RFP 8703 Addendum 2.pdf.crdownload

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Attached to
Elevator Projects at Driggs and Woodrow Wilson Elementary Schools
Solicitation number
ITB 8703- Wtby
Issued by
New Haven County, Waterbury City, Connecticut

About this file

This is Addendum No. 2 to RFP 8703 issued by the City of Waterbury, Connecticut, Office of the Director of Purchasing, dated March 24, 2026, for elevator construction projects at Griggs and Woodrow Wilson Elementary Schools. The addendum amends the original RFP documents and requires all proposers to acknowledge receipt of all addenda on the Addendum Acknowledgment Form to avoid disqualification. Key revisions include modifications to the Wilson school demolition plans (D1.1), specifically requiring infill at the existing opening where the new elevator shaft will be located. The addendum includes sign-in sheets from mandatory pre-bid walkthroughs held on March 9, 2026, and March 18, 2026. The original bid deadline was extended from March 25, 2026, to March 31, 2026, at 11:30 a.m., with no further extensions granted. Proposers submitted questions by March 12, 2026, with answers provided in this addendum addressing technical clarifications regarding building specifications, site conditions, insurance requirements, security systems, foundation details, and elevator access control specifications.

The addendum specifies that proposals exceeding $50,000 must include proposal security in the form of a certified check or bid bond equal to ten percent of the total proposal price. All provisions of the original RFP documents remain in full force and effect except as amended by this addendum. Key information clarifications include confirmation that the buildings have two floors above grade and one below grade; the nearest fire department is 0.8 miles away (paid department) with a fire hydrant located 300 feet away at Pine Street and Woodlawn; the existing building construction type is assumed to be 2B; the monitoring system is wired rather than wireless; there is no 24/7 security guard; limited sprinkler systems exist; and any tariff increases must be addressed through change orders requiring city approval. The geotechnical report referenced in specifications was performed by Freeman Co., and all elevations and existing conditions must be field verified by the contractor.

Text of this file

CONNECTICUT

ADDENDUM #2

March 24, 2026

RFP 8703 Elevator Projects at Griggs and Woodrow Wilson Elementary Schools

Please Be Advised:

1. All Proposers are hereby notified that this Addendum No. 2 shall be part of the Contract Documents for the above referenced RFP #8704.

2. This Addendum amends or supplements the RFP Documents. All provisions which are not so amended or supplemented remain in full force and effect.

3. Each Proposer shall be responsible for determining that it has received all Addenda issued and shall acknowledge receipt of all Addenda on the Addendum Acknowledgment Form (see Attachment C). Failure to do so may subject the Proposer to disqualification.

The Contract Documents are hereby amended as follows:

Revisions to Drawings:

1) Wilson: D1.1 Demolition Plans

a. Provide infill at existing opening where new elevator shaft will be located.

Attachments:

Description Pages Wilson: D1.1 Demolition Plans 1 Mandatory meeting sign-in sheet 3/9/2026 2 Mandatory meeting sign-in sheet 3/18/2026 2

Please refer to the questions and answers below.

Question: Would you please consider postponing the bid for 1 week?

Answer: This due date was already extended to March 31, 2026 at 11:30AM as per Addendum #1. No additional extensions will be granted.

Question: What is the amount of the deductible for the builders’ risk policy?

OFFICE OF THE DIRECTOR OF PURCHASING

MAUREEN McCAULEY

ASSISTANT DIRECTOR OF PURCHASING

235 GRAND STREET • WATERBURY, CONNECTICUT 06702 • PHONE: (203) 574-6749 • FAX: (203) 597-3437

Answer: Builder’s Risk/Installation Floater Insurance: Limits equaling The Value of the Project.

Question: Total Square Footage of Building Answer: Refer to R1.1 in each building drawing set.

Question: Number of floors above and below grade Answer: Two above, one below.

Question: Is the area lit at night?

Answer: Slightly, by street lamps.

Question: Is the building fenced in?

Answer: The areas where the elevators will be located are fenced, refer to civil drawings.

Question: Is there a wireless monitoring system?

Answer: No. The system is wired.

Question: Is there a security guard? Is it 24/7?

Answer: No.

Question: Distance to nearest fire department, is it paid or voluntary?

Answer: Paid and 0.8 miles.

Question: Distance to the nearest fire hydrant.

Answer: 300 feet. Nearest hydrant is at the corner or Pine street and Woodlawn.

Question: Is there a sprinkler system?

Answer: Limited, refer to construction documents.

Question: What year was the building built?

Answer: Refer to R1.1 in each building drawing set.

Question: What is the type of building construction?

Answer: The existing building is assumed to be 2B. Refer to wall types for new construction rating requirements.

Question: What year was the last update of wiring, roofing, plumbing, heating?

Answer: No records exist.

Question: What is the Annual Loss of Net Earnings which would result from the Project's Delay?

Answer: Not sure we understand the question: this is a public school. What net earnings would a public school produce?

Question: I could not locate the geotechnical report. Please provide.

Answer: Refer to the specifications for the geotechnical report – work performed by Freeman Co.

Question: What is the expected depth of the storage chamber?

Answer: There is no space labeled as such, unsure what you are referencing. All elevations are to be field verified.

Question: Drawing S.1 Detail 1 shows underpinning at a foundation wall to the left of the elevator shaft. At the walkthrough, it was observed that there is no foundation in this area. Please advise.

Answer: We assume this question is in reference to Driggs school. The underpinning referenced is intended for the existing retaining wall. It was assumed some excavation would be required, hence the underpinning. The exact structure of this wall is unknown and will need to be verified in the field.

Question: How will the city handle tariff increases? One of our elevator contractors doesn't account for tariffs increases.

Answer: Awarded company will have to issue a change order and receive an approval.

Question: Will the elevators need access control?

Answer: Yes, refer to electrical drawings and specifications.

NOTE: Each Proposal over $50,000.00 submitted shall be accompanied by a Proposal Security (a Certified Check or Bid Bond) in the amount of ten (10) percent of the Total Proposal Price.

END OF ADDENDUM #2

Thank you.

Maureen McCauley

Assistant Director of Purchasing – City of Waterbury

DEMOLITION LEGEND:

REMOVE COMPLETE WINDOW SYSTEM

REMOVE EXTERIOR MASONRY WALL CONSTRUCTION

REMOVE FLOORING AND WALL BASE TO THE EXTENT REQUIRED FOR

DEMOLITION OF WALL. WHERE NECESSARY, REMOVE TO FULL TILE

(NOT PARTIAL).

KEYED INTO PLAN

1. ANY DEMOLITION WORK ASSOCIATED WITH NEW WORK THAT IS NOT SPECIFICALLY NOTED

ON THIS PLAN SHALL BE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR.

2. DEMOLISHED MATERIAL SHALL BE CONSIDERED TO BE THE PROPERTY OF THE CONTRACTOR

AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE.

3. SHUT OFF, CAP AND OTHERWISE PROTECT EXISTING PUBLIC UTILITY LINES IN ACCORDANCE

WITH THE REQUIREMENTS OF THE PUBLIC AGENCY HAVING JURISDICTION.

4. COMPLETELY REMOVE ITEMS SCHEDULED TO BE SO DEMOLISHED AND REMOVE, LEAVING

SURFACES CLEAN, SOLID AND READY TO RECEIVE NEW MATERIALS AND SPECIFIED

ELSEWHERE.

5. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO THE USER.

6. THIS DRAWING DOES NOT DEPICT THE FULL EXTENT OF DEMOLITION. ADDITIONAL ITEMS

SCHEDULED FOR DEMOLITION MAY BE FOUND ON OTHER DRAWINGS. CONSTRUCTION

MANAGER IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK WITH ALL PARTIES

INVOLVED.

7. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL NATIONAL, STATE, LOCAL

CODES & ORDINANCES.

8. ALL EXISTING (FREESTANDING) FURNITURE ITEMS IN ALL ROOMS UNDER SCOPE OF WORK TO

BE REMOVED BY OWNER.

9. DEMOLITION CONTRACTOR MUST VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL,

MECHANICAL, PLUMBING & ELECTRICAL ELEMENTS PRIOR TO START OF DEMOLITION.

10. REMOVE ALL INTERIOR WALLS SHOWN DOTTED, ALONG WITH ALL ASSOCIATED TACK

BOARDS, CHALK BOARDS, MARKER BOARDS, ETC. EXERCISE CAUTION SO AS NOT TO DISTURB

OR DAMAGE ADJACENT SURFACES SCHEDULED TO REMAIN.

11. NOT USED.

12. REMOVE ALL DOORS AND DOOR FRAMES SHOWN IN FULLY DEMOLISHED PARTITIONS ONLY,

UNLESS NOTED OTHERWISE.

13. REMOVE ALL RADIATION UNITS, H.V.A.C. RUNS, MECHANICAL UNITS, INFORMATION.

14. REMOVE ALL ELECTRICAL LIGHTING FIXTURES, ELECTRICAL RUNS, ASSOCIATED DEVICES.

REFER TO ELECTRICAL DEMOLITION DRAWINGS FOR RELATED INFORMATION.

15. REFER TO SITE PLANS FOR SITE DEMOLITION NOTES.

16. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION.

17. REMOVE ALL EXISTING FLOOR SYSTEMS I.E. VINYL TILE, SHEET VINYL, CERAMIC TILE, MASTIC, MUD SET, ETC. AT ALL AREAS WHERE A NEW FLOOR IS SCHEDULED. REF. FINISH PLANS &

SCHEDULE. PREP FLOORS TO RECEIVE NEW FINISHES.

18. ALL EXISTING LAY IN CEILING PANELS TO BE REMOVED BY THE ABATEMENT CONTRACTOR

WHERE NEW CEILINGS ARE SCHEDULED. REFER TO ASBESTOS ABATEMENT PLANS AND

REFLECTED CEILING PLANS.

19. REMOVE ALL CEILING GRIDS (CORRIDOR CEILING GRID TO BE REMOVED BY THE ABATEMENT

CONTRACTOR), GYPSUM CEILINGS AND SUSPENSION SYSTEMS AT ALL AREAS WHERE NEW

CEILINGS ARE SCHEDULED. REFER TO REFLECTED CEILING PLANS.

20. NOT USED.

21. ALL WINDOW SYSTEMS SCHEDULED FOR DEMOLITION TO BE REMOVED BY THE ABATEMENT

CONTRACTOR.

22. THE DEMOLITION PLANS ARE DIAGRAMMATIC AND INTENDED TO SHOW THE GENERAL

EXTENT OF THE WORK ONLY.

23. THE CONTRACTOR SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TO ACCOMPLISH THE

INTENT OF THE PLANS AND SPECIFICATIONS.

24. ALL DEMOLISHED ITEMS SHALL BE REMOVED FROM BUILDING /SITE UNLESS OTHERWISE

NOTED. COORDINATE WITH OWNER FOR DELIVERY OF ITEMS NOTED TO REMAIN OWNERS

PROPERTY. THE PROJECT SITE/ BUILDING SHALL BE CLEANED OF DEBRIS ON A DAILY BASIS.

CONSTRUCTION MANAGER WILL COORDINATE AND INSTRUCT WHICH

25. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND SUPPORT (TEMPORARY OR

PERMANENT) FOR ALL PORTIONS OF CONSTRUCTION DURING DEMOLITION AND

CONSTRUCTION.

26. ALL ABANDONED MECHANICAL / ELECTRICAL / PLUMBING LINES SHALL BE CAPPED OFF

BEHIND FINISHES, UNLESS OTHERWISE NOTED. REFER TO MECHANICAL / ELECTRICAL /

PLUMBING DRAWINGS FOR ADDITIONAL DEMO. INFORMATION.

27. GENERAL TRADES CONTRACTOR SHALL SAWCUT ALL MASONRY OR CONCRETE OPENINGS

INDICATED. MASONRY SHALL BE TOOTHED IN AND / OR RETURNED TO FINISHED OPENING

ALL OPENINGS WHERE EXISTING CONSTRUCTION HAS BEEN REMOVED, AND WHICH ARE NOT

NOTED TO REMAIN, SHALL BE FILLED AND /OR PATCHED TO MATCH THE ADJACENT EXISTING

OR NEW FINISH, INCLUDING ANY FIRE RATINGS REQUIRED.

28. ALL AREAS OF FLOORS, WALLS AND CEILINGS DISTURBED BY DEMOLITION SHALL BE FILLED, PATCHED OR OTHERWISE REFINISHED TO MATCH EXISTING OR NEW FINISH AS DESIGNATED, INCLUDING ALL REQUIRED RATINGS.

29. CONTRACTOR MUST VERIFY LOCATIONS OF ALL EXISTING STRUCTURAL, MECHANICAL,

PLUMBING & ELECTRICAL ELEMENTS PRIOR TO START OF DEMOLITION.

30. COORDINATE DEMOLITION EFFORTS WITH ASBESTOS ABATEMENT SPECIFICATIONS.

31. EXISTING CONDITIONS SHALL BE STUDIED PRIOR TO BIDDING TO FAMILIARIZE YOURSELF

WITH THE BUILDING AND INTENTIONS OF THE FINAL WORK AND THE REQUIRED

DEMOLITION, INCLUDING ALL MECH., ELECT., PLUMB., TECH., STRUCTURAL AND GENERAL

CONSTRUCTION ITEMS REQUIRING REMOVAL.

32. NO ELECTRICAL, TECHNOLOGY WIRING OR PNEUMATIC LINES ARE TO BE ABANDONED IN

PLACE.

33. REFER TO SPECS FOR CUTTING & PATCHING, FLOOR PREP AND SELECTIVE DEMOLITION.

34. ALL DIMENSIONS ARE TO BE FIELD VERIFIED.

GENERAL DEMOLITION NOTES

WIDTH OF WINDOW UNIT AND WALL BELOW

9'-4" V.I.F.

1 2

D1.1

CORRIDOR

EX STAIR

B

CLASSROOM

1'-4" V.I.F.

CONCRETE WALL BELOW TO BE REMOVED

9'-1" V.I.F. 1'-4" V.I.F.

WINDOW UNIT WIDTH

11'-9" V.I.F.

D1.1

EX STAIR

B

OPEN SPACE

EX

CORRIDOR

1 2

DEMO EXISTING FINISH FLOOR 2'-0"

FROM SURFACE OF BASEMENT WALL

EXISTING SPIGOT AND

ASSOCIATED PIPING TO REMAIN

WIDTH OF WINDOW UNIT AND WALL BELOW

9'-4" V.I.F.

1 2

D1.1

D1.1

Sim

EX STAIR

B

CLASSROOM

CORRIDOR

9'-4" V.I.F.

EXISTING WINDOW SYSTEM TO

BE REMOVED IN ITS ENTIRETY

EXISTING WALL SYSTEM TO BE REMOVED IN

INDICATED AREA, INCLUDING CMU BACK UP,

ANY PRESENT INSULATION, AND BRICK FACADE

V

.I .F

V

.I .F

FINISHED FLOOR

NOTE: PROTECT THE CEILING AND ALL

EXISTING ADJACENT PIPING DURING

DEMOLITION AND CONSTRUCTION.

OPENING IN EXISTING WALL SYSTEM V.I.F. (ABOVE

EXISTING THIRD FLOOR CEILING, VISIBLE FROM EXTERIOR),

INFILL TO MATCH ADJACENT CONSTRUCTION

9'-1" V.I.F.

V .I

.F

V .I

.F

EXISTING WINDOW SYSTEM TO

BE REMOVED IN ITS ENTIRETY

EXISTING WALL SYSTEM TO BE REMOVED IN INDICATED

AREA, INCLUDING POURED IN PLACE CONCRETE,

REINFORCEMENT, AND EXTERIOR INSULATION

FINISHED FLOOR

REMOVE EXISTING WALL BASE TO THE EXTENT

REQUIRED FOR DEMOLITION OF WALL.

NOTE: PROTECT THE CEILING AND ALL

EXISTING ADJACENT PIPING DURING

DEMOLITION AND CONSTRUCTION.11'-9" V.I.F.

SHEET NO.

PROFESSIONAL SEAL

21 Talcott Notch Road

Farmington, CT 06032 friar.com

860.678.1291

CONSULTANT

DATE:

SCALE

PROJ. #:

DRAWN:

CHECKED:

As indicated

D1.1

DEMOLITION PLANS

WOODROW WILSON

ELEMENTARY

SCHOOL ELEVATOR

ADDITION

STATE PROJECT NUMBER

235 BIRCH STREET

WATERBURY, CT 06704

BKH

JMY

2022-049A

1/15/2026

151-0316 LUE

SCALE: 1/4" = 1'-0"

SECOND FLOOR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"

FIRST FLOOR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"

THIRD FLOOR DEMOLITION PLAN

SCALE: 1/4" = 1'-0"

DEMO ELEVATION - SECOND AND THIRD FLOOR

SCALE: 1/4" = 1'-0"

DEMO ELEVATION - FIRST FLOOR

REVISIONS

NO. DATE DESCRIPTION

2/6/2026 ISSUE FOR BID

1 3/24/2026 ADDENDUM #2

RFP 8703 Addendum 2.pdf
RFP 8703 Addendum 2.pdf
2026_03.09 Pre-Bid Walkthrough Sign In Sheet.pdf
2026_03.18 Pre-Bid Walkthrough Sign In Sheet.pdf
D1.1.pdf
Sheets
D1.1 - DEMOLITION PLANS

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