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This amendment to solicitation N4008521R2531 provides responses to contractor questions and revises drawings for the P405 Design-Bid-Build Range Improvements and Modernization, Phase 3 project at Marine Corps Recruit Depot, Parris Island, South Carolina. The Navy is constructing a new rifle range and support buildings at the same location as the existing Chosin Range to meet Marine Corps requirements. Revisions include updated grading drawings, clarification that target lifters will be furnished by the government, and notes added to plans regarding storm drain connections and haul routes. The proposal due date of September 23, 2021 at 2:00 PM EST remains unchanged.

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Other files

File Type Posted
Amendment 0009.pdf PDF
AMENDMENT 0008.pdf PDF
Amendment 0007.pdf PDF
Amendment 0007 Rev - Attachment E - Price Proposal Form.pdf PDF
Amendment 0006 - P405 Revised Final Bldg HAZMAT Reports.pdf PDF
AMENDMENT 0006.pdf PDF
1641320Amend0006 spc 04 20 00 33 40 00.pdf PDF
1641320Amend0006dwg CIVIL.pdf PDF
1641320Amend0006dwg STRUCT.pdf PDF
Amendment 0006 - P405 Geotechnical Investigation Report Rev 4.pdf PDF
AMENDMENT 0005.pdf PDF
1641320Amend0004dwg_CIVIL.pdf PDF
Amendment 0003 - P405 ACAD.zip ZIP file
AMENDMENT 0003.pdf PDF
Amendment 0002 - eOMSI FDW-Nov2020.xlsx XLSX spreadsheet
AMENDMENT 0002.pdf PDF
Amendment 0002 - Site Visit Roster.jpg JPG image
AMENDMENT 0001 - PROJECT TABLE OF CONTENTS.pdf PDF
AMENDMENT 0001.pdf PDF
Attachment E - Price Proposal Form.pdf PDF
1641320dwg02of07.pdf PDF
1641320dwg03of07.pdf PDF
1641320dwg01of07.pdf PDF
1641320dwg05of07.pdf PDF
N4008521R2531.pdf PDF
1641320dwg06of07.pdf PDF
Attachment D - SBSP (FinalTemplate) Jan2021.doc DOC document
Attachment A - PPI Inquiry Log.doc DOC document
Attachment C - Past Performance Questionnaire.docx DOCX document
1641320dwg04of07.pdf PDF
Attachment B - Construction Experience Data Sheet.docx DOCX document
1641320spc01of01.pdf PDF
1641320dwg07of07.pdf PDF
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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. N40085-21-R-2531 - DESIGN-BID-BUILD, P-405 RANGE IMPROVEMENTS AND MODERNIZATIONS, PHASE 3, MARINE

CORPS RECRUIT DEPOT, PARRIS ISLAND, SOUTH CAROLINA

The purpose of this amendment is to provide PPI responses.

The proposal due date of 23 September 2021 NLT 2:00 PM EST remains unchanged.

See Continuation Page(s).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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

16C. DATE SIGNED

BY 16-Sep-2021

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 N4008521R2531

X 9B. DATED (SEE ITEM 11)

04-Aug-2021

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

16-Sep-2021

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:

N4008521R2531

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 0004

CONTINUATION SHEET

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following drawings and specifications are revised as of 16 SEPTEMBER 2021:

NAVFAC Drawing No. 12832155 REPLACE CG103 with revised sheet accompanying this amendment. (Corrected plotting error to present previously missing contours lines.)

NAVFAC Drawing No. 12832158 REPLACE CG106 with revised sheet accompanying this amendment. (Corrected plotting error to present

NAVFAC Drawing No. 12832159 REPLACE CG107 with revised sheet accompanying this amendment. (Corrected plotting error to present

NAVFAC Drawing No. 12832160 REPLACE CG108 with revised sheet accompanying this amendment. (Corrected plotting error to present

NAVFAC Drawing No. 12832179 REPLACE CG700 with revised sheet accompanying this amendment. (Changed descriptions of CO-1 to include connection to storm drains in front pit heads to identify connections on plumbing plans.)

NAVFAC Drawing No. 12832180

REPLACE CG701 with revised sheet accompanying this amendment. (Added pipes for storm drain connection in front of Pit Heads.)

PPI’S

Contractor

PPI#

Section of RFP or Page Number

Paragraph Reference

Drawing Number

Question Response

22 CU100 Please provide the voltage and phase of power available for the pump station.

The Lift Station is to be connected to the secondary side of transformer T4 and provided with 240V/1- Phase Power. Please refer to sheets ES101 and EP603.

23 CG106-

CG108

Some of the grading drawings are missing contour lines. Please provide revised drawings.

Plans are being reprinted for the Amendment.

24a A4/AE302, B4 &

C4/AE501,

S304, C1/S305, C1/S306 and C1/S307

A4/AE302, B4/AE501

and C4/AE501 are for the Target Storage and Pit Head Buildings. They show fluid applied waterproof membrane, rigid insulation board, 1/2" protection board, geocomposite sheet drain and granular backfill.

C1/S305, C1/S306 and C1/S307 are for the Target Berm Wall, Front Impact Berm Wall and Rear Impact Berm Wall.

These show geocomposite sheet drain and granular backfill.

S304 is for the Side Safety Wall and shows drainage system at all.

(1) It is our interpretation that the waterproofing/drainage system detailed on

A4AE302, B4/AE501

and C4/AE501 only are applicable to the Target Storage and Pit Head Buildings and this system is not applicable to the Target Berm Wall, Front Impact Berm Wall and Rear Impact Berm Walls.

Your interpretation is correct.

24b A4/AE302, B4 &

C4/AE501,

S304, C1/S305, C1/S306 and C1/S307

(2) It is also our interpretation that the Side Safety Wall does not get any type of drainage system as shown on S304. Please confirm and/or clarify both of our interpretations.

The side safety wall does not get any drainage system

25 PL102 and

CG101

The notes on PL102 state to refer to the civil drawings for the continuation of the pipe systems leaving the drainage basins. These lines are not shown on the civil drawings. Please provide pipe size, pipe type and pipe discharge locations for the drainage basins for both the Male and Female Pit Heads

Additional notes have been added to the plan clarify the connection to the storm drains

26 CD101,

CD102,

AE201

Note 21 on CD101 and CD102 states to demolish target lifters. C4 and C5 on AE201 shows "Target Lifter Shown Hatched".

There is no mention of salvaging and reinstalling target lifters. It is our interpretation that all existing target lifters are to be demolished and removed from the jobsite and that any new target lifters will be furnished and installed by the Government. Please confirm and/or clarify.

Yes the target lifters will be demolished and new ones will be furnished and installed by the government.

27 Civil drawings

There is no onsite access to the area downrange of the Target Wall location.

Please provide haul route plan for access to this area once Target Wall is complete.

The haul route on is shown on the plans C-

28 31 62 13.20 2.1.11 Specs are calling for a friction reducing coating to be applied to the piles.

The previous 2 range modernization projects did not include this coating requirement.

This requirement will add cost to the piles. Please verify whether or not this

The friction reducing coating is required per the latest geotechnical report coating requirement is indeed required for this project.

29 PL102 The catch basin shown at the exterior of the buildings does not show an outfall pipe for stormwater. Please provide size, material, and inverts for outfall.

Additional notes have been added to the plans clarifying the connection to the storm basins

30 CG100 Contractor recommends butting up lined swale to north safety wall to eliminate maintenance issue for mowing. Will this be considered?

The swale cannot be moved closer to the wall or the wall will not have sufficient cover on footer

31 CS101 Please provide detail for turf berm maintenance road.

See detail C1/301, the turf maintenance road it compacted earth

32 CD100 Please provide a pavement section for the existing firing line.

The existing firing line has no pavement section

33 CU100 Are the utility drawings shown identical to the permitted set of drawings from BJWSA, or is there possible design changes that will be encountered during construction?

BJWSA permitting is currently underway if any changes made during the permitting process will be outline in accordance with NAVFAC amendment requirements

34 Solicitation Will the contractor be responsible for procuring all permitting or has all permitting already been secured?

Permitting through BJWSA an SCDHEC (SWPPP) are currently underway contractor will be responsible for any other permits outline in the specs.

35 CU101 Please provide outfall size and composition for trench drains.

See Detail B3 an D3 on see Sheet CG502.

36 Solicitation With the extension of the bid date is the PPI deadline also extended to match the new 14-day window?

Yes.

(End of Summary of Changes)

File details come from the government source that posted it. Updated .