Addendum_1_23-121 Fargo Road Water Tank

FIC TEEN ROPEFERRY ROAD WATERFORD, CT 06385-2886
ADDENDUM #1
Notice to Bidders
Bid#23-121 Fargo Road Water Tank Recoating and Improvements
May 12, 2023
The purpose of this addendum is to provide information to Bidders.
Bidders are advised as follows:
The Mandatory pre-bid meeting to be held on Wednesday May 17, 2023 at 10 am will
no longer be Mandatory. However, all bidders are highly recommended to attend, as
this will be the only time the tank will be accessible to bidders.
On page 11 (see attached), the updated time for completion is now 365 calendar days from
notice of award.
e Please review a more clear copy of the Drawings & Plans attached.
Feel free to contact me should you require any additional information.
Brandishea Moses
Purchasing Agent
Town of Waterford

15:
executed duplicate of the CONTRACT. Should the OWNER not execute the
CONTRACT within such period, the BIDDER may by written notice withdraw his
signed CONTRACT. Such notice of withdrawal shall be effective upon receipt of
the notice by the OWNER.
The Notice to Proceed shall be issued within ten (10) days of the execution of the
CONTRACT by the OWNER. Should there be reasons why the Notice to Proceed
cannot be issued within such period, the time may be extended by mutual
agreement between the OWNER and the CONTRACTOR. If the Notice to Proceed
has not been issued within the ten (10) day period or within the period mutually
agreed upon, the CONTRACTOR may terminate the CONTRACT, whereupon it
shall become null and void and all rights and obligations created thereunder shall
be extinguished.
Time of Completion and Liquidated Damages
BIDDER must agree to commence work on or before a date to be specified in a
written Notice to Proceed from the OWNER and to fully complete the project within
120 consecutive calendar day there, Bide must agree also to pay as
liquidated damages, the sum of $1,000 for each consecutive calendar day
thereafter as hereinafter provided in the GENERAL CONDITIONS.
It is hereby understood and mutually agreed, by and between the CONTRACTOR
and the OWNER, that the date of beginning and the time for completion during the
working hours as specified in the General Conditions of the work to be done
hereunder are essential conditions of this CONTRACT; and it is further mutually
understood and agreed that the work embraced in this CONTRACT shall be
commenced on a date to be specified in the "Notice to Proceed”.
The CONTRACTOR agrees that said work shall be prosecuted regularly, diligently,
and uninterruptedly at such rate of progress as will insure full completion thereof
within the time specified. It is expressly understood and agreed, by and between
the CONTRACTOR and the OWNER, that the time for the completion of the work
described herein is a reasonable time for the completion of same, taking into
consideration the average climatic range and usual industrial conditions prevailing
in this locality.
If the said CONTRACTOR shall neglect, fail or refuse to complete the work within
the time herein specified, or any proper extensions thereof granted by the OWNER,
then the CONTRACTOR does hereby agree, as a part consideration for the
awarding of this CONTRACT, to pay to the OWNER the amount specified in the
Information for Bidders, not as a penalty but as liquidated damages for such breach
of CONTRACT as hereinafter set forth, for each and every calendar
-11-

DESCRIPTION
BY
CHK.
DATE
DRAWING ISSUE STATUS
REV.
HALEY
WARD
ENGINEERING
ENVIRONMENTAL
SURVEYING
WWW.HALEYWARD.COM
2210 Main St.
Glastonbury, Connecticut 06033
860.659.3100
1
2
3
4
5
6
7
1
2
3
4
5
6
7
PROJECT
TITLE
DATE
SCALE
DRAWN BY
DESIGNED BY
CHECKED BY
PROJECT No.
DRAWING No.
REV.
A
B
C
D
A
B
C
D
FILE LOCATION: K:\21-365 WATERFORD TANK\PRODUCTION DRAWINGS\TANK.DWG, 2023.02.20, 12:44 PM
CONTRACT No.
140 Willow  St. # 8
Winsted, Connecticut 06098
860.909.1031
15 M id State Dr ive, Suite 206
Aubur n, M assachusetts 01501
508.721.7600
FARGO TANK
WATERFORD, CONNECTICUT
PROPOSED IMPROVEMENTS
2/16/2023
NOT TO SCALE
JED
JEE
JEE
21-365
W1
CONTRACT NO.
EXISTING SPHEROID PROFILE
NOT TO SCALE
EXISTING SPHEROID TOP VIEW
NOT TO SCALE
EXISTING ROOF VENT MODIFICATIONS
NOT TO SCALE
PROPOSED 36" ROOF FINIAL (VENT)
NOT TO SCALE
ROOFTOP CIRCUMFERENTIAL HANDRAIL
NOT TO SCALE

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4,SEE GENERAL PLAN FOR NUMBER OF STIFFENERS &
SHAFT STD.FOR LOCATION.
Chicago Bridge & Iron Corpary
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¢ 2-5 BARS 5-6
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(a'-S ws. LAP -ToP BARS)
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Pm socerts ounce Frou PacvOUS SUE
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ANCHOR BOLTS
EQUALLY SPACED AS
SHOWN. ( EXCEPT @ O° €)
TOP OF RIKGWALL
PE)
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LG.N EA.FACE (10° PIPED
LUG INEA FACE (16 FIPE)
CALCULATED FOUNDATION QUANTITE: TOLERANCES TABLE OF LOADS. Chicago Bridge & Iron Company
lege) ew CONCRETE [REW'F, STEEL || TOP OF ANGWALL TO BE TROWELLED LEVEL ‘HD TO BE WTHN + OR - 4° OF THE THEORETICAL ELEVATION. ua OT et ose a
ii——— aie ANCHOR BOLTS TO BE WITHN 4° OF THEORETICAL POSITION. TO BE PLUM WITHIN 4112, AND WITH WATER 6445.80 |e Hears
VN [nD a ett 53 PROJECTION ABOVE THE TOP OF RNGWALL WITHN + OR - J* OF THE SPECFED HEIGHT, rar 547.17 } 150 Se SPHEROD
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Dine. ot 9° = SEE SPECIFICATIONS BY CUSTOMER & CBI
Tot » 199.5 0,642 " ALL CONCRETE TO KAVE 3000 F.S.1. COMP. SiRENGTH IN 26 DAYS. REBFORCNG STEEL TO HAVE TOTAL_W/0_WIND T22G.00 Si}
ies = a 7 a A ; MINIMUM YELD STRENGTH OF GO.COOP.S.1, AND CONFORM TQ ASTM A615 ISI) GR.GO. wo [stitec | oxo [se
ou a IKIMATE.. FUNDA TION “ALL MATERIAL UNLESS CTHERWISE NOTED TO BE FURNISHED AND fISTALLED BY FOUNDATION CONTRACTOR. Drenimwe KENT | 92535]41930 | 201
CONTRACT SMA ON TS STIG ANCHOR BOLTS ARE FURWISHED BT C.B.1. PRE COVER + 4-6 Mev, TO: PRESSIRE Tey 638 0620
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