N4008525R2513 AMD 0005.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

Solicitation No.: N4008525R2513 - PI2045M Repair of 3rd Battalion Pond Causew ay, MCRD, Parris Island, SC

Solicitation Response Date: 31 March 2025 NLT 2:00PM EDT remains unchanged

See Continuation Page(s)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 24-Mar-2025

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 N4008525R2513

X 9B. DATED (SEE ITEM 11)

14-Feb-2025

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 is extended, X 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 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

24-Mar-2025

CODE

NAVFACSYSCOM MID-ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008525R2513

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:

AMENDMENT 0005

The purpose of this amendment is to

1. Provide responses to pre-proposal inquiries.

Reference

Question Response Page Section Para

Are there any options to dispose of demolished pipe, concrete or gabion baskets on site?

All existing materials not reused on site shall be properly disposed of off Parris Island at an appropriate land fill, based on the type of material, due to the site being a known EPA site.

CS501 Detail A1 CS501, Detail A1, NOTE: FM5- 4723/NAVFAC MO 330 - This only refers to methods and testing requirements, what "material requirements" is the government referring to?

The note only referes to testing. The material requirements are per the project specifications.

S001 CONCRETE S001, Under CONCRETE: What is the spec requirement for the 3,000 psi concrete listed in this section?

Specification "Marine Concrete" (03 31 30) shall apply.

CD101 What is the depth of the asphalt path/sidewalk to be demolished on sheet CD101?

Asphalt trail thickness is estimated to be 1.5-inches.

CS502 Detail B1 On sheet CS502, detail B1, there is no indicated dowel spacing for the expansion joints. Can the government clarify this?

Dowel spacing to be 12-inches on center each way.

S003 What is the depth of the concrete slope protection, and existing rip rap to be demoed on sheet S-003?

Note 1 of S-003 applies to the following response: The existing concrete slope protection is estimated to be 4 inches thick. The existing rip rap is estimated to be 12 inches deep on top of a 4 inch deep layer of bedding material.

General General General Please provide jointing details for both the concrete slabs at the north and south bridges.

For channel slabs (below bridge), see S-028.

For joint between bridge slab and approach slab, see S-025.

CS501 Please clarify if the approach slabs are to be concrete or asphalt.

Additionally, please provide typical sections for the approach slabs.

CS501 does not clarify pavement sections, only sidewalks and existing asphalt.

Approach slab details are in the Structural plans.

Civil sheet CS501 for detail Approach Slab Normal Crown includes a note to see Structural plans.

N4008525R2513

S-015 Please specify the pile tip elevation for the W44x230 King Piles REF Sheet S-015 Foundation Notes

Per paragraph 3.3.1.2 in Section 31 41 16 (Steel Combination Pile Bulkheads) of the Specifications, tip elevation for the king piles at the North and South bridge is equal to -46 feet and -47 feet, respectively.

Are the sheetpile coated or black steel?

**Due to application of fascia concrete, the sheetpiles are not required to be coated

Where the wingwall bend lines don't coincide with the sheetpile interlocks, do you want sheetpile cut & welded, or deflected as best as possible?

Per specification "Steel Combination Pile Bulkheads" (31 41 16) section 3.3.1, submit a written description of the site specific pile procedures for Government review and approval. Pile placement installation drawings and details must also be provided..

03 31 30 2.7.1 Will ASTM A1094 Galvabar be acceptable? SCDOT has previously approved its use.

Per 2.7.1 of 03 31 30, the reinforcing selected shall match the structural properties of the reinforcing specified. Please bid per RFP

32 11 33.13 There is no design provided for the Portland Cement Stabilized Base Courses indicating the amount of cement to be applied. Please consider providing a unit price item for the Cement that is to be used in the Portland Cement Stabilized Base.

Per paragraph 2.2.3 of 32 11 33.13, cement content will be determined from the results of the mix design report.

Drawing S-001

Reinforcing Steel

This sections requires the reinfocement to be galvaized after it has been fabricated. One of our suppliers has requested the use of Galvabar, ASTM A1094. The bars are galvanized before fabricatiown.

SCDOT has accepted ASTM A1094 as an alternative to ASTM A767. The fabricator has more control over the order since everything is kept in house. Their experence is they lose control of the order once it it shipped to the galvaizer.

Per 2.7.1 of 03 31 30, the reinforcing selected shall match the structural properties of the reinforcing specified. Please bid per RFP

**Please note that this PPI was previously given a response in AMD 0004. However the response in AMD 0004 was not correct and was intended to be for a different PPI. Please consider this response to be correct and up to date.

(End of Summary of Changes)