N4008525R2611 Amendment 0003.pdf

Offers 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 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 your 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

CHECK ONE 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

N40085

SOLICITATION NO. N40085-25-R-2611, DESIGN-BID-BUILD, REPAIR AMMUNITION RAIL TRESTLE & CULVERT, NAVAL

WEAPONS STATION EARLE (NWSE), COLTS NECK, NEW JERSEY.

All correspondence regarding this solicitation shall be emailed to Mary Ann Pool at mary.a.pool3.civ@us.navy.mil.

See Continuous Pages.

NAVFAC MID-ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK, VA 23511-3095

See Item 6

J

N40085-25-R-2611

1 6

05/21/2025

04/14/2025

N40085-25-R-2611

The purpose of this amendment is to provide the following:

1. Provide Price Proposal Form – Revision 2 dated 21 May 2025 included via amendment.

2. Responses to Pre-Proposal Inquiries (PPI’s)

Pre-Proposal Inquiry Responses:

Question # Reference

Question Government Response Page Section Paragraph

14 CT102 Notes 6

CT106 allows for the removal of the track structure within the

LOD provided the area is restored to the bottom of tie elevation upon completion. Question 1 -

Are any bump stops needed on the resulting track tails? Question

2 - Please confirm the track system does not need to be re-installed upon completion.

Question 3 -. Is there a track bed section requirement for subballast

/ ballast that would be applicable to the restoration?

Q1 - Stops on the track are not required at the track removal limits Q2 - The track system does not need to be reinstalled upon completion Q3 -

Restoration of the track bed is to match the width of the original track bed

15 CT102 Notes 10

The Compaction Grouting and

Well Installation /

Decommissioning is inevitably going to contaminate or impact the active track ballast in some manner. Please advise what the restrictions or extents / expectations of restoration will be required for the ballast and what

AREMA Grade or size ballast may need to be installed (i.e it is suspected the Owner would requiret no ballast will be removed to ensure track stability, but redressing the surface may be needed).

AREMA ballast sizes 4 and 4A are acceptable for track restoration.

Price

Schedule

& S-102 to S-104

001G &

001H

Description s

The description of CLIN 001G indicates it is for payment of Type

3 repairs as per sheets S-102 through S-104, but the quantity and units align with the Type 4

Repairs as shown on those Plan

Sheets. Similarly, CLIN 001H indicates it is for the Type 4

Repairs as shown on those Plan

Sheets S-102 through S-104, but the Quantity and Units of 2000

Gal do not correlate to any

Repairs as shown on those Plan

Please refer to Price Proposal

Form - Rev 2 dated 21 May

2025 via Amendment 0003.

Sheets. Where is this repair detailed?. There does not appear to be any means of payment for the 61SF of Type 3 Repairs as shown on Plan Sheets S-102 & S-

17 CT101 Notes 3

Note 3 on CT101 States

Normandy Road must be closed nightly with one lane remaining unobstructed for emergency vehicles. Question 1 - Is this required for the duration of the contract or only when a single lane / alternating pattern is in place? Question 2 - Is this an absolute requirement or a matter of means and methods by the

Contractor?

1. Normandy Road must be closed to public traffic overnight with the barriers indicated. During this time one lane must remain unobstructed so if an emergency vehicle can move the barriers and the length of the closure. This is required for the duration of the project.

2. This is an absolute requirement.

CG101-

CG103

Grading

Plans

Drawings CG101 thru CG103 provides proposed temporary & final grading contours overlayed on the existing topography.

However, it is very difficult to read the existing topography.

Please provide a clean drawing of the exisiting survey & topography.

Refer to C-102 thru C-105 for the existing topography

19 C-001

Sediment

Removal

Notes

Drawing C-001 Sediment

Removal Notes 5. "Removal of sediments, soils and debis including all interstatial pore water or decant water associated with the removed material must be performed in a controlled manner with a vac truck." The existing culvert pipes will constitute a Confined Space for workers. Therefore, the

Contractor may seek to deploy remote-controlled, low profile, electric/robotic equipment to remove sediment and minimize worker exposure durations within the Confined Space. Please confirm that this methodology is acceptable.

This means and methods is acceptable, however note that regardless of means and methods for cleaning/dewatering the culverts, the Contractor is still responsible for verifying/ ensuring the culverts are cleaned and dewatered in accordance with the requirements as listed in the plans and specs.

20 NA 01 78 24 3.1

Multiple Spec Sections such as 01

78 24, 23 09 00.00 22 [para

3.6.2/3.6.4], 23 09 53.00 20 para

1.8.6 etc. indicate commissioning requirements. However, it is unclear if the contract is requiring services of a commissioning agency. If required, please specify

This requirement was inadvertently included, commissioning is not applicable to this project.

all system that are to be considered for commissioning by an independent Commissioning

Agent.

Attachm ent H

Price

Proposal

Form

Line Item

0001J

Line Item 0001J includes the

"entire work to remove the sediment from the culverts to perform repairs at Culvert 1A and

1B;" and the payment quantity and unit is 1 Each. The costs associated with the handling, loading, and off-site disposal of the sediment are entirely dependent on the actual quantity of the sediment material. The inclusion of the sediment removal in a lump sum item places an unnecessary burden on the

Contractor. The contract documents include estimated quantities of the existing sediment based on prior investigations;

however, the information was collected in the past and the

Engineer acknowledges that the actual field conditions have likely changed. Therefore, the sediment removal and disposal should be a measureable, unit-priced item.

Please add a line item for

Sediment Removal & Disposal to be measured and paid on a unit basis of weight (Ton).

PENDING

Attachm ent H

Price

Proposal

Form

Line Item

0001G

Line Item 0001G for Type 3

Concrete Repairs has a payment quantity and unit of 24 and CF, respectively. However, the Bid

Quantities tables on Drawings S-

102 through S-104 indicate a total of 61 SF for Type 3 Repairs.

Please confirm the quantity and unit for Item 0001G.

Please refer to Price Proposal

Form - Rev 2 dated 21 May

2025 via Amendment 0003.

Attachm ent H

Price

Proposal

Form

Line Item

0001H

Line Item 0001H for Type 4

Concrete Repairs has a payment quantity and unit of 2000 and Gal, respectively. However, the Bid

Quantities tables on Drawings S-

102 through S-104 indicate a total of 24 CF for Type 4 Repairs.

Please confirm the quantity and unit for Item 0001H.

Please refer to Price Proposal

Form - Rev 2 dated 21 May

2025 via Amendment 0003.

24 1

31 43 14

Compact ion

Grouting

1.1.b

Spec Section 314314.1.1.b

"Perform sampling and testing of

Aggregates and Cementitious materials in accordance with

Section 03 30 00 CAST-IN-

PLACE CONCRETE". A search was conducted on the referenced concrete section of the specification and it did not locate the frequency and quantity of testing required for Aggregates and Cementitious materials.

Please confirm the frequency and quantity of sampling and testing.

PENDING

25 1

31 43 14

Compact ion

Grouting

1.1.c

Spec Section 314314.1.1.c

"Perform sampling and testing of

Grout materials in accordance with Section 03 30 00 CAST-IN-

PLACE CONCRETE". A search was conducted on the referenced concrete section of the specification and it did not locate the frequency and quantity of testing required for Grout materials. Please confirm the frequency and quantity of sampling and testing.

PENDING

Unknow n

03 30 00

CAST-

IN-

PLACE

CONCR

ETE

Unknown

Spec Section 314314.1.1.b

"Perform sampling and testing of

Aggregates and Cementitious materials in accordance with

Section 03 30 00 CAST-IN-

PLACE CONCRETE". Please confirm the frequency and quantity of sampling and testing.

PENDING

Unknow n

03 30 00

CAST-

IN-

PLACE

CONCR

ETE

Unknown

Spec Section 314314.1.1.c

"Perform sampling and testing of

Grout materials in accordance with Section 03 30 00 CAST-IN-

PLACE CONCRETE". Please confirm the frequency and quantity of sampling and testing.

PENDING

28 C-502 Detail A1

Approx.

Limits of

Existing

Deteriorate d CMP, entire

Length.

Drawing C-502 Detail-A1 "Create new invert section of existing

CMP using 16GA Steel Sheeting or Galvanized Steel Pipe Half

Sections…" Please confirm that removal of the "Existing

Deteriorated CMP" that is represented by a dashed line at the bottom of the pipe in Detail

A1 is not required; the new material can be installed over the existing within the lower portion

PENDING

of the pipe after the sediment is removed.