in spec section 01 30 00 has been eliminated.

2 To be considered for award will the offering contractor be required to submit or have at least basic assessment score posted in SPRS withing 3 years? As per reference clauses 252.204-7020 NIST SP 800-171 DoD Assessment Requirements MAR 2022 referenced in section 00 70 00 Conditions of Contract Clauses incorporated by reference and section 00 21 00 instructions – Clause by Reference 252.204-7019 Notice of NIST SP 800-171 DoD Assessment Requirements MAR 2022.

No.

3 01 22 00.00 10 - With regards to CLIN 29AE Add cost for Trains - Please advise if we need to insure any other railroads besides NJ Transit. We also need to know the number of passenger and freight trains ,if applicable. This information is required to get a quote for the required railroad insurance.

Only NJ Transit trains run on these tracks. Remainder of this question was answered in Amendment 0004, question 105.

4 01 30 00 para 1.6.a(1) - The referenced insurance specification states "with a contractual liability endorsement covering the risks assumed and indemnification given by the New Jersey Department of Environmental Protection (Non-federal sponsor), Middlesex County, NJ and the Borough of Middlesex, NJ under the Project Agreement and the State/County agreements (a copy of these agreements must be furnished to the insurance underwriter”. Please advise what the endorsement/wording is exactly so we can present it to the underwriter and see if this can be done, and provide the agreements.

No additional language is specified at this time. Please reference what is provided in 01 30 00 para 1.6.a(1).

ge 26 of 42

5 On visiting the site, it was noted that an 8" drainage pipe penetrates the exisitng grouted rip rap at the southwest corner of the South Lincoln Ave. Bridge. This pipe is not referenced anywhere within the contract drawings. It is unclear where the pipe runs or what its limits are. Contract Drawing EC-154 indicates that this location is scheduled to be armored with articulated concrete block. Does the USACE want for this pipe to remain in place? If so, presumably, it will have to penetrate the articulated block revetment. Please provide a detail for this penetration. If the pipe is to be removed, please provide the limits of the pipe's removal.

Pipe is to be removed to a point behind the armor which is to be installed and a specified length of the remaining (buried) pipe from the end will be required to be grouted solid. This will be shown on a revision to drawing CD-154.

6 Based on Section 01 11 00, if Option #1 and/or Option #2 are executed after 182 days after the NTP of the Base bid the, 548 calendar days will be added to the contract duration. Being that this is going to be decided after the bid, there is no mechanism or bid item to capture this extended time for staffing & overhead. We ask that an Alternate Bid Item be added to the contract to account for this extra cost, should it be needed.

No change will be made to the bid list or spec section 01 11 00.

7 After reviewing the painting schedules for the roller gates, 3.5.a and 3.3.4, and consulting with our paint manufacturers we are having a hard time finding a top coat. They have found Paint 38 Level I and Level II but not Level III and suggested perhaps it was supposed to be Paint 36 Level III. If the customer could verify that it is supposed to be Paint 38 Level III and possibly provide an example of a coating that matches that requirement it would be greatly appreciated. Alternatively, if the customer could approve the use of SSPC Paint 38, Level II Corothane I HS Aliphatic Finish Coat for the 3rd coat that would work as well.

3.3.4 System No. 23-A-Z

The coating system shall be applied according to the manufacturer's written instructions. It shall be a 3-coat system. All materials shall be procured from the same coating manufacturer. The individual paints comprising the system shall have been tested and passed all requirements of the applicable SSPC standards. SSPC Paint 38 topcoat shall meet the requirements of Accelerated Weathering Level 3. Application shall be by spray in accordance with the manufacturer's written instructions. Limited use of brush and roller application is permitted provided the specified film thicknesses are achieved. Dry film thickness per coat shall be that recommended by the manufacturer. Application of the system in less than three coats shall not be accepted. The coatings shall be mixed and thinned in accordance with the manufacturer's written directions.

The paint spec will be revised to permit Accelerated Weathering Level 2 rather than Level 3 for the Paint 38 top coat.

ge 27 of 42

Coating material that has exceeded the manufacturer's pot life shall not be applied. Materials that have thickened appreciably shall not be applied. The manufacturer's recommendations for minimum and maximum dry time between coats shall be met. Areas of bubbling noted upon curing of any individual coat shall be removed by sanding or screening. The edges of the repaired areas shall be feathered and the coat reapplied to the repaired areas before a subsequent coat is applied.

3.5 SYSTEM NO. 23-A-Z

Items or surfaces to be painted:

a. Floodwall Closure Gate: All carbon steel surfaces of the gate, including latch and winch components. Rubber and corrosion resisant steel (stainless) items and surfaces shall not be painted.

SURFACE PREPARATION: White metal blast cleaning 1st COAT: SSPC Paint 40, Type II 2nd COAT: SSPC Paint 41 3rd COAT: SSPC Paint 38 Finish color: To be chosen by Contracting Officer

8 Please provide as-builts of the previously constructed floodwall along the proposed BDR-3 Well Well Structure (Sta. 41+00 to Sta. 42+00).

Drawings of the existing floodwall in the area of the pump station BDR3 wet well will be included as reference drawings in Amendment 0007.

9 This paragraph states that Option 1 and/or Option 2 may be exercised within 730 days of the Base Bid NTP. We understand adding in 538 days if this addition is made after 182 days from the Base Bid NTP. We request this methodology be reconsidered. As is, this is a very risky responsibility put on the contractor. In a worse case scenario, this is asking us to be responsible for material escalations and extended Overhead for possibly 3.5 years (730 + 538 days). And, it is possible with this wording that the contractors might not know this for 730 days. No material vendors will hold their pricing for 730 days without a written agreement. The possible scenario as written will result in additional costs being included in the bid. Please reconsider this arrangement in considering awarding Options 1 & 2.

The specifications for Options 1 and 2 will remain as currently written.

ge 28 of 42

10 Please provide the motor vehicle records for the USACE employees that will be driving the contractor provided vehicles. If those records are unavailable, give a list of who will be driving those vehicles so we can run a report.

Once the contract is awarded and NTP issued the individuals authorized to drive the vehicles may provide copies of the driver’s license and Defensive Driving training certificates to the successful contractor. The vehicles are for Government use.

11 Please provide a copy of the USACE vehicle use policy that will apply to the contractor provided vehicles.

There is no policy at this time.

Once the contract is awarded and NTP issued the individuals authorized to drive the vehicles may provide copies of the driver’s license and Defensive Driving training certificates to the successful contractor. The vehicles are for Government use.

12 We assume the various permits listed in several questions will be made available a reasonable time in advance of the Bid Turn In Date. Please confirm this is the case as we will need time to review and account for any impacts to our respective bids.

Confirmed.

13 The answer in Question #32 in Addenda #5 states "The permits will be added to the Specifications when they are received from the permitting agencies."

Will the permits be available in a timely fashion before the Bid Due Date? I am guessing, depending on all of the content possibly involved, that we will need a couple of weeks to review and plan for any contingencies in our bid preparation. We are already inside of that two weeks. May we suggest moving back the bid date again if they are not available this week, or, perhaps, waiting until the permits are received before setting a new bid date? Please advise by tomorrow, Friday, 1/6, if the bid date will be moved back due to this, and other, issues. And, we still do not have the plans mentioned in Addenda #5 that were promised yesterday, 1/4/23.

The FHA, FWW, SESC and NJPDES permits are included in the Amendment 0007 specifications. Ample time will be provided for their review before the bids are due.

14 Can you please advise if a new Amendment has been prepared for Solicitation No. W912DS22B0022? The sam.gov web site indicates that an update to Solicitation No. W912DS22B0022 was made on December 23, 2022 at 6:45 p.m. Is there any new information pending to be posted?

Additional Amendments have been issued since the submission of this RFI.

ge 29 of 42

15 Paragraph 1.3.4 Approved Mitigation Banks indicates, that the Cranbury Mitigation Bank is approved to serve the project area (WMA 09) for forested wetlands, open water and riparian zone impacts. We have been notified that this do not appear to be correct. Please see below an excerpt from the NJDEP web site indicating that this riparian zone only serves WMA 10. Can you please advise? This information can be reviewed at the NJDEP Mitigation Bank web site https://www.nj.gov/dep/opi/riparian-zone-

NJDEP has approved the purchase of riparian mitigation credits from the Cranbury Mitigation Bank.

See Amendment 0005, spec section 00 90 06, paragraph 1.3.4.

(Duplicate question) banks.html

16 Section 01 22 00.00 10, page 2 describes Price and Payment Procedures for bid item 0005 – Floodwall (Segments C2 and H) a- Please confirm that Concrete Cut-off walls at Segment H, as shown on sheets S-351 thru S-358, will be paid under bid item 0015 b- For Segment C-2, sheet S-104, note 10 states “If sheet pile minimum tip elevation is not achieved, use a concrete cut-off wall…” Please confirm that if necessary, these concrete cut-off walls will be measured and paid under bid item 0015

a. Confirmed - concrete cut-off walls beneath Segment H floodwalls will be paid for under bid item 0015.

b. Sheet pile has been driven to refusal beneath the existing floodwall monoliths on both sides of the Segment C2 rolling closure gate monoliths (C2-16 and C2-17), so the need for concrete cut-off walls beneath these two monoliths is not expected. If concrete cut-off walls become necessary, they will be paid for at the same unit price (per square foot) as included in the bid item for the Segment H concrete cut-off walls.

17 Section 03 11 13.00 10 – Structural Cast-in-Place Concrete Forming, Paragraph 1.4 requires building sample panels for flood wall. Is the contractor allowed to build these panels as part of the planned floodwalls provided that sample panels are approved?

This question is not clear. The sample panels must be constructed and approved before actual floodwall construction can commence.

18 Amendment #4, page 55 of 62, Answer to question #124, references bid items 0030AA and 0030AF. These bid items are not included in Amendment #4 Bid Item list. Please revise the response to this question referencing updated bid items.

The bid list item numbers have changed. 0030AA Segment C2 Levee and BDR2 Pond is now 0026AA; 0030AF Pond BDR3 is now 0026AA.

http://www.nj.gov/dep/opi/riparian-zone-ge 30 of 42

19 Reference is made to Addendum #4 question and answers for the above referenced project, several questions specifically numbers 19/31/40/42/54/92 concern missing permits and agreements referenced in Section 00 90 01 thru 00 90 04. Have these documents been provided yet, if not do you see the bids being postponed again until they are available?

The permits are included in Amendment 0007.

20 Will all of the acknowledgments of amendments be required to be submitted by the bid due date? I don’t see the “hour and date specified in the solicitation” that the acknowledgment must be submitted by, unless that just refers to the current bid due date.

Yes, all amendments need to be acknowledged by the bid due date.

Please refer to Amendment 0006 for the last posted instructions for bid submission.

21 With the revision to the contract documents in Addendum 5, and the pending drawings (requested in previous RFI) as well as RFI responses, we hereby request a 3 week extension to the bid date for time to perform a comprehensive review of documents and pending responses.

Bid due date was extended, as per Amendment 0006.

22 Please provide copies of the Waste Disposal Profiles and any available supporting analytical data for the Contaminated, Non-hazardous Soils previously disposed of.

Waste disposal profiles are not available.

23 We are requesting a bid extension of at least two weeks. Bid due date was extended, as per Amendment 0006.

24 In addendum 5 RFI question #40 confirms that the RFI submission deadline is 1/4/2023 at 4 PM and yet addendum 5 was issued this morning, will an additional addendum be issued for questions submitted prior to the 1/4/2023 4 pm submission deadline?

Refer to Amendment 0006 and 0007 for additional responses to RFIs.

25 Amendment No. 5 posted on Tuesday January 3, 2023 is listing thirty (30) Contract drawings that have been revised and reissued. Please be advised that no drawings have been included on the Amendment. Can you please advise if those drawings will be posted separately?

Due to technical issues, there was a slight delay in posting additonal files to SAM.gov. All drawings in relation to Amendment 0005 have since been posted.

26 Can bid date be extended to account for amendment #5 specification and plan changes?

Bid due date was extended since the submission of this RFI.

ge 31 of 42

27 Amendment # 4 Q # 67. Can you better explain the required depth or thickness of the rip rap for this area. It can be interpreted in two ways. One being the berm is constructed with imported levee material and this area is then lined with fabric, #57 stone (6”-thick) and rip rap (12 or 18” - thick). Two being the entire berm is constructed of rip rap over #57 stone & fabric. There is a significant difference in quantity of rip rap material needed between these two interpretations.

Please look closely at the levee cross-section on drawing C-352.

There is a callout at the center of the levee section that says "Compacted Embankement Material (See Specifications)" which is "soil" as opposed to "stone" as required by the specifications. The geotechnical fabric is laid on top of the embankment material, followed by 6" of #57 or #67 aggregate bedding, followed by D50=6" rip-rap which forms the 10'-wide bench. The hatching of the bench is intended to make clear that it is all rip-rap.

28 Was there a mandatory meeting and is there a place where I can view a plan holders list?

No, and there is no plan holders list. Please refer to the self-disclosed interested bidders listed on SAM.gov under this solicitation and the site-visit sign-in sheet posted after the optional site visit.

29 Utility Allowance Items. This subject is addressed in a number of Q&A’s. It is a bit confusing from our perspective when answers state the allowance is only for what the contractor is invoiced and pays the utility company. The answers imply that the contractor will be responsible for work or costs but does not clearly define what the contractor is expected to perform. In other words and specifically Amendment #4 Q&A #4, the answer sounds as if the contractor will be responsible for relocating the conduits but what would keep the contractor from hiring the utility company to do the work. This then would fall under costs to be paid back to the utility and reimbursed through the allowance. If this is the intent can you please confirm. If not can you please provide specific tasks/costs to be provided by the contractor when coordinating these activities?

The division of work between contractor and utility is a matter to be decided between the contractor and the utiility. Costs invoiced to the contractor by the utility are covered under the allowance.

30 I am reaching out to see if you have a prospective bidders list so we can get our pricing to all the GC’s bidding the project.

There is no plan holders list.

Please refer to the self-disclosed interested bidders listed on SAM.gov under this solicitation and the site-visit sign-in sheet posted after the optional site visit.

31 Can the contractor use mill secondary casing for permanent micropiles?

Micropile material must meet the requirements of ASTM A252 as stated in the specifications.

ge 32 of 42

32 Regarding Amendment No. 5 (Page 27 of 51)

6. Spec section 35 45 02.00 10

1. 2.6.1 Revised last two sentences. Noted

2. 2.6.2 Added Formed Suction Intake (FSI) Noted

2.7 Added Intake Testing Noted

3. Renumbered following paragraphs Noted

4. 2.9.2 Modified cavitation test requirements (previously paragraph 2.8.2) See pumps manufacturer statement Manufacturer is pointing out as follows with the test requirements outlined.

Manufacturer is unable to test in accordance with the specification.

Manufacturer is proposing an alternate test plan for the NPSH on these pumps and offer the following for consideration.

The main limitation for this testing is that manufacturer cannot develop a low enough NPSHA to cause the pump to achieve a 3% drop in head, signifying cavitation.

Manufacturer proposes to perform the NPSH testing via the over-speed method. That is to overspeed the pump to roughly 65Hz.

This method lowers the NPSHA available to the pump by about 15% and allowing manufacturer to develop a minimum NPSHA of 34.9ft. This result indirectly proves the NPSHR at duty points. Those values are below the minimum NPSHA via the over-speed method. As such, manufacturer will not likely be able to find a 3% drop at five points across the curve. Testing the pump in this way will show points on the curve, where manufacturer can achieve the required 3% drop in head due to cavitation.

Summary: NPSH test results would be points on the curve where the NPSHR exceeds that 34.9ft value, and not at the duty points.

The cavitation test requirements in spec section 35 45 02.00 10, paragraph 2.9.2 have been modified to allow submission of NPSHR validation data from prototype tests.

33 If a riparian zone bank is not currently approved to sell riparian zone mitigation credits for Watershed Management Area (WMA 09), we suggest the government to provide allowance amounts for Items Nos. 0022, 0023 and 0024, in order to even the bidding plainfield.

NJDEP has approved the purchase of riparian mitigation credits from the Cranbury Mitigation Bank.

See Amendment 0005, spec section 00 90 06, paragraph 1.3.4.

"General Decision Number: NJ20230057 01/13/2023 Superseded General Decision Number: NJ20220057 State: New Jersey MY 01/17/2023 Construction Type: Heavy ge 33 of 42

County: Middlesex County in New Jersey. HEAVY

CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658. Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $16.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2023. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.15 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2023. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2023 1 01/13/2023 http://www.dol.gov/whd/govcontracts ge 34 of 42

BRNJ0004-001 11/01/2022

Rates Fringes

CEMENT MASON.....................$ 46.90 34.31

CARP0006-014 05/01/2022

Rates Fringes

CARPENTER........................$ 53.30 58%

The first sixty feet at the regular rate, 10% per hour additional for each additional fifty feet thereafter.

CARP0715-007 05/01/2020

Rates Fringes Millwright.....................$ 51.58 58%+0.25 Work of erection and dismantling of elevators and towers, such as concrete conveyors and temporary material elevators, scaffolding or other structures to be used as scaffolding inside or outside of buildings: the first sixty feet at the regular rate, 10% per hour additional for each additional fifty feet thereafter.

* CARP1556-003 05/01/2022

Rates Fringes

CARPENTER (Dock Builder) Concrete form work..........$ 49.30 37.00 All other work..............$ 50.25 50.21

Work on land pile driving, floating marine construction and the construction of wharves, while handling and working with creosote and creosote-impregnated products: $.25 per hour additional.

Work on hazardous/toxic/contaminated waste removal, on a hazardous/toxic/contaminated waste site, where the worker comes into contact with hazardous/toxic/contaminated waste material, and when A, B or C personal protective equipment is required and used for respiratory, skin or eye protection: 20% per hour additional.

ELEC0456-010 05/30/2022

Rates Fringes ge 35 of 42

ELECTRICIAN

Cable splicer...............$ 65.35 71.25% Electrician.................$ 55.85 71.25%

Work on line voltage of 440 volts and over: 10% per hour additional.

Work from trusses, scaffolds and ladders 40 ft. or more from the ground or floor; or under air pressure; or over conveyors or moving equipment or machinery: 10% per hour additional.

ENGI0825-021 07/01/2021

Rates Fringes

Power equipment operators:

GROUP 1.....................$ 56.02 31.80

GROUP 2.....................$ 54.43 31.80

GROUP 3.....................$ 52.52 31.80

GROUP 4.....................$ 50.89 31.80

GROUP 5.....................$ 49.18 31.80

Hazardous waste removal work:

Work on a state or federally designated hazardous waste site, where the worker is in direct contact with hazardous material, and when personal protective equipment is required for respiratory, skin and eye protection: 20% per hour additional.

PAID HOLIDAYS:

New Year's Day, Washington's Birthday observed, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Veteran's Day, Thanksgiving Day and Christmas Day; provided

1) that the worker works three of the preceding five work days before the holiday; or, the work day before the holiday and the work day after the holiday; and, 2) that the worker works the work day before and the work day after the holiday.

DEFINITION OF GROUPS:

GROUP 1:

Backhoe, Including Backhoe Track; Boom; Concrete Paving Machine;

Crane (all types, including overhead and straddle traveling type); Drill (down-the-hole drill, rotary drill, self-propelled hydraulic drill, self-powered drill); Elevating Grader; Excavator; Front End Loader (5 cu. yd. and over);

Piledriver (length of boom, including length of leads, shall determine premium rate applicable) ge 36 of 42

GROUP 2:

Backhoe Loader Combo; Concrete Pumper; Grader/Blade (Finish); Hoist;

Hydraulic Crane, 10 Tons and under; Front End Loader (2 cu. yd. but less than 5 cu. yd.); Scraper; Side Boom

GROUP 3:

Asphalt Spreader; Bulldozer; Compressor(2 or 3) (in Battery) (within 100 ft.); Crusher; Forklift; Front End Loader (1

cu. yd. and over but less than 2 cu. yd.); Lull; Mechanic; Paver, Asphalt; Roller, Blacktop; Tractor;

GROUP 4:

Broom; Compressor (Single); Farm Tractor; Front End Loader (under 1 cu. yd.); Roller, Grade; Pump

GROUP 5:

Oiler

IRON0011-011 07/01/2022

MIDDLESEX COUNTY (Northern Half of County)

Rates Fringes

Ironworkers:

Reinforcing.................$ 45.39 47.42 Structural, Ornamental, Rigger......................$ 46.44 46.72

IRON0399-019 07/01/2022

MIDDLESEX COUNTY (Southern Half of County)

Rates Fringes

Ironworker Reinforcing.................$ 50.54 36.10 Structural, Ornamental, Rigger......................$ 51.54 36.10

Hazardous waste removal work, on a state or federally designated hazardous waste site, where the worker is required to wear Level A, B or C personal protection: $3.00 per hour additional.

LABO0077-008 07/01/2012

Rates Fringes

LABORER

MASON TENDER:

Cement/Concrete.............$ 29.35 23.07 ge 37 of 42

LABO0172-009 03/01/2021

Rates Fringes

Laborers:

Common or General Laborer;

Landscape Laborer, Power Tool Operator...............$ 43.50 32.35 Pipelayer...................$ 44.20 32.35

Hazardous waste removal work:

Work on a state or federally designated hazardous waste site, where the worker is required to wear Level A, B or C personal protection: $3.00 per hour additional.

Work on a state or federally designated hazardous waste site, where the worker is not required to wear Level A, B, or C personal protection: $1.00 per hour additional.

PAID HOLIDAYS:

New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Veteran's Day, Thanksgiving Day and Christmas Day; provided that the worker works three days for the same employer within a period of ten working days consisting of five working days before and five working days after the day upon which the holiday falls or is observed.

PAIN0711-023 06/01/2022

Rates Fringes

Painters:

Work on bridges (Major Bridges Designed for Commercial Navigation)......$ 57.23 32.85

PAIN0711-024 05/01/2017

Rates Fringes

Painters:

New Construction Brush and roller...........$ 40.19 22.72 Repaint work, on projects on which no major alterations occur.

Brush and roller...........$ 29.05 18.91

PLUM0009-028 03/01/2017

MIDDLESEX COUNTY (does not include the Boroughs of Dunellen and ge 38 of 42

Middlesex; Borough of South Plainfield)

Rates Fringes

PIPEFITTER ...........................$ 47.47 35.51

Service and Repair ............. $ 37.48 21.08

PLUMBER .............................. $ 47.47 35.51

Service and Repair ............. $ 37.48 21.08

PLUM0024-021 05/01/2017

MIDDLESEX COUNTY (Boroughs of Dunellen and Middlesex; Township of Piscataway; Borough of South Plainfield)

Rates Fringes

PLUMBER..........................$ 52.66 33.54

PLUM0475-021 05/01/2022

MIDDLESEX COUNTY (Boroughs of Dunellen and Middlesex; Township of Piscataway; Borough of South Plainfield)

Rates Fringes

PIPEFITTER.......................$ 53.60 44.49

TEAM0469-008 05/01/2022

Rates Fringes

Truck drivers:

Dump Truck; Flatbed Truck;Pick up truck.........$ 44.81 36.775 Off the Road Truck..........$ 44.96 36.775

Hazardous waste removal work:

Work on a state or federally designated hazardous waste site, where the worker is in direct contact with hazardous material, and when personal protective equipment is required for respiratory, skin and eye protection: $3.00 per hour additional.

Work on a state or federally designated hazardous waste site, in a zone requiring Level A personal protection for any workers other than the truck driver: $3.00 per hour additional.

Work on a state or federally designated hazardous waste site where the worker is not working in a zone requiring Level A, B or C personal protection: $1.00 per hour additional.

ge 39 of 42

PAID HOLIDAYS:

New Year's Day, President's Day, Decoration Day, Independence Day, Labor Day, Presidential Election Day, Veteran's Day, Thanksgiving Day and Christmas Day.

VACATION PAY CREDIT:

Workers working or receiving pay for 80 days within a year receive one week paid vacation (48 hours); 125 days receive two weeks paid vacation (96 hours); 145 days receive 15 days paid vacation (120 hours); 15 years seniority and 145 days receive 4 weeks paid vacation (160 hours).

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), http://www.dol.gov/agencies/whd/government-contracts ge 40 of 42 a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014.

PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers.