_Addendum 1 - Church Corners.pdf
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- Solicitation number
- Bid No 27-01
- Issued by
- Hartford County, Connecticut
About this file
This is Addendum 1 to the bid documents for the Town of East Hartford's Church Corners Inn Abatement and Limited Interior Demolition project (Bid No. 27-01), issued on August 18, 2026. The addendum clarifies critical scope details and contractor responsibilities for the selective interior demolition and hazardous materials abatement work at 860 Main Street. Key revisions address utility infrastructure, site security requirements, monitoring protocols, floor finish removal scope, and contract timeline. The contractor is responsible for connecting to existing water service and providing temporary power through either connection to the power company or generator rental, including all associated fees and monthly costs. Site security requires the contractor to provide 6-foot-high chain link temporary fencing with blue scrim around the entire site and submit a logistics plan based on the included boundary and topographic survey. Tighe & Bond will provide part-time monitoring, adjustable based on the contractor's schedule and abatement requirements. Floor finish removal is included down to subfloors throughout the building, with scope determined by the Hazardous Materials Report and reference drawings. Roof work is excluded from this project phase. The construction timeline is approximately three months. The addendum incorporates two new appendices: photographs of the water meter and supply location and a boundary and topographic survey dated June 12, 2023, prepared by Martin Surveying Associates, LLC.
The survey documentation provides detailed site mapping including property boundaries, underground utilities, topographic features, and existing infrastructure. The site encompasses approximately 0.378 acres at the intersection of Main Street (US Route 5) and Connecticut Boulevard (US Route 44), with adjacent properties including the US Post Office and a four-story brick building at 860 Main Street. Underground utilities documented include water mains (10-inch and 14-inch), gas mains (4-inch and 6-inch), sanitary tile, and electrical and telecommunications lines. The survey was prepared pursuant to Connecticut State Agency regulations with Class A-2 horizontal accuracy, Class V-2 vertical accuracy, and Class T-2 topographic accuracy, based on RTK GPS observations from June 9, 2025. All contractors are required to contact Call-Before-You-Dig at 1-800-922-4455 prior to any excavation or utility work.
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Town of East Hartford
CHURCH CORNERS INN ABATEMENT AND LIMITED INTERIOR DEMOLITION
Bid No. 27-01
Issued AUGUST 18, 2026
The following summarizes revisions to the Bid Documents included in Addendum No. 1 for the
CHURCH CORNERS INN ABATEMENT AND LIMITED INTERIOR DEMOLITION (Bid No.
27-01).
# Question DIV Response
Water, power utilities provided or not?
Contractor shall be responsible for connecting to the existing water service and providing on site distribution. The existing water is to be utilized at the meter per the attached photographs. The existing distribution is not reliable and assumed to be in chronic disrepair.
It is up to the contractor to provide power from the power company or with a generator.
Contractor is responsible for connection fees, generator rental and fuel, temporary panels, distribution, and monthly costs as applicable.
What site security is expected? Temporary or permanent fencing?
6’ high chain link temporary fencing with blue scrim is to be provided around the entire site by the contractor. Contractor is responsible for securing the building and the provision of site access. Contractor shall submit a logistics plan based on the survey included in this addendum.
Tighe and Bond providing full-time or part-time monitoring?
Tighe & Bond Response: We have included part-time monitoring in our proposal. This could change depending on the contractor’s schedule, i.e. if they need pre- or post-abatement visuals or air sampling every day.
Are the floors included?
Floor finish removal down to the subfloors is included throughout the building. Refer to the Hazardous Materials Report and Reference drawings to determine which floors contain hazardous materials.
01 3233 Part 3 D 5, calls for photographing foundations and footings in place before removal. Are there plans to remove any foundations or footings?
No, strike this note as it does not apply.
6 Is the Roof included? Not at this time.
7 What is the Contract Time? Approximately 3 months for Construction.
ADD the following Appendix to the Project Manual:
1. Appendix B: Photographs of Water Meter/Supply
2. Appendix C: Boundary & Topographic Survey dated 6/12/2023
B
Christopher Williams Architects, LLC CWA Project no. 2
APPENDIX B
CHAIN LINK FENCE
G R
AN
IT
E C
U R
B
G R
AN
IT
E C
U R
B
MS
FOUND
3 "
PINE
CA
F.F.E.=42.31'
F.F.E.=42.32'
METAL FENCE
M E
TA
L FE
N C
E
C O
N C
. C U
R B
C O
N C
. C U
R B
CONC. CURB
METAL
GUARD RAIL
MH PAVED
TF= 39.73'
GV
W G
WG
'C' CB
TF= 38.86'
INV.=35.56'C' CB
TF= 37.97'
15" RCP =35.87
EM
BUTTON
BOX
AD
TF= 39.39'
INV.=35.69
CONC. CURB
PA
VE
R S
C O
N C
. W
AL
K
C O
N C
. C U
R B
CONC. WALK
CONC. RAMP
B
IT
. P A
V E
M E
N T
C O
N C
. L
AN
D
IN
G
PA
VE
R
S
BUTTON
BOX
PA
VE
R S
PAVERS
PAVERS
CONC. WALK
CONC. WALK
B
IT
.P A
R K
IN
G
#860 MAIN ST
4 STORY
BRICK BUILDING
LOCUST COURT
#3 LOCUST COURT
N/F
TOWN OF EAST HARTFORD
8OLUME �4� PA)E �3�
MAP/LOT� �3/33�A
M A
IN
S
T R
E E
T
(U S R
T E
B
IT
. D R
IV
E
W A
Y
#846 MAIN ST
N/F
U S A POST OFFICE
8OLUME ��4 PA)E ��3
MAP/LOT� �3/334
CONNECTICUT BLVD.
(US RTE. 44)
ENCLOSED CONC.
DUMPSTER PAD
WITH CHAIN LINK FENCE
BIT. PAVEMENT
CONC. STEPS &
LANDING
M
ET
A L
S
TA
IR
C A S E
M
ET
A L
S
TA
IR
C A S E
ELEC.
EQUIPMENT
SHRUB
.1
6.8'
.9
16.2'
.1
0.3'
.0
42.9'
21.8'
.2
28.9'
48.4'
39.26'
39.33'
39.56'39.55'
39.84' 39.94' 39.83'
39.89'
39.68'
39.41'
39.94'
39.90'
39.46'
39.43'
38.61'
38.51'
38.70'
39.45'
38.25'
38.30'
38.94'
38.50'
38.40'
40.15'
39.72'
39.41'
38.9'
38.3'
38.6'
38.2'
38.8'
38.5'
39.2'
38.5'
39.4'
CH
AI
N
LI
NK
F
EN
CE
#846 MAIN ST
1 STORY
BRICK BUILDING
39.1' 39.3' 39.6'
METAL
FENCE
METAL
FENCE
G
G
G
G
G
G G
G
G
G
G
6" G
AS
M
AI
N
4" GAS
6" G
AS
M
AI
N
SS
SS
SS
SS
SS
8" T
IL
E
(S
AN
IT
AR
Y)
G
G
W
W
W
W
W
W
W
W
W
W
W
" W
AT
ER
M
AI
N
" W
AT
ER
M
AI
N
T
T
T
T
T
6" G
AS
M
AI
N
T T
T
T
T
T
T T
T T
E
E
E
E
E
S 86°01'34" E 125.07'
S
°3
'4
" E 9
.6
S 79°25'24" W 55.96'
N 85°59'24" W 128.58'
N
5°
'0 6"
E
.0
0'
C O
N C
. W
AL
K
18.8'
4.
9'
44.6'
CONC. STEPS &
LANDING
39.49
PA
VE
R S
39.43
39.33
39.40
F.E.=41.85'
F.E.=41.38'39.75'
40.10'
TOP OF STEP
EL.=41.8
TOP OF STEP
EL.=41.2
TOP OF LANDING
EL.=42.5
1.9'
APPROX MH
(PAVED OVER)
WG
H.H.
TR
D O
U
BL
E
YE
LL
O
W L
IN
ESI
N
G
LE
W H
IT
E
LI
N
E
SI
N
G
LE
W H
IT
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LI
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SI
N
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W H
IT
E
LI
N
E
SI
N
G
LE
W H
IT
E
LI
N
E
STOP BAR
S
TO
P B
A R
BC.=37.95'
TC.=38.46
BC.=38.03'
TC.=38.46
BC.=38.41'
TC.=38.58
BC.=39.22'
TC.=39.71
R C
P
DMH
TF.=38.96
15" RCP =32.66 (S)
12" RCP =32.86 (W)
" R
C P
LAT:41.76902994
LON:72.64284985
TR
D O
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BL
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YE
LL
O
W L
IN
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SI
N
G
LE
W H
IT
E
LI
N
E
SI
N
G
LE
W H
IT
E
LI
N
E
SI
N
G
LE
W H
IT
E
LI
N
E
SI
N
G
LE
W H
IT
E
LI
N
E
STOP BAR
S
TO
P B
A R
70147
THIS DOCUMENT AND COPIES THEREOF ARE VALID ONLY IF THEY BEAR THE SIGNATURE
AND EMBOSSED SEAL OF THE DESIGNATED LICENSED PROFESSIONAL. UNAUTHORIZED
ALTERATIONS TO THIS PLAN RENDER THE DECLARATION HEREON NULL AND VOID.
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
DEAN MARTIN LICENSE NO.
MAP NOTES:
1. THIS MAP AND SURVEY HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS
OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND
"THE MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" ADOPTED JUNE 21, 1996; AMENDED OCTOBER 26, 2018.
2. THE TYPE OF SURVEY PERFORMED AND THE MAPPED FEATURES DEPICTED
HEREON ARE IN ACCORDANCE WITH THE REQUIREMENTS OF A
BOUNDARY/TOPOGRAPHIC SURVEY.
3. THE BOUNDARY DETERMINATION/OPINION IS BASED UPON A RESURVEY OF MAP
REFERENCES B & C.
4. THE HORIZONTAL BASELINE CONFORMS TO A CLASS A-2 ACCURACY.
THE VERTICAL BASELINE CONFORMS TO A CLASS V-2 ACCURACY.
THE TOPOGRAPHIC FEATURES CONFORM TO A CLASS T-2 ACCURACY.
5. THE NORTH ARROW AND BEARINGS ARE BASED UPON THE CONNECTICUT STATE
COORDINATE SYSTEM N.A.D. 1983 (2011). THE ELEVATIONS ARE BASED UPON THE
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) USING GEOID 12B.
COORDINATES AND ELEVATIONS WERE DETERMINED FROM RTK GPS
OBSERVATIONS MADE ON JUNE 9, 2025, USING SUPERIOR RTK NETWORK (ORANGE
BASE), HAVING THE FOLLOWING VALUES:
LATITUDE = N 41° 40' 2471724"
LONGITUDE= W -72° 42' 5225236"
ELLIPSOID HEIGHT = 41.749M
6. UNDERGROUND UTILITIES, STRUCTURES AND FACILITY LOCATIONS DEPICTED AND
NOTED HEREON HAVE BEEN COMPILED, IN PART FROM OBSERVABLE SURFACE
EVIDENCE WHILE CONDUCTING THE FIELD SURVEY, RECORD MAPPING SUPPLIED
BY THE RESPECTIVE COMPANIES OR GOVERNMENTAL AGENCIES, AND FROM
OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN
NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE
EXISTENCE WHICH IS UNKNOWN TO MARTIN SURVEYING ASSOCIATES, LLC.. ALL
CONTRACTORS ARE REQUIRED TO CONTACT CALL-BEFORE-YOU-DIG AT
1-800-922-4455 FOR LOCATION AND OR STAKEOUT OF ANY UTILITY PRIOR TO ANY
EXCAVATION.
DATE:
SCALE:
SHEET:
REVISIONS:
DRAWN BY:
"C-L" CATCH BASIN
MAIL BOX
MSA PROJECT NO:
GUY ANCHOR
GAS METER
CHECKED BY:
IRON PIN (FOUND)
MONUMENT (FOUND)
SIGN
MANHOLE
"C" CATCH BASIN
U/G ELEC. LINE
UTILITY POLE
CHAIN LINK FENCE
T
LEGEND:
POST
LIGHT POLE
WATER GATE
UNDERGROUND
OVERHEAD UTILITIES
EVERGREEN TREES
GAS VALVE
DECIDUOUS TREES
WG
TREE LINE
SHRUB/BUSH
E
W
PIPING (San.,Stm.)
WATER LINE
U/G TELE. LINE
G U/G GAS LINE
Rebar/Drill Hole (To Be Set)
201 CHRISTIAN LANE BERLIN, CT 06037
860-832-9328
CBX
C A
TRAFFIC CONTROL
HAND HOLE
BUTTON BOX
A.C. UNIT FLAG POLE
TRAFFIC LIGHT
POLE BOX
GUARD RAIL
BOUNDARY LINE
EM
WATER METER
GM
GV
WM
TRANSFORMER
ELEC. METER
DRAINAGE MANHOLE
SANITARY MANHOLE
ELEC. MANHOLE
TELE. MANHOLE
B O
U N
D A
R Y
T
O
PO
G R
A
PH
IC
S
U R
VE
Y
LA
N
D O
F
TO
W N
O F
EA
ST
H A
R
TF
O R
D
A
SS
ES
SO
R M
A P/
LO
T
/3
-A
M A
IN
S
TR
EE
T
EA
ST
H
A R
TF
O
R D
, C O
N N
EC
TI
C U
T
D.M.
K.R.
25-059
1"=20'
06-12-2023
SCALE:1"=20'
SITE LOCATION MAP (NOT TO SCALE)
SITE
SUBJECT PARCEL
XXXXX S.F. ±
0.378 ACRES ±
VOL. 4156 PG. 030
WWW. MARTINSURVEY.COM
MAP REFERENCES:
A. "PROPERTY OF THE UNITED STATES OF AMERICA #850 MAIN ST. EAST HARTFORD
CONNECTICUT SCALE 1"=20' JAN. 1962, JOHNAN H. MILLER".
B. "PROPERTY OF DR. JAMES L. CORTHOUTS 860 MAIN STREET & CHURCH CORNERS
EAST HARTFORD CONNECTICUT SCALE 1"= 20' SEPTEMBER 7, 1965, HANS S.
JENSEN REGISTERED LAND SURVEYOR."
C. "LAND LEASED FROM THE TOWN OF EAST HARTFORD HARTFORD EAST ELDERLY
APARTMENTS LIMITED PARTNERSHIP MAIN STREET AT LOCUST COURT EAST
HARTFORD, CONN. DATE 12-23-82, SCALE 1"=30', F A HESKETH & ASSOCIATES."
APPENDIX C
http://WWW.MartinSurvey.com
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_Short Version RFP_CHURCH CORNERS
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