W912DS24B0014 Amendment 0009.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:

-- Reissue the entire Bid Schedule, w hich version bidders shall use to present their bids -- Extend the Bid Opening Date to 10 September 2024 at 2:00pm EDT

NOTE: Bidders must acknow ledge receipt of this amendment by the date specified 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 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 10

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

16C. DATE SIGNED

BY 03-Sep-2024

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 W912DS24B0014

X 9B. DATED (SEE ITEM 11)

14-Jun-2024

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. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

03-Sep-2024

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:

W912DS24B0014

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

BID SCHEDULE

Hurricane and Storm Damage Reduction Project Phase II-Contract 4B

Port Monmouth, New Jersey

SECTION 00 10 00

UNIT PRICE SCHEDULE

ITEM

NO.

DESCRIPTION

ESTIMATED

QUANTITY

UNIT

UNIT

PRICE

ESTIMATED

AMOUNT

Base Bid

0001 Floodwall 1 JOB $_________

All work necessary to construct the concrete T-wall between STA 0+00 and STA 36+39.33 and 46+36 to 48+49 including but not limited to wall foundation sheet pile cut-off wall, toe drain, excavation, shoring, dewatering, and backfill with satisfactory material in accordance with the drawings and specifications, but not including Bid Items 0003-0006, and Bid Items 0009- 0015.

0002 Levee 1 JOB $_________

All work necessary to construct the earthen embankment levee between STA 36+20 and STA 46+60 including but not limited to the embankment, ramps, toe drain, and inspection trench excavation, shoring, and backfill with satisfactory material, in accordance with the drawings and specifications, but not including Bid Items 0003-0006.

0003 Contaminated Non-Hazardous Material 3,100 CY $________ $________

All Work for Handling, Transport, Treatment and Off-Site Disposal of Upland Material Exceeding NJDEP Non-Residential Soil Cleanup Criteria and classified as Contaminated Non-Hazardous (ID 27 Waste) suitable for landfill cover, roadway subbase and recycling facilities, complete.

“Estimated Quantities”

0004 Haul and Dispose of Excess or Unsatisfactory Material at Offsite Location 15,510 CY $________$________

All work necessary to haul and dispose of excess or unsatisfactory material at an approved off-site location in accordance with the drawings and specifications.

0005 Borrow Material 2,405 CY $________$________

All work necessary to obtain borrow material satisfactory for backfill and transport it to the project site in accordance with the drawings and specifications.

0006 Appurtenant Items 1 JOB $________

All work necessary to construct the drainage swales with erosion control matting, stormwater outlet pipes including motorized sluice gate, concrete structure for the outlet and inlet of the pipe, and electric lines, manholes, manhole covers, clearing and grubbing, planting and seeding, erosion and sediment control measures, and site restoration, in accordance with the drawings and specifications.

0007 Broadway Road Closure Gate 1 JOB $ _____

All work necessary to construct the road closure gate including but not limited to excavation; shoring; backfill with satisfactory material; roller gate; gate structure; winches; block and tackle system; new electrical service; exterior electrical power panel with circuitry, wiring and conduit;

gas and sanitary pipes (disconnect, remove, temporary sanitary by-pass, install and reconnect permanent pipes); traffic control and signage; erosion and sediment control measures; and site restoration in accordance with the drawings and specifications, but not including work defined in separate

CLINS.

0008 Campbell Ave Road Closure Gate 1 JOB $ _____

All work necessary to construct the road closure gate including but not limited to excavation; shoring; backfill with satisfactory material; roller gate; gate structure; winches; block and tackle system; new electrical service; exterior electrical power panel with circuitry, wiring and conduit;

gas, water and sanitary pipes (disconnect, remove, temporary sanitary by-pass, install and reconnect permanent pipes); traffic control and signage;

erosion and sediment control measures; and site restoration in accordance with the drawings and specifications, but not work defined in separate CLINS.

0009 Steel H-Piles 119,300 LF $________ $________

All work necessary to furnish and install steel piles for floodwall and road closure gates in accordance with the drawings and specifications, but not including Bid Items 0010-0013. The Contractor's equipment must be able to drive piles with lengths ranging from 50 feet to 100 feet.

0010 Furnish and Drive Test Pile Sets 7 EA $________ $_________

All work necessary to furnish and install test pile sets consisting of two (one primary and one secondary) piles in each set, but not including Bid Items 0011 - 0013.

11 Static Load Tests

AA: Static Compressive Load Tests for Primary Test Piles

7 EA $________ $________

All work to perform static compressive load tests for the primary test piles including calibration of the extensometers, load cell, and hydraulic jack;

driving all reaction/support piling; placing and removing load frame for each test; placing and removing test loads and test equipment; extracting reaction or support piles; backfilling pulled pile holes; submission of load test results/report; and all operations incidental thereto. The number of primary static compressive load tests is fixed.

AB: Static Tension Load Tests for Primary Test Piles

2 EA $________ $________

All work to perform a static tension load test for the primary test pile driving all reaction/support piling; placing and removing load frame for each test; placing and removing test loads and test equipment; extracting reaction or support piles; backfilling. The number of primary static tension load tests is fixed.

AC: Static Compressive Load Tests for the Secondary Test Piles

All work to perform static compressive load tests for the secondary test piles including calibration of the extensometers, load cell, and hydraulic jack; driving all reaction/support piling; placing and removing load frame for each test; placing and removing test loads and test equipment; extracting reaction or support piles; backfilling pulled pile holes; submission of load test results/report; and all operations incidental thereto. The number of secondary pile tests that will be performed are not fixed and are up to the discretion of the Contracting Officer. The quantity shown is the maximum number of tests that may be performed on the secondary piles.

AD: Static Tension Load Tests for the Secondary Test Piles

2 EA $________ $________

All work to perform a static tension load test for the secondary test pile driving all reaction/support piling; placing and removing load frame for each test; placing and removing test loads and test equipment; extracting reaction or support piles; backfilling. The number of secondary pile tests that will be performed are not fixed and are up to the discretion of the Contracting Officer. The quantity shown is the maximum number of tests that may be performed on the secondary piles.

0012 Job Pile Dynamic Tests 76 EA $________ $________

All work for performing dynamic load tests for job piles including calibration of testing equipment; use of testing equipment; use of equipment used to apply the loading; wave equation analysis; CAPWAPC or similar analysis; submission of load test results/report; and all operations incidental thereto.

0013 Test Pile Dynamic Tests

AA: Test Pile Dynamic Tests for Primary Test Piles

All work for performing dynamic load tests for the test piles including calibration of testing equipment; use of testing equipment; use of equipment used to apply the loading; wave equation analysis; CAPWAPC or similar analysis; submission of load

AB: Test Pile Dynamic Tests for Secondary Test Piles

All work for performing dynamic load tests for the test piles including calibration of testing equipment; use of testing equipment; use of equipment used to apply the loading; wave equation analysis; CAPWAPC or similar analysis; submission of load

0014 Natural Gas Utility 1 JOB $55,000 NTE

Install and remove temporary gas bypass, disconnect and remove existing gas pipe, install and reconnect permanent New Jersey Natural Gas pipe, providing all labor, equipment and material for this work, including excavation, traffic control, restoration, and dewatering required to perform this work, except for supply and installation of steel sleeve which is included in Bid Item 0008. Not to exceed allowance amount of $55,000 to be included in bid as shown and not changed. Actual payment will be based on actual costs up to the not to exceed amount. +

0015 New Jersey American Water Utility 1 JOB $400,000 NTE Utility material and labor required to retire, remove and dispose of 8” AC Pipe provide (2) cut, cap, and thrust block, install blow-off valve, and install insertion valve at Campbell’s Avenue Bridge. Contractor is to verify that the work is performed by an approved contractor.

0016 Vibration Monitoring of Structures 1 JOB $_________

All work necessary to monitor the vibration of structures, in accordance with the drawings and specifications.

0017 Wetland Mitigation Bank Credits 0.019 CREDITS $________$________

Purchase credits from an NJDEP approved wetland mitigation bank certified to sell credits in Watershed Management Area 12 for project impacts to coastal emergent wetlands.

0018 Remediation of Block 265, Lot 68, SCQ Aviation, Inc. Property

1 JOB $________$________

Acquire Professional Services of a New Jersey Licensed Site Remediation Professional (LSRP) to coordinate the remediation of soil and ground water contamination at 467 Route 36, Middletown Twp, NJ 07758.

0019 MOBILIZATION AND DEMOBILIZATION

1 JOB $________$________

Total Base Bid $_________

OPTION 1

0020 Contaminated Non-Hazardous Material 1,600 CY $________ $________

All Work for Handling, Transport, Treatment and Off-Site Disposal of Upland Material Exceeding NJDEP Non-Residential Soil Cleanup Criteria and classified as Contaminated Non-Hazardous (ID 27 Waste) suitable for landfill cover, roadway subbase and recycling facilities, complete.

“Estimated Quantities”

If Option #1 is exercised, Bid Item No. 0020 shall be exercised within 700 calendar days of issuance of the Base Bid NTP. No additional time shall be added to the contract performance period.

Total Option 1 $_________

OPTION 2

0021 Liability Insurance 1 JOB $ _____

New Jersey Department of Environmental Protection (NJDEP), Monmouth County, and Middletown Township Liability Insurance. The amount bid will be the maximum amount payable. Actual payment will be based on actual costs.

If Option #2 is exercised, Bid Item No. 0021 shall be exercised within 60

Total Option 2 $_________

OPTION 3

0022 Splicing 300 EA $________ $_________

All work necessary to splice steel piles in accordance with the drawings and specifications. The quantity may be changed by the COR if, based on the final length of the job pile, splicing is determined per pile load test to be unnecessary.

“Estimated Quantities”

If Option #3 is exercised, Bid Item No. 0022 shall be exercised within 548 calendar days of issuance of the Base Bid NTP. No additional time should be

Total Option 3 $_________

OPTION 4

0023 Steel H-Piles 3,700 LF $________ $_________

All work necessary to furnish and install additional length of steel piles for floodwall and road closure gates in accordance with the drawings and specifications, not included in Bid Item 0009. The Contractor's equipment must be able to drive piles with lengths ranging from 50 feet to 100 feet.

“Estimated Quantities”

If Option #4 is exercised, Bid Item No. 0023 shall be exercised within 548 calendar days of issuance of the Base Bid NTP. An additional 14 calendar days should be added to the contract performance period.

Total Option 4 $_________

OPTION 5

0024 Steel H-Piles 5,000 LF $________ $_________ specifications, not included in Bid Item 0009. The Contractor's equipment must be able to drive piles with lengths ranging from 50 feet to 100 feet.

“Estimated Quantities”

If Option #5 is exercised, Bid Item No. 0024 shall be exercised within 548 calendar days of issuance of the Base Bid NTP. An additional 20 calendar

Total Option 5 $_________

OPTION 6

0025 Steel H-Piles 10,000 LF $________ $_________ specifications, not included in Bid Item 0009. The Contractor's equipment must be able to drive piles with lengths ranging from 50 feet to 100 feet.

“Estimated Quantities”

If Option #6 is exercised, Bid Item No. 0025 shall be exercised within 548 calendar days of issuance of the Base Bid NTP. An additional 40 calendar

Total Option 6 $_________

OPTION 7

0026 Steel H-Piles 10,000 LF $________ $_________ specifications, not included in Bid Item 0009. The Contractor's equipment must be able to drive piles with lengths ranging from 50 feet to 100 feet.

“Estimated Quantities”

If Option #7 is exercised, Bid Item No. 0026 shall be exercised within 548 calendar days of issuance of the Base Bid NTP. An additional 30 calendar

Total Option 7 $_________

OPTION 8

0027 Swale Clay Lining 1 LF $________ $_________

All work necessary to furnish and install the Optional Swale Clay Lining Detail when water is encountered during construction. The contractor shall provide a price per linear foot where the quantity of clay lining required will be determined during construction.

If Option #8 is exercised, Bid Item No. 0027 shall be exercised within 548

Total Option 8 $_________

Total Base + Options $_________

NOTES:

1. Bidders are required to bid on all items on the Bid Schedule or their bid will be rejected.

2. The low bidder for the purpose of award will be the confirming responsible bidder offering the lowest price for the Total Base Bid and Optional Bid Amount for all Items. The Government is under no obligation to award the optional items.

3. Any bid which is materially unbalanced as to prices for the Base Bid and Optional Items may be rejected. An unbalanced bid is one in which the price of one or more contract line items is significantly over or understated as indicated by the application of cost or price analysis techniques.

4. Bidders are reminded that they must bid on the issued plans and specifications as amended. Any deviations, conditions or attachments made by the bidders thereto may render the bid non-responsive and be cause for its rejection.

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

6. If Option #1 is exercised, Bid Item No. 0020 shall be exercised within 700

7. If Option #2 is exercised, Bid Item No. 0021 shall be exercised within 60

8. If Option #3 is exercised, Bid Item No. 0022 shall be exercised within 548 calendar days of issuance of the Base Bid NTP. No additional time should be

9. If Option #4 is exercised, Bid Item No. 0023 shall be exercised within 548 calendar days of issuance of the Base Bid NTP. An additional 14 calendar

10. If Option #5 is exercised, Bid Item No. 0024 shall be exercised within 548 calendar days of issuance of the Base Bid NTP. An additional 20 calendar

11. If Option #6 is exercised, Bid Item No. 0025 shall be exercised within 548

12. If Option #7 is exercised, Bid Item No. 0026 shall be exercised within 548 calendar days of issuance of the Base Bid NTP. An additional 30 calendar

13. If Option #8 is exercised, Bid Item No. 0027 shall be exercised within 548

End of Section

TOTALS

Total Base CLINs $_______________ CLIN 0001 to CLIN 0019

Total Optional CLINs $_______________ CLIN 0020 to CLIN 0027

Total Base Plus Optional CLINs $ __________ CLIN 0001 to CLIN 0027

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 05-Sep-2024 02:00 PM to 10-Sep-2024 02:00 PM.

(End of Summary of Changes)