Church Corners Inn Abatement and Limited Interior Demolotion
| Agency: | Town of East Hartford |
|---|---|
| State: | Connecticut |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Sep 8, 2026 |
| Due Date: | Sep 14, 2026 |
| Solicitation No: | Bid No. 27-01 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Description
Church Corners Inn Abatement and Limited Interior Demolotion
Attachment Preview
| # | Question | DIV | Response |
|---|---|---|---|
| 1 | 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. | |
| 2 | 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. | |
| 3 | 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. | |
| 4 | 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. |
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
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
Water, power utilities provided or not? 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
1 applicable.
6' high chain link temporary fencing with blue
scrim is to be provided around the entire
site by the contractor. Contractor is responsible
What site security is expected? Temporary or
for securing the building and the
permanent fencing?
provision of site access. Contractor shall submit
a logistics plan based on the survey
2 included in this addendum.
Tighe & Bond Response: We have included part-
time monitoring in our proposal. This
Tighe and Bond providing full-time or part-time could change depending on the contractor's
monitoring? schedule, i.e. if they need pre- or post-
abatement
3 visuals or air sampling every day.
Floor finish removal down to the subfloors is
Are the floors included? included throughout the building. Refer to
the Hazardous Materials Report and Reference
drawings to determine which floors
4 contain hazardous materials.
| 6 | Is the Roof included? | Not at this time. | |
|---|---|---|---|
| 7 | What is the Contract Time? | Approximately 3 months for Construction. |
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?
5 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
(cid:38)(cid:43)(cid:56)(cid:53)(cid:38)(cid:43)(cid:3)(cid:38)(cid:50)(cid:53)(cid:49)(cid:40)(cid:53)(cid:54)(cid:3)(cid:44)(cid:49)(cid:49) A P (cid:40)P(cid:59)E(cid:43)N(cid:44)D(cid:37)I(cid:44)X(cid:55) (cid:3)BB(cid:3)
(cid:36)(cid:69)(cid:68)(cid:87)(cid:72)(cid:80)(cid:72)(cid:81)(cid:87)(cid:3)(cid:9)(cid:3)(cid:47)(cid:76)(cid:80)(cid:76)(cid:87)(cid:72)(cid:71)(cid:3)(cid:44)(cid:81)(cid:87)(cid:72)(cid:85)(cid:76)(cid:82)(cid:85)(cid:3)(cid:39)(cid:72)(cid:80)(cid:82)(cid:79)(cid:76)(cid:87)(cid:76)(cid:82)(cid:81)(cid:3) (cid:40)(cid:59)(cid:44)(cid:54)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:58)(cid:36)(cid:55)(cid:40)(cid:53)(cid:3)(cid:54)(cid:40)(cid:53)(cid:57)(cid:44)(cid:38)(cid:40)
(cid:27)(cid:25)(cid:19)(cid:3)(cid:48)(cid:68)(cid:76)(cid:81)(cid:3)(cid:54)(cid:87)(cid:85)(cid:72)(cid:72)(cid:87)(cid:15)(cid:3)(cid:40)(cid:68)(cid:86)(cid:87)(cid:3)(cid:43)(cid:68)(cid:85)(cid:87)(cid:73)(cid:82)(cid:85)(cid:71)(cid:15)(cid:3)(cid:38)(cid:55)(cid:3)(cid:19)(cid:25)(cid:20)(cid:20)(cid:27)
Christopher Williams Architects, LLC (cid:3)(cid:3)(cid:3)(cid:3)(cid:3)(cid:3)(cid:36)(cid:39)(cid:39)(cid:40)(cid:49)(cid:39)(cid:56)(cid:48)(cid:3)(cid:6)(cid:20)(cid:3)
CWA Project no. 2(cid:24)(cid:19)(cid:27) (cid:36)(cid:88)(cid:74)(cid:88)(cid:86)(cid:87)(cid:3)(cid:20)(cid:27)(cid:15)(cid:3)(cid:21)(cid:19)(cid:21)(cid:25)(cid:3)
| STOP BARTR SINGLE WHITE LINESING DO LE U B W L H E IY TE EL LL IONWE LINE SINGLE WHITE LINESINGLE WHITE LINESTOP BAR LLAOTN::4712..7664920824999845 SITE DMH TF.=38.96 C 15" RCP =32.66 (S) O N 12" RCP =32.86 (W) N E C T (U I C MH PAVED S U TF= 39.73' R T T B SITE LOCATION MAP (NOT TO SCALE) E . L V T 4 D 4 ) . T 38.30' P G C AD T 38.94' R TF= 39.39' W 5" 1 INV.=35.69 N S NG BRUC BUTTON AI 39 S 39 E AI BOX S M G S M W P ELEC. .CNOC G A T APPROX MH G A R C EQUIPMENT MAP NOTES: WG E M 6" G (P T AVED OVER) 6" 2 " 38.51' R TR 1 A 1. THIS MAP AND SURVEY HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS CONC. CURB 38.25' G G B T P LOCUST O F C O N N E C T IC U T S T A T E A G E N C IE S S E C T I O N S 2 0 -3 0 0 b -1 T H R O U G H 2 0 -300b-20 AND W G T O COURT "T H E M IN I M U M S T A N D A R D S F O R S U R V E Y S A N D M A P S IN T H E S T A T E O F 39.45' T S 3 8 . 6 1 ' B C . = 3 9 . 2 2 ' 40 40.15' CONNECTICUT" ADOPTED JUNE 21, 1996; AMENDED OCTOBER 26, 2018. 'C' CB S S T T B T C C . . = = 3 3 8 8 . . 4 5 1 8 ' T 3 9 T 39.41' T C . = 3 9 . 7 1 T BUTTON TF= 38.86' BOX 'C' CB INV.=35.56 W G 4" GAS G38.5' E T L O . P = 4 O 2 F . 5 LANDING CONC. STEPS & 2. H TH ER E E T O Y N P E A R O E F I S N U A R C V C E O Y R P D E A R N F C O E R M W E IT D H A T N H D E T R H E E Q M U A IR P E P M E E D N F T E S A O TU F R A ES DEPICTED 1.9' G LANDING 4 TF= 37.97' CONC. CURB METAL 15" RCP =35.87 GV CONC. WALK GUARD RAIL 0 BOUNDARY/TOPOGRAPHIC SURVEY. BC.=38.03' 39.4' TC.=38.46 S 86 degrees01'34" E 39 . 68 ' G T METAL E 39 39.1' 39.3' 125 . 0 7 ' K 39.6' L A S W FENCE 21.8' 40 3. TH E B O U N D A R Y D E T ERMINATION/OPINION IS BASED UPON A RESURVEY OF MAP W R CONC. RAMP E R E FE R E N C E S B & C . C. V N S 44.6' N O A P M AI Y) S 42.9' 4 C R R STOP W 0 4. T H E H O R IZ O N T A L B A S EL I N E C O N F OR M S T O A C L A S S A - 2 A C C U R A CY. T E T A BAR 39.49 T H E VE R T IC A L B A S E L IN E C O N F O R M S T O A C L A S S V -2 A C C U R A C Y . B A NI T R U C E T NI A R G F.F.E.=42.32' M E T A L F E N C E BRUC .CNOC B U R W C G C. N O C TNEMEVAP S R E V A P PAVERS DI N G N A L C. GNIKRAP.TIB A S M AI N N G L E G W HI T T E LI N E 38 . 4 G 0 W L E' 1 W 4" H W I T E LI N E S S 8" TI L E ( S A I 3 9 N S T R S 3 9 E R T E E . 5 ) N G L E W H B I T C E . L = I N F M E 3 E 7 E . N 9 T 5 C A ' E L E W 1 0" W A T E R M AI N W G 1 1 7 . 0 0 3 ' 9.43 P A V E R S 39.2 9 8 ' . 2' 0 .3 3 4. ' 0' M E T A L S T A I R C A S E 40 4 0 . E T 1 L O 0 . ' P = 4 O 1 F BI T . . D RI 8 V E S W A Y TEP 39.89' 39.94 S 0 4 degrees ' 3 2 ' 4 6 " E 39.72' TO W # N 3 O L F O E C A U N S S / F T T H C A O R U T R T F O RD 5. N B C C O T T H H A O O O B S E E S R O O E E T R R T N ) R H O , D D O V H P I I R A N N A A O M T A A T V H G E T T I I O N R R E E A N G A S I R S C S P R Y A T A H M O H S N N I T C E D A W V E D F F E E M A E O E L R N E A L N O T D L V T I . N C A O U A B . A J W T R D E U L I A E . O I N N D 1 R S N E 9 G A I C S N 8 T 9 V 3 O G U W , A ( N 2 S M 2 E L 0 F 0 A U R 2 O O 1 R 5 E E 1 F R , E S ) D U M . 1 : B E 9 S T T A 8 T I H N O 8 S E E G E R ( A N E D M S A C L U I U V E N L P P A D V E E O S A D 8 R S N T 8 F I I ) O O T T R - R H U N O 2 E S S M R A I C T N A C R K O R G C T E N U N K G N R E B E G E T A A O P W C C S I S T D Y E O I . D C R 1 2 U K U B T P ( . O O S R T N A A T N T H E G E E S R E V .TIB N O C 6" G SI S I N LI N E M A E ( U 3 S 8 I . 5 0 ' T C . = 3 8 . 4 6 E # 8 6 4 0 S M T O A I R N Y S T 5. 1' (cid:56) O M L A U P M / E L O (cid:20) T 4 (cid:28) (cid:20) (cid:19) 3 P / A 3 (cid:41) 3 E (cid:20) A (cid:19)3 (cid:19) L A T I T U D E = N 4 1 degrees 4 0 ' 2 4 7 1 7 2 4 " A P G T O W LI N E 6 " B RI C K B U I L D IN G 1 L O N G I T U D E = W - 7 2 degrees 4 2 ' 5 2 2 5 2 3 6 " AC PAVERS W L E 0 16.2' 3 9 . 9 0' E L L I P S O I D H E I G H T = 4 1 . 7 4 9 M S S D O U B L E Y E L SI N G L E W HI T W N 2 5 degrees 4 8 ' 3 9 6.8 1 ' 1. 9' 39.75' 39. 84 F ' . E. = 4 3 1 9 . . 3 9 8 4 ' ' B IT. PAVEME 3 N 9. T 83' 9 5 . 6 9 39.41' 6. U N E V N O I D T D E E E D R N G C H R E E O R W U E H N O I D N LE U H C T A O I V L N E I T D I B E U E S C E , T N S I N T C R G O U M T C H P T E I U L F E R I D E E , S L I D N A N S P U D A R R F V T A E C F Y R I L , O I R T M E Y C O L O O B R C S D E A R T M I V O A A N P B P S L I E N D G E S P U S I R C U F T P A E P C D L E I E A D ND F.F.E.=42.31' K 3 8 .5' 39.33 S E C O N C . S T E PS & ' B Y T H E R E S P E C T I V E C O M P A N I E S O R G O V E R N M E N T A L A G E N C I E S , A N D F R O M B R U 3 " C PINE E T A L SHRUB C A LANDING OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN 3 8 38.70' E O N C. W 38.3' 18.8' 3. 1' S T A I R 39.5 5 ' 39.56' 39.46' 39 N E C X A O I T N S U T T R R E E N A . C C A T E D O W D R I H T S I I C O A H R N E A IS L R L U E Y N Q , K O U N T IR O H E W E D R N T S T O U O C C M O H A N F R T E T A A I C N T T U S R C U E A R S L V L E M -B Y A E I Y N F G E O X R A I E S S - S T Y O O O C N U I A - T D T H I E G E S A S , T L IT L E C , . . T A H L E L NI A R CONC. C 3 A L T O P OF STEP 28.9' E T EL.=41.2 1 - 8 00 - 9 22 - 4 4 5 5 FOR LOCATION AND OR STAKEOUT OF ANY UTILITY PRIOR TO ANY G MS W ALK W M 39.43' E X C A V A T I O N . FOUND 3 8.6 ' 3 9 . 4 0 55.96' 3 8 9 ' 4 8. 4' F.E.=4 1 . 8 5 ' CHAIN LINK FENCE M E T A L F E N C E CONC. WALK H.H. 38.2' N 8 5 degrees59' 3 2 8. 4 8' " W 38 E .9 ' 4. 128. 5 8 ' 39.26' 3 9 . 3 3 ' S 79 degrees25'24" W 3 9 ENCLOSED CONC. 3 8 3 8 E N C 3 9 DUMPSTER PAD F WITH CHAIN LINK FENCE K N LI N AI #846 MAIN ST MAP REFERENCES: H C N/F U S A POST OFFICE A. "PROPERTY OF THE UNITED STATES OF AMERICA #850 MAIN ST. EAST HARTFORD (cid:56)OLUME (cid:19)(cid:19)4 PA(cid:41)E (cid:23)(cid:25)3 CONNECTICUT SCALE 1"=20' JAN. 1962, JOHNAN H. MILLER". #846 MAIN ST MAP/LOT(cid:28) (cid:19)3/334 1 STORY B. "PROPERTY OF DR. JAMES L. CORTHOUTS 860 MAIN STREET & CHURCH CORNERS BRICK BUILDING 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." SCALE:1"=20' TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. S U B J E C T P A R C E L XXXXX S.F. 70147 DEAN MARTIN LICENSE NO. 0.378 ACRES VOL. 4156 PG. 030 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. | STOP BARTR SINGLE WHITE LINESING DO LE U B W L H E IY TE EL LL IONWE LINE SINGLE WHITE LINESINGLE WHITE LINESTOP BAR LLAOTN::4712..7664920824999845 SITE |
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| LEGEND: IRON PIN (FOUND) SIGN POST Rebar/Drill Hole (To Be Set) LIGHT POLE MONUMENT (FOUND) GUY ANCHOR MANHOLE UTILITY POLE WG DRAINAGE MANHOLE WATER GATE WM SANITARY MANHOLE WATER METER GV ELEC. MANHOLE GAS VALVE TELE. MANHOLE GM GAS METER "C" CATCH BASIN TRANSFORMER EM "C-L" CATCH BASIN ELEC. METER DECIDUOUS TREES MAIL BOX EVERGREEN TREES HAND HOLE SHRUB/BUSH BUTTON BOX A FLAG POLE C A.C. UNIT CBX TRAFFIC CONTROL TRAFFIC LIGHT BOX POLE BOUNDARY LINE GUARD RAIL UNDERGROUND PIPING (San.,Stm.) G U/G GAS LINE E U/G ELEC. LINE W WATER LINE \\ OVERHEAD UTILITIES T U/G TELE. LINE CHAIN LINK FENCE TREE LINE |
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| 201 CHRISTIAN LANE BERLIN, CT 06037 860-832-9328 WWW. MARTINSURVEY.COM |
| REVISIONS: |
| YEVRUS A-333 TUCITCENNOC DROFTRAH & CIHPARGOPOT 333/31 TEERTS FO TOL/PAM TSAE DNAL ,DROFTRAH NIAM FO & 068 ROSSESSA YRADNUOB NWOT TSAE |
| MSA PROJECT NO: 25-059 |
| SCALE: 1"=20' |
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| DATE: 06-12-2023 |
| DRAWN BY: K.R. |
|---|
| CHECKED BY: D.M. |
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AC
F.F.E.=42.31'
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201 CHRISTIAN LANE BERLIN, CT 06037
A L SHRUB C A LANDING OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN 860-832-9328 3 8 38.70' E
C
O N C. W 38.3' 18.8'
3
3. 1'
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3 8
H.H. 38.2' N
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'
degrees59' 3 2 8. 4 8' " W 38 E .9 ' 4.
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ENCLOSED CONC. 3 8 3 8 E N C 3 9 DUMPSTER PAD
F WITH CHAIN LINK FENCE
K
N
LI
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AI #846 MAIN ST
H
C N/F
U S A POST OFFICE
(cid:56)OLUME (cid:19)(cid:19)4 PA(cid:41)E (cid:23)(cid:25)3
#846 MAIN ST MAP/LOT(cid:28) (cid:19)3/334
1 STORY
BRICK BUILDING
MSA PROJECT NO:
SCALE: DRAWN BY:
DATE: CHECKED BY:
SHEET:
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY
CORRECT AS NOTED HEREON.
70147
DEAN MARTIN LICENSE NO.
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.
YEVRUS
CIHPARGOPOT
&
YRADNUOB
FO
DNAL
DROFTRAH
TSAE
FO
NWOT
A-333
&
333/31
TOL/PAM
ROSSESSA
TEERTS
NIAM
068
TUCITCENNOC
,DROFTRAH
TSAE
SITE
SITE LOCATION MAP (NOT TO SCALE)
25-059
SCALE:1"=20'
1"=20' K.R.
06-12-2023 D.M.
1 OF 1
S U B J E C T P A R C E L
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
XXXXX S.F.
0.378 ACRES
VOL. 4156 PG. 030
See Also
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State Government of Connecticut
Due by 9/25/2026