Addendum #3 - 3/18/14

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WESLEYAN
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Facilities
170 Long Lan e
M i d d l e t o wn , C o n n e c t i c u t 0 6 4 5 7
(860) 685-3476 FAX (860) 685-3101
Date:
March 18, 2014
To:
Bidders of Record
Project:
Bid Packages 12, 13, 13A, 15, 17, 18, 19, 20
Annual Major Maintenance FY 15
SPECIAL NOTE: Addendum #3 information shall supersede the information contained in the
Contract Documents
This Addendum forms a part of the Contract Documents and modifies the original Bidding
Documents dated January 4, 2014, January 20, 2014, and all prior addenda and clarifications.
Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may
subject the Bidder to disqualification.
BID PACKAGE #15: 252 Church St. – Olin Library West Entry Door Replacement
Scope of Work (Reference MMFY15 Project Manual for all general project requirements)
(See photo sheets for scope location clarifications)
DOOR ‘A’
• Contractor shall remove and discard door leaf, hinges, closer and threshold. Salvage
“Deliveries Only” sign for reinstallation.
• Contractor shall salvage lockset and core – return to Owner.
• Contractor shall repair lower section of rusted HM frames (both sides). Grind out all rusted
and deteriorated frame areas. Refasten and anchor base pf strike side jamb to prevent future
movement. Repair base of frame with Bondo or equivalent repair material.
• Contractor shall install a new FRP door, threshold and associated hardware as identified.
Prep existing frame to install new FRP door to replace the existing HM door. Prior to
ordering door, contractor shall field measure frame opening and all hardware prep
requirements. Submit shop drawings for final review and approval. Note: Hardware shall be
fastened with thru-bolts as specified.
• Contractor shall field measure the existing frame opening and hold the tightest dimension at
the base of the frame. New door shall be sized based on using this dimension and adequate
clearance shall be provided to account for the continuous hinge and operating clearance at the
strike side of the jamb.
• Contractor shall prep and level concrete floor to accept new threshold. Repair / replace exist
interior VCT floor at threshold. Match existing VCT as required.
• Prep, prime and paint interior and exterior of new FRP door. Prep, prime & paint HM
frames, including exterior dividing panel between both doors. Paint shall match existing
colors.
• Contractor shall schedule door installation with Owner. Delivery access must be maintained
at all times.
• Door removal and installation of new door must occur within the same day.
• Upon completion of the new door installation, ensure proper function and clearance space
between new door and existing frame..
• Products (Reference MMFY15 Project Manual for all general project requirements)
Major Maintenance FY2014/2015
Project Number 2015000000
ADDENDUM # 3- 1
3/18/2014
•
Contractor shall field measure, coordinate, furnish and install the following. Verify all field
dimensions for proper ordering.
DOOR ‘B’
• Contractor shall remove and discard door leaf, hinges and threshold. Salvage “Fire Panel”
sign for reinstallation.
• Contractor shall maintain and protect existing automatic door closer, electric latch and card
reader system.
• Contractor shall re-install activated electric latch, latch sensor and wiring. Coordinate with
ISG (Integrated Security Group), Mike Veronese, 888-474-3672, and new hardware to
ensure compatibility and proper installation.
• Contractor shall salvage lockset and core – return to Owner.
• Contractor shall repair lower section of rusted HM frames (both sides). Grind out all rusted
and deteriorated frame areas. Refasten and anchor base pf strike side jamb to prevent future
movement. Repair base of frame with Bondo or equivalent repair material.
• Contractor shall install a new FRP door, threshold and associated hardware as identified.
Prep existing frame to install new FRP door to replace the existing HM door. Prior to
ordering door, contractor shall field measure frame opening and all hardware prep
requirements. Note: Hardware shall be fastened with thru-bolts as specified.
• Contractor shall field measure the existing frame opening and hold the tightest dimension at
the base of the frame. New door shall be sized based on using this dimension and adequate
clearance shall be provided to account for the continuous hinge and operating clearance at the
strike side of the jamb. Submit shop drawings for review & approval.
• Contractor shall prep and level concrete floor to accept new threshold. Repair / replace exist
interior VCT floor at threshold. Match existing VCT as required.
• Prep, prime and paint interior and exterior of new FRP door. Prep, prime & paint HM
frames, including exterior dividing panel between both doors. Paint shall match existing
colors.
• Contractor shall schedule door installation with Owner. Egress must be maintained at all
times.
• Door removal and installation of new door must occur within the same day.
• Upon completion of the new door installation, ensure proper function and clearance space
between new door and existing frame..
Contractor shall field measure, coordinate, furnish and install the following. Verify all field
dimensions for proper ordering.
DOOR ‘A’
1. DOORS: 1 ¾” thick FRP door with insulated core (field verify existing door thickness):
• Corrim - Special Lite
• Commercial Door Systems; or
• Approved Equal
2. HINGES: Heavy Duty Continuous MCK 25HD –
3. EXIT DEVICE: Sarg 16-8804-J-ETL704-US4-LHRB-less cylinders - TB
4. CLOSER: NOR CLP7500R – TB – 696
NOTE: Due to existing mounting holes on header stop. A steel plate (approx.) 2 ½”(w) x 8” (L) x
1/8” (d) – may be needed to cover existing holes and mount new parallel door closer.
5. THRESHOLD: PEM 2286A (or as is needed)
6. DOOR BOTTOM:PEM 345AV
Major Maintenance FY2014/2015
Project Number 2015000000
ADDENDUM # 3- 2
3/18/2014
7. PERIMETER WEATHERSTRIPPING: PEM Set 2892GV x 2893GV
8. CORES: (2 ea.) CorbRus 1080-114-A02-606--N25 o-bit –
9. Provide Frame Hinge Fillers
10. Provide Strike Frame Filler
DOOR ‘B’
1. DOORS: 1 ¾” thick FRP door with insulated core (field verify existing door thickness):
• Corrim - Special Lite
• Commercial Door Systems; or
• Approved Equal
2. HINGES: Heavy Duty Continuous MCK 25HD - G
3. EXIT DEVICE: Sarg 16-8904-J-ETL704-US4-RHRB-less cylinders – TB (Field measure and
prep new door to align with existing strike).
4. CLOSER: Re-install existing – provide ¼ - 20 thru bolts
5. THRESHOLD:PEM 2286A (or as is needed)
6. DOOR BOTTOM:PEM 345AV
7. PERIMETER WEATHERSTRIPPING:PEM Set 2892GV x 2893GV
8. CORES: (2 ea.) CorbRus 1080-114-A02-606--N25 o-bit9. Provide Hinge Frame Fillers
BID PACKAGE #18: 221 High St. - Memorial Chapel; Window Repairs / Exterior Painting
 As Built drawings were reviewed. Construction of the below grade roof top to the south of
Memorial Chapel is 10” thick concrete with a row of #7 rebar at 8” on center and a row of #8
rebar at 8” on center. An articulating 80’ JLG has been used on the site.
Major Maintenance FY2014/2015
Project Number 2015000000
ADDENDUM # 3- 3
3/18/2014
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