Addendum 3_D006689.pdf

NYSOPRHP – LONG ISLAND DISTRICT

ADDENDUM NO. 3

TO THE PLANS AND SPECIFICATIONS FOR:

Bayard Cutting Arboretum State Park Carriage House Bridge Replacement

CONTRACT NUMBER: General Construction Contract D006689

NYS OPRHP – LONG ISLAND DISTRICT

Bayard Cutting Arboretum State Park, 440 Montauk Highway, Great River, New York 11739

THIS ADDENDUM TO THE PLANS AND SPECIFICATIONS IS ISSUED TO MODIFY,

EXPLAIN OR CORRECT THE ORIGINAL DRAWINGS AND SPECIFICATIONS AND IS

HEREBY MADE A PART OF THE BIDDING DOCUMENTS. PLEASE ATTACH THIS

ADDENDUM TO THE BACK OF THE COVER SHEET OF THE PROJECT MANUAL IN

YOUR POSSESSION.

ISSUE DATE: August 24, 2026

INSTRUCTIONS

1) Read all plans, specifications, and addenda carefully.

2) IMPORTANT – Acknowledge receipt of all addenda on the bid form when submitting your bid.

3) TO ALL HOLDERS OF CONTRACT DOCUMENTS: This Addendum is part of the

Contract Documents in accordance with the INSTRUCTION TO BIDDERS, RESOLUTION OF DISCREPANCEIS AND AMBIGUITIES of the Contract Documents and Specifications.

4) The following documentation, changes, additions, and/or replacements are being provided to all Plan Holders in a digital form and shall be incorporated into the Contract Documents as applicable.

IMPORTANT REMINDERS:

1) The Engineer’s Estimate Range for this contract has been established as $331,020 -

$447,851

2) The deadline for submission is Thursday, August 27, 2026 at 10:00AM local time.

Bids must be submitted via email to LICapitalProcurement@parks.ny.gov. If email is not an option for the bidder, an alternate address will be provided upon written request to a designated contact. Sealed bids will be publicly opened and read via WebEx only on Thursday, August 27, 2026 at 10:30 AM, local time.

3) Bidders are reminded to acknowledge the receipt of all Addenda issued for this project on the Lump Sum Bid Form.

4) The Contract D number and Company Name should be clearly marked in the subject line of your email, along with the words “BID SUBMISSION”. Each bid must be prepared and submitted in accordance with the Instructions to Bidders and must be accompanied by a scanned Bid Security in the form of a certified check, bank check, or bid bond in the amount of $19,500.

VIRTUAL BID OPENING WITH WEBEX AUDIO CONFERENCE:

Join from the meeting link https://meetny-gov.webex.com/meetny-gov/j.php?MTID=m25d7d840fbf29dcf6100a908bea9a461

Join by meeting number Meeting number (access code): 2829 041 1631 Meeting password: FRmqWmNi966

Tap to join from a mobile device (attendees only) +1-929-251-9612,,28268955054## United States Toll (New York City) +1-415-527-5035,,28268955054## United States Toll

Join by phone +1-929-251-9612 United States Toll (New York City) +1-415-527-5035 United States Toll

Join from a video system or application Dial 28290411631@meetny-gov.webex.com You can also dial 207.182.190.20 and enter your meeting number.

DRAWING CHANGES:

1. Drawing C202 has been revised to accurately reflect the Column and Base Plate sizes.

REQUEST FOR INFORMATION (RFI) RESPONSES:

The RFI due date was Thursday, August 20, 2026, at 10:00AM. RFIs have been answered and are included within this addendum.

- RFI 001 – AIA Bid Bond Acceptance

C202

PEDESTRIAN

BRIDGE

Drawn By:

Design By:

Checked By:

Submission Date:

Approved By:

Sheet:Project ID:

Sheet Title:

Drawing Number:

Project Title:

Project Location:

IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,

UNLESS UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER

TO ALTER THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE

SEAL AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS,

DATE AND ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT © 2022

Kathy Hochul Governor

Kathy Moser Acting Commissioner

Seal and Signature

123456789

89 123467 5

A

B

D

E

F

G

H

C

OF

LONG ISLAND DISTRICT

635 Belmont Ave.

West Babylon, NY 11702

LONG ISLAND REGIONAL DIRECTOR

GEORGE GORMAN, JR.

LONG ISLAND CAPITAL DISTRICT MANAGER

VESNA HADZIBABIC, PE, LEED AP BD+C

CONSULTANTS:

EXECUTIVE DEPUTY COMMISSIONER

TOM ALWORTH

DEPUTY COMMISSIONER, CAPITAL PROJECTS

BEVIN COLLINS, RA, LEED AP

KEY PLAN:

CONTRACT #:D005890 LI-021

CARRIAGE HOUSE

BRIDGE REPLACEMENT

BAYARD CUTTING ARBORETUM

440 MONTAUK HIGHWAY

GREAT RIVER, NY 11739

R.J.W

P.M. J.A.G.

J.A.G.

J.A.G.

SUBMISSIONS/ REVISIONS

APRIL 2026

DETAILS

COLUMN REBAR DETAILS

NTS

f GUSSET PLATE

17"

62"

62" 6"

5" 17"

6"

~" GUSSET PLATE

f GUSSET PLATE

I 6"

.________.,_l

BEAM CROSSING

GUSSET DETAIL

SCALE: NTS

9.6'± 10.7'± 6.37'±

BEAM CROSSING DETAIL

SCALE: 1""=3'

OUTSIDE FINS

3/8"' TI-IICK ALUMINUM (TYP)

ALUMINUM

MOUNTING PLATE

3.58'± , __ -+1-----__:;"":~- HSS 4"x4"xf

- ERECTION BOLT

I 3.58'±

42"

2.5'

CONCRETE FOOTING

(SEE REBAR DETAIL)

'---'-18" SQUARE (TYP.)

i------------12'-------~

------CONCRETE COLUMN

GRADE

f 18" t

I

I ~ I

' 7 C C

0 7

I I I I ' I ' I I

I I ~ I I

0 ..J 5'-o"

115 @ 6"'0.C.

--- I

18"

----~ STIRRUPS

"3 @ B"O.C.

-- -r J 18" .

Section C-C

I-

J 6@ B" T&B

STIRRUPS

~ u u ~ #3 @ 8"0.C.

--I---' , ,- I I

; ' 18" n n n 0 , 1 'J"

Section D--D

New York State Parks, Recreation and Historic Preservation

Cash in Associates, P.C.

ENGINEERING • PL.ANNING

CONSTRUCTION MANAGEMENT

1200 \O'ERANS

MEMORIAL HIGHWAY

HAUPPAUGE. NEW YORI< 11788

TEL. (6.31) J48-7600

p'

·::::;;- if' ~ .,, ,-----,-------------------------------~------------------,--------------------_J~- - - --

:;:c,...---;...--

I

(2)

ALUMINUM BASE PLATE 1·-~

BRIDGE BEAM

BRIDGE BEA

(6061-T6)

PROVIDE 3/4" 0 ASTM F593 TYPE

316 STAINLESS STEEL THROUGH-BOLTS

WITH TYPE 316 STAINLESS STEEL NUTS

AND WASHERS AT ALUMINUM HSS-TO-GUSSET

PLATE CONNECTIONS. PROVIDE NON-CONDUCTIVE

ISOLATION WASHERS AND SLEEVES OR APPROVED

ANTI-GALVANIC COMPOUND BETWEEN STAINLESS

STEEL HARDWARE AND ALUMINUM COMPONENTS

FULL LENGTH

OUTSIDE FINS

3/8" TI-IICK

ALUMINUM (TYP)

COLUMN BRIDGE

ATTACHEMENT

NTS

t---5'---i

1"

FULL LENGTI-1

( 4 )il" ASTM F1554 Gr.55 ANCHORE RODS

18" LONG WITH 12" MIN

EMBEDMENT, HEAVY HEX_.;-

NUTS AND PLATE WSHERS

1 O"X1 O" BOLT PATTERN

2" MIN FROM EDGE " '

14 "x14"X1.

ALUMINUM BASE PLATE

(6061-T6)

PROVIDE OVERSIZE SLOTTED

HOLES IF NEEDED FOR

ERECTION TOLERANCES

18" SQUARE (TYP.)

q.

I q

I

' q '

_j ., CONCRETE FOOTING

(SEE REBAR DETAIL)

2.0'

WIDTH

OF BRIDGE 12'

2.0'

HSS 8" x8" x!" ( 6061-T6) -1=,£....:.__-J-..:...· ~<t _ _J ---L------'L

FOOTING

PLAN VIEW

SCALE: 1"'=3'

NOTE: ALUMINUM COVER OVER

EXPOSED BASE PLATE

CONNECTION

"1

FULL LENGTH

OUTSIDE FINS

3/8" THICK

ALUMINUM (TYP)

PAVEMENT

REPAIR DETAIL

SCALE: NTS

2.5" TOP COURSE

1.5" BINDER COURSE

6" SUB-BASE

COMPACTED RCA

HSS 6"x6"xf' (6061-T6)

"1

FULL LENGTI-1

14"x14"X1"

J~~~:;--- ALUMINUM BASE PLATE

r" (6061-T6)

FOOTING

COLUMN DETAIL

SCALE: 1 "=3'

1" NON SHRINK SKIRT GROUT

(4),1'' ASTM F1554 Gr.55 ANCHORE RODS 18" LONG Will-I 12" MIN EMBEDMENT, HEAVY HEX NUTS AND PLATE WSHERS 1o·x10" BOLT PATTERN

2" MIN FROM EDGE (ALLOW 2" TO 3" PROJECTION

ABOVE CONCRETE FOR LEVELING NUT, WASHER,

PLATE AND TOP)

CONCRETE COLUMN

(SEE REBAR DETAIL)

NOTE: PROVIDE NON-CONDUCTIVE

ISOLATION WASHERS AND SLEEVES OR APPROVED

ANTI-GALVANIC COMPOUND BETWEEN STAINLESS

STEEL HARDWARE AND ALUMINUM COMPONENTS

SLOPE DOWN

TO NEXT LEVEL

1 o·

SLOPE DOWN

TO NEXT LEVEL

PLAN VIEW

CONCRETE ABUTMENT

SCALE: NTS

I 1.0'

WIDTH

18"x24"x1"

ALUMINUM PLATE

OF BRIDGE

1.0'

I

----..___ CONCRETE

ABUTMENT

( 4 )¾" ASTM F1 554

Gr.55 ANCHORE RODS

18" LONG WITH 12" MIN

EMBEDMENT, HEAVY HEX

NUTS AND PLATE WSHERS

No Desctiplon Date

REVISED 5-2~26

HSS 8"x8"xf (6061-T6)

HSS 8"x8"xf (6061-T6)

(2)14"x14"x

ALUMINUM BASE PLATE

(6061- T6)

14"x14"X1"

14"x14"X1"

06/2025 OPR 103

NYS Office of Parks, Recreation and Historic Preservation Long Island

REQUEST FOR INFORMATION (RFI)

OPR-103

Project: Carriage House Bridge Replacement

Contract Number: D006689

Request From: LoDuca

Reply Email Address: sheryl@loducagc.com

Email Request to: LIEngineeringContracts@parks.ny.gov

Request Number: 001 Date: 8/18/2026

Spec Section No.: Drawing No:

Remarks:

Question: Is an AIA Bid Bond Form Acceptable?

Answer: Yes