Amendment 0001 - VI ERFO FW SOP 2022-1(1).pdf

(x)

693C7326B000012 x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

ASHBURN VA 20147

ATTN: CONSTRUCTION

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: ACQUISITIONS

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1405/21/20260001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

05/05/2026

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

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

Project VI ERFO FW SOP 2022-1(1):

1) Provide revised Plan Sheets, C01, R02, R03, and R04.

a) Change wood-plastic composite decking thickness, delete pay item, and update quantities.

2) Replace the Bid Schedule Pages B-1 - B-2 with a revised Bid Schedule.

a) Delete pay item 63701-0000, and update quantities for Pay Items 55701-2000 and 55701-3000.

3) Revise the following Special Contract Requirements (J-Pages) sections:

a) Delete the field office requirements Section 637 - FACILITIES AND

SERVICES.

4) Provide a summary of responses to questions/clarifications asked by potential bidders.

Continued ...

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

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 11CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

693C7326B000012/0001

The Bid Opening date of Thursday, June 4, 2026, at 2:00 p.m. EDT remains unchanged.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0001

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0001

VI ERFO FW SOP 2022-1(1)

Sandy Point National Wildlife Refuge Solicitation: 693C73-26-B-000012

The purpose of this Amendment is to:

1) Provide revised Plan Sheets, C01, R02, R03, and R04.

a) Change wood-plastic composite decking thickness, delete pay item, and update quantities.

2) Replace the Bid Schedule Pages B-1 - B-2 with a revised Bid Schedule.

a) Delete pay item 63701-0000, and update quantities for Pay Items 55701-2000 and 55701-3000.

3) Revise the following Special Contract Requirements (J-Pages) sections:

a) Delete the field office requirements Section 637 – FACILITIES AND SERVICES.

4) Provide a summary of responses to questions/clarifications asked by potential bidders.

The Bid Opening date of Thursday, June 4, 2026, at 2:00 p.m. EDT remains unchanged.

Changes to the Special Contract Requirements (J-Pages) Sections:

1) Delete Section 637 — FACILITIES AND SERVICES, pages J-13 through J-16.

Changes to Plans Sheets:

1) Delete and substitute the amended plan sheets C01, R02, R03, R04.

Sheet Number Revision C01 Revised quantities for 55701-2000 and 55701-3000

Deleted pay item 63701-0000 R02 Deck thickness changed from 3” to 2” R03 Deck thickness changed from 3” to 2” R04 Deck thickness changed from 3” to 2”

Info Page 1 of 3

Questions / Clarifications:

Due to the repetitive nature of several questions and issues, the wording of questions may have been revised, and some questions have not been included.

1. Line items 55701-20 and 57701-30 have the qty of one (1) MFBM or 1,000 board feet. Based on our estimated qty do not match the proposed scope. For line item 55701-30 STRUCTURAL TIMBER AND LUMBER, COMPOSITE we estimate approximately 90.33 square feet or 271 board feet: 5’- 10 1/8” wide by 15’- 5.5” long boards 3” thick. Please confirm the qty and unit for these line items?

Response: Quantity values have been updated for pay items 55701-2000 and 55701-3000.

Refer to revised Bid Schedule.

2. The projects proposed 3"x 6" wood -plastic composite decking does not seem to be a size available from manufactures. Do you have a specific manufacturer that can provide the proposed size of composite wood? If not can an alternate 2”x 6” decking be acceptable?

Response: Wood-plastic composite decking has been updated from 3”x6” to 2”x6”.

3. Please confirm the helical pile requirements, including pile size, depth, capacity, torque, testing, and whether the Contractor is responsible for the pile design.

Response: The Contractor is responsible for the pile design, see Subsection 573.03 and Sheet R05.

4. Please confirm which permits the Contractor must obtain, including DPNR Federal Consistency review, and whether permit fees/review time should be included in the bid.

Response: Refer to Subsection 107.01 of the Special Contract Requirement for permit information. The CZM approval should meet the repair/maintenance waiver, which is available on DPNR's website. The project is expected to meet the conditions for a non-notifying NWP 3(a) - Maintenance under Section 404 of the Clean Water Act. Pay Item 15102-0000 (THIRD-PARTY COMPSENSATION) has been added to cover permits fees.

Include in schedule total.

5. Please confirm what must be removed under the timber boardwalk removal item, including temporary bridge, old damaged components, foundations/piles, and debris.

Response: Remove the existing superstructure, any existing elements that conflict with the installation of the helical piles. Please refer to Subsections 203.01 and 203.05 for more details.

Info Page 2 of 3

6. Please confirm the required composite decking product, size, color/finish, fastening method, and approval requirements.

Response: Submit composite decking samples to CO for approval and install according to Section 557, as noted on R01. See Subsections 557.07, 716.04, and 716.05 for additional information.

7. Please confirm the required treated lumber, preservative treatment, hardware, bolts, screws, and coating requirements for the coastal environment.

Response: Provide timber pressure treated in accordance with AWPA Standard U1, use category UC4C, as noted on R01. See the structural steel materials Section on Sheet R01 for information related to hardware and connection material information. See Subsections 557.06, 557.07, and 716.05 for more details.

8. Please confirm all work restrictions, including work hours, weekend work, refuge access, beach/public access, wildlife restrictions, and blackout dates.

Response: Please refer to Subsection 108.01 of the Special Contract Requirements.

9. For line item “A1060 Contractor Testing – LPSM ALL,” could you please clarify what type of testing should be included in our bid? We would appreciate any additional information or specifications regarding the required testing scope.

Response: Refer to Section 154 of FP-24 for Contracting Sampling and Testing requirements.

10. For line item “A1240 Field Office – EACH 1,” could you please provide guidance on the expected size and type of field office to include in our bid? Are there any special requirements for the field office, and is one required given the overall size and scope of the project?

Response: Field Office is not needed for this project. Pay item 63701-0000 for Field Office has been deleted in the amendment.

Info Page 3 of 3

Ir I

15'-0"

6" x 6" Timber ----header (7yp.)

'f':

I tr,, No es:

1.

2.

PR01FCT SHEET

rruMErER

VI ERFO F\li/ SOP 2022-1 (1)

Attach stringer,r to header,r with stainl<rss steel hurricane tier.

Attach according to the manufacturer's recommendations, as approrred.

Sn/Jmi! seif-acfherirrg f!crshiug /dpe for cr1,p1uva! ,,t ir·ast "!O days before beginning construction. Provide self-adhering fl,Fhinn tilne c,,nfcrmfng tn Suhsecrion 72', 71 rncrr;;i/J •c,,Jf-adher/;g f/ashi"ng t�pe �n the t;p Sl�rf�;e ;;:a,i he;deri-stnngers, and rim JOisLs aceoramg LO the manuii:iCturen, recommendations.

Prrrvidrr ¼-inch spacin9 between deck memhenr.

R03

/r tr::i��:;;;� y�firr�yp )

3.

4. Conne:ct d,rckinq to stringer,, with least two inr:h lonq #10 deck screws at each support location. Do not install deck scrr?w,; /esr th,,o t,; inctr,?s ,w,ay from ttr,� er!ge ,,f e !!1e, member. Provide pilot holes for deck screws as

I

I I I

'\__ (J: Structure 5.

rerommendecJ fiy Ure manuracLore, of u,e elements /Jei rg connected.

Connect rim joists to strinqers with at least two l6d nails at each suppurt lucat1on. CormecL rim JOisLs tu headers with 5 strap ties evenly spaced along the member. Provide 1-inch wicJe, 8-inc.!1 lung, dnd 16 yduy1= tftic:k sLraµ ties.

�-I

,,,,� - Helical pile (Tvn.)

le.

c::, ,,_ 'J::

STRUCTURE NO.

31/s' x 8"i4" &iulam - ·Ertrinqer (Typ.)

I

�I r - q Pier 1 (Typ.) -- <;;;: Pjer 2 (Tye,)

PLAN

Scale: l" = 1'-0" i i-V-\,"Yv~\,--y,-' ",ry~\ -Y-- ,~,rv- -v--,-\,,-...,,r' ''"°v"'-i' ,-.,,,,-v~v-....,,' ,--v-v 'V-,..,"v---V- v V-V-"v-V--\,"v"Y" v --y---,,,",rv~\,-y,-- ",.r-y~,, -V--, -\�, -v--,>'~,,,-.,,,,-, ~v---v~, --V-ll ( 2" x 6" L11lood-olastic comoosite -t ueekm g

See

N o e3

J

-C8l l � = -- �: '. :: �:��; �:: ;;::�

J riFff

""���lF�:� !;s." �· 831-( Giulam - • I 1,_0,, (Tvp.) I ! I t - LJ U[ � lLJ LJ "''rm,,er , Typ.) ( =- - • -·� I <I> I

I , 1 1 !� = :i= =I/�

,f •etc !I• , I' , 111• ,w .± 1h I, II

I I I I I q_J

2" x 4" Timber plank (Typ.)

..----- Hurricane tie (Typ.) • (Se,·· Not,� 1) l=- 6" x 6" Timber headr?r (Typ.)

Helical pile

I .. 2'-0" c ryp.) .. I

TYPICAL SECT:E:Or,&

Sea!�: 1½ 11 = 1'-0 11

STRUCTURE NAME FEATURES INTERSECTED LOCATION

Sdndy P iint Natiunai WiliJiife Ref ,ge

/]:\, ('' ----V-", v,, -Y--' ,ry ,"--Y- ,rv ,,,-y--, ,r-v ,,,v--, ,,,--y t 2" x 6" WoocJ-plastic composite � decking (Se� Not!"! 3)

; [ s ,.,. >< T" ::? f'"'"' ·.?"i ,::;:, > I I l½" X R¼" (Act11;;; T"[,;;;,;;; �,v

JV '-" . AJ�

rimjoi:;L (1yp.)

�• i :_j )�

:t;ti \� :rr:an� (,yp.)

U.S. c�P/l.ilfMtrr,JT TliANS1•0R,cno,1

FEDERAL HIGHWAY ADMINISTRATION

OFF,r..E FE-uERu L/i.NDS cIGcWAi

1 (j)

I ' I

I q_.;

(See Note 1)

\_ 6" 6" Timt',er header f--- Helical pile

VIEW A-A

Scale: 1 ½" = l '-0"

3�,(" X B¼" Giulam stringer

<o1---.----...... --------------------------------.----------, ...... ----------------...-----------------------------.---------1

� NO. UATL LW H.l:VlSIOr�S DESIGt,ED BY DRAWN BY CHECKED BY PROJLCT TEAM LE!\D SCALE BRIBGE f'U\N SHEEY DATE RG / BRf' NO. FRAMING PLAN C\11---t-----;----;---------------------i------------------;1----------i----------,----------t----------;1----------;---------t °' 1 5/18/26 uJL Re rised deck lhicki esr

DJL DJL MRB Christopher Negley As Shown 3 of 5 May 2026 BRP-1369 a

0 (\J Cl a ti)

STRUCTURE NO. STRUCTURE NAME

I

."'--4" x 4" Timber post

PLAN VIEW

! i ! r--..>--+1--2" x 4" Timber curb

1 r \ � 1 1 :,- t- 7-- - - •·? x Timb'=, pu•,t

CONTINUOUS CONNECTION

A

%" (2J Timher dock holt ___,,/ (See Note 1)

T[ jJ y

I s - - -

DISCOtriTitrlUOUS CONNECTIOhi

FEATURES INTERSECTED LOCATION

Sdndy P ,int Natiunai WiliJiife Refuge

X

A x Timber plank

U.S. u�P/i.iifMiii-lT Tl.!ANS1•0R!cf101"

FEDERAL HIGHWAY ADMINISTRATION

ilFFii..E FE-DER!.. L/i.NDS NIGNWA!

<o1---...-----------------------------------.------------------------.------------------------.--------

� NO. UATL LW H.EVlSIOr�S DESIGt,ED BY DRAWN BY CHECKED BY PROJLCT TEAM LE!\D SCALE BRIDGE f'U\N SHEEY DATE RG / BRP NO.

(\J---t--------ii---i--------------------t----------------t------------------------------------------it--------

0) 1 5/18/16 UJL Re dsed deck lhick, es, DJL DJL MRB Christopher Negley 3 11 = 1 1-0 11 4 of 5 May 2026 BRP-1369

PR01FCT

VI ERFO F\li/ SOP 2022-1 (1)

Nures;

SHEET

f'✓UMUER

R04

1. U,.e ·'.0,7-incfl di.cmeLer Limbff duck bolt;. wiLf, dome head, washer, and hex nut. Bore 1½5-inch diameter IF-,le through curb, po""t, duck, and planks. Extund bnlts ½-inch heyond end nf nut.

CURB DETAILS

BID SCHEDULE

Project No : VI ERFO FW SOP 2022-1(1) Schedule : A

Project Name : Wooden Bridge Replacement Schedule Type : Base

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

A1000 15101-0000 MOBILIZATION ALL LPSM

A1020 15102-0000 THIRD-PARTY

COMPSENSATION ALL CTSM $4,000.00 $4,000.00

A1040 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL LPSM

A1060 15401-0000 CONTRACTOR

TESTING ALL LPSM

A1080 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

32.000 LNFT

A1100 20304-1000

REMOVAL OF

STRUCTURES AND

OBSTRUCTIONS

(TIMBER

BOARDWALK) ALL LPSM

A1120 20801-0000 STRUCTURE

EXCAVATION 3.000 CUYD

A1140 55701-2000

STRUCTURAL TIMBER

AND LUMBER,

TREATED

0.320 MFBM

A1160 55701-3000

STRUCTURAL TIMBER

AND LUMBER,

COMPOSITE

0.205 MFBM

A1180 57302-0000 HELICAL PILE 4.000 EACH

A1200 63502-0600

TEMPORARY TRAFFIC

CONTROL,

BARRICADE TYPE 3

4.000 EACH

A1220 63504-1000

TEMPORARY TRAFFIC

CONTROL,

CONSTRUCTION SIGN

20.000 SQFT

A001 A1240 63701-0000 FIELD OFFICE 1.000 EACH

Submitted By: Schedule Total: $4,000.00

B-1Bid Schedule Project: VI ERFO FW SOP 2022-1(1), Wooden Bridge Replacement

B-2

BID SUMMARY

Project VI ERFO FW SOP 2022-1(1)

(1) Schedule A (Base Contract) BID Total (from Page B-1) = (1) $_________________________

The performance period for the completion of Schedule A is 120 calendar days.