Addendum One .pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-241-25

FOR: Main Building Window Replacement Phase 2 Kentucky Correctional Institution for Women Department of Corrections PeWee Valley, Kentucky

DATE: May 28, 2025

RFB-785-2500000669

ADDENDUM NO. One (1)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-241-25 For: Main Building Window Replacement Phase 2 Kentucky Correctional Institution for Women Department of Corrections PeWee Valley, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration

PATRICK D. MURPHY CO., INC. ARCHITECTS

4606 Illinois Avenue • Louisville, Kentucky 40213-1923 • (502) 454-5632

Member - American Institute of Architects

ADDENDUM NO. 1 May 28, 2025

RE: Request for Bid No. RFB-241-25

Main Building Window Replacement Phase 2 Kentucky Correctional Institution for Women

Pewee Valley, Kentucky

From: Patrick D. Murphy Co., Inc. Architects

4606 Illinois Avenue Louisville, KY 40213

To: Prospective Bidders

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THE INVITATION TO BID.

Note: Acknowledgement of this Addendum shall be made on the “Bid Document”

CHANGES TO PROJECT MANUAL

1. N/A

CHANGES TO SPECIFICATIONS

CHANGES TO DRAWINGS

1. Omit Sheets SP & A.1 and replace with attached Addendum #1 Sheets SP & A.1

GENERAL ITEMS

END OF ADDENDUM NO. 1

GENERAL NOTES:

1. VERIFICATION OF EXISTING CONDITIONS

1.1 - Dimensions indicated on drawings, which have a direct relationship with the existing construction, must be verified in the field prior to the construction, fabrication or installation of any related work. Such dimensions and elevations include, but are not limited to, building dimensions, window sizes, existing materials, etc. If field verifications of dimensions at existing construction differ from that indicated on the drawing, the contractor should document the actual conditions and submit to the architect. If necessary a field directives (Change Order) will be issued to clarify requirements of the work.

2. The Contractor shall take special care to insure all work complies with all federal, state and local codes and regulatory agencies having jurisdiction.

3. The scope of work includes, but is not limited to, the specified work to all walls, windows, flashings, etc.

4. Proposed contractor storage area, staging area, contract limits and parking area location shall be discussed @ the scheduled site visit.

5. All work/setup areas shall be barricaded off with caution tape, orange cones, orange plastic fencing, warning signs e.g. "Caution - Work Area", "Over head work in progress", "No Admittance - Work Area", etc.

6. Proposed contractor storage and staging area, all contract limits and employee parking area locations shall be verified with owner prior to the start of work.

7. Clean & prepare all existing substrates as required for new window & masonry installation.

8. Maintain a watertight building envelope condition at all times, before and during construction. NO Phased construction allowed.

9. In the event of any discrepancies and/or errors found in the drawings, or if problems are encountered during construction that would cause hardships on the contractor, the contractor shall be required to notify the Owner before proceeding with the work.

10. All areas requiring patching, it shall be done in a manner to match adjacent surfaces and finishes.

11. Contractor shall be responsible for closing, patching, and/or repairing of all damage to finished surfaces that result from construction activities or construction related activities by the Contractor and/or all Subcontractor(s).

12. Contractor shall be responsible for maintaining security of the work place, setup areas, storage areas, parking areas, equipment, tools, etc.

13. Care shall be taken to protect all utilities and equipment to remain.

14. Contractor shall give all necessary notices and obtain all permits.

15. Any damage to existing asphalt, paved surfaces, concrete, etc., inflicted by construction activities or construction related activities shall be remediated with like materials at the Contractors' expense.

16. Contractor shall protect all existing trees, bushes, etc., from damage during construction. If trees are damaged, the contractor shall repair if possible, replace if necessary. The Owner shall make final decision if tress, bushes, etc., shall be replaced.

17. Contractor shall repair after construction is complete, at the contractor expense, all damage to the grounds in the area of work and/or setup and restore to original condition. Ground shall be leveled, install new grass seed (type matching surrounding grass), straw over seeded areas and watered on a daily basis till the new grass is three (3") inches tall.

18. Provide a portable toilet for use by contractor's employees during this project. Clean portable toilet as required per use, but a minimum of once per week. No use of building restrooms will be permitted.

19. Dump trucks &/ or dumpsters used for debris removal shall be the responsibility of Contractor. Verify locations of each with Owner. Dump trucks &/ or dumpsters shall be covered to prevent debris from blowing out.

20. Run magnet over the ground after work on a daily basis and again at completion of project.

21. Remove all existing fasteners/anchors from roof substrate prior to installing new roof system.

22. Work hours for project shall be verified @ Pre-Bid Conference.

23. During the construction of this project, the Contractor shall not allow their workers to harass building employees, staff, security, students, etc., with catcalling, whistles, yelling, etc. No boom boxes or radios allowed.

Workers to wear shirts at all times. No vulgar language spoken or printed on shirts. No staring/looking/peeping in building windows.

24. No tobacco, alcohol, drugs, firearms, etc., shall be allowed on this project.

25. Contractor is responsible for their own tools, materials, equipment, vehicles, etc., from loss, theft, damage, etc. Lock all tools up, lock all vehicles, and secure dump trucks, etc., at end of each day.

26. Contractor shall be responsible for cleaning building(s), walks, grounds, etc. of all black marks, gravel, paper, sealant debris, etc., after project is complete.

27. If contractor and/or subcontractor employees are required to enter the building with work related activity, they must put on clean shoes. The contractor is responsible to clean all tracks, dirt, marks on floor, walls, ceilings, ladders, etc.

28. Parking for Contractor employees is limited. Verify with Owner exact location. This will be covered in more detail at the Pre-Construction Conference.

29. A storage area will be provided for Contractor to store bulk materials, equipment, etc.. Exact location shall be determined @ Pre-Construction Conference.

30. Contractor shall barricade off with orange plastic fencing, all of the setup areas, e.g. Hoists, cranes, dumpsters, trucks, material storage, etc. to keep pedestrians out. "KEEP OUT" signs shall be posted in these areas.

31. Contractor shall provide canvas tarps full height against the wall, where hand derricks, chutes, and/or hoists is setup for the protection of the building wall from damage, black marks, sealant, adhesive spilling, etc.

No plastic tarps shall be used.

32. Where setup areas along building have windows, the tarps shall be hung between windows so as not to block the use of the windows by building tenants.

33. Remove debris from roof via the use of trash chutes and/ or cranes with trash trays. No debris, materials, equipment, etc., is allowed to be thrown from an area of work.

34. Contractors' job foreman shall remain on the job each day, all day during construction.

35. Contractor to take all precautions when working around air intakes. Contractor shall notify Owner prior to working around air intakes, for air intake shut-off, to minimize odor &/or debris entry into the building.

AREA OF WORK

(FACADE)

AREA OF WORK

(FACADE)

AR

EA

O F

W O

R K

(F

AC

AD

E)

AR

EA

O F

W O

R K

(F

AC

AD

E)

AR

EA

O F

W O

R K

(F

AC

AD

E)

LEGEND

1. TRAFFIC BUILDING (AREA OF WORK)

2. SET-UP AREASN

COMBINED LEGEND - FOR ALL DRAWINGS

N.I.C. = NOT IN CONTRACT

RP = ROOF PENETRATION

PV = PLUMBING VENT

MOD. = MODIFIED

SYS. = SYSTEM

MEMB. = MEMBRANE

MCF = METAL COUNTER FLASHING

INSUL = INSULATION

DS = DOWN SPOUT

MTL = METAL

AFR = ABOVE FINISHED ROOF

N.T.S. = NOT TO SCALE

VS = VENT STACK

EF = EXHAUST FAN

PP = PITCH POCKET

TYP = TYPICAL

SIM. = SIMILAR

ACM = ASBESTOS CONTAINING MATERIAL

REQ'D = REQUIRED

LWCF = LIGHTWEIGHT CONCRETE FILL

JT = JOINT

V.I.F. = VERIFY IN ROOF

RTA DATE

DECA LOG #

A&E FILE NO.

CHECKED BY

DRAWN BY

DRAWING DATE

DRAWING INFORMATION

DRAWING NO.

AS BUILT DATE

PHASE

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

FRANKFORT, KENTUCKY

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

FINANCE AND ADMINISTRATION CABINET

COMMONWEALTH OF KENTUCKY

PATRICK D. MURPHY CO., INC.

ARCHITECTS

P.O. BOX 20835

LOUISVILLE, KENTUCKY 40250

ACCOUNT NO.

KENTUCKY DEPARTMENT OF CORRECTIONS23-674-09

03-19-2025

04-02-2025

RBSII

JPG

R.T.A.

527-CAXR-IW43-00

SP

SITE PLAN & GENERAL NOTES

D.O.C. - K.C.I.W. - MAIN BUILDING WINDOW REPLACEMENT (PHASE 2)

3000 ASH AVE., PEWEE VALLEY, KY 40056

NO TO SCALE

SITE PLAN - MAIN BUILDING1

Revisions to notes & general notes 5/20/25

AutoCAD SHX Text

B

B B

BA A

A A

A A

A A

A A

A A

A A

A A

A A

A.1

TYP.

A.1

TYP.

ROOF LINE

E H

C CB B BB B B

A.1

TYP.

A A A A

AAAA

A A A A A A A A

A A

E E E E E

E E

A

A

E E

A

A.1

TYP.

A.1

TYP.

A.1

TYP.

EEE

A.1

TYP.

E E E

A.1

TYP.

A - HEAD

NEW STEEL ANGLES

GLAZING

CONCEALED

DETENTION BAR

WINDOW FRAME

SEALANT @ WINDOW

PERIMETER

B - SILL

NEW STEEL ANGLES

WINDOW FRAME

CONCEALED

DETENTION BAR

GLAZING

SEALANT @

WINDOW

PERIMETER

C - JAMB

NEW STEEL

ANGLES

WINDOW FRAME

GLAZING

CONCEALED

DETENTION BAR

SEALANT @ WINDOW

PERIMETER

D - MULLION

MULLION

WINDOW FRAME

GLAZING

CONCEALED

DETENTION BAR

E - SUPPORT MULLION

CONCEALED

DETENTION

BAR

MULLION

FRAME

GLAZING

NEW 2 12" x 1 12" x 316" STEEL ANGLE

EXISTING METAL STUDS

& DRYWALL SOFFIT

EXISTING MASONRY

16" x 1 12" LONG FILLET WELD

@ 12" o.c.; STAGGERED

EXISTING CLAY TILE

NEW 2 12" x 1 12" x 316"

STEEL ANGLE

16" x 1 12" LONG FILLET WELD

@ 12" o.c., STAGGERED

1" LAP (MIN.)

NOTE:

ALL ATTEMPTS ARE TO BE

MADE TO RE-USE EXISTING

BRICKS & CLAY TILES

NOTE: SOFFIT CONTAINS THE FOLLOWING:

HEAT LOOP, CHILL LOOP, SPRINKLER SYSTEM,

CONDENSING UNITS, DRAIN LINES, ELECTRIC

& SMOKE DETECTORS, V.I.F.

NEW STEEL 4" x 3" x 316"

LINTEL ANGLE; 8" (MIN.)

BEARING @ EA. SIDE

EXISTING BRICK; REMOVE

& RE-INSTALL w/WEEP

HOLES

NEW 16oz. COPPER

FLASHING

NEW WINDOW; REFER

TO ELEVATIONS

NEW STEEL 6" x 4" x 3 8" LINTEL ANGLE;

8" (MIN.) BEARING @ EACH SIDE

C A.1

E A.1

B A.1

D A.1

A A.1

A.1

A.1

A.1

A.1

A.1

4' -9

4"

V.

I.F

10'-0"± V.I.F.

3'-3"± V.I.F.

3' -2

1 2"

V.

I.F

6'-8"± V.I.F.

3' -2

1 2"

V.

I.F

6' -5

V.

I.F

3'-3"± V.I.F.

4' -9

4"

V.

I.F

3'-3"± V.I.F.

A B C E H

NEW 2 12" x 1 12" x 316" STEEL ANGLE

EXISTING METAL STUDS

& DRYWALL SOFFIT

16" x 1 12" LONG FILLET WELD

@ 12" o.c., STAGGERED

NEW WINDOW; REFER

TO ELEVATIONS

16" x 1 12" LONG FILLET WELD

@ 12" o.c.; STAGGERED

NEW 2 12" x 1 12" x 316"

STEEL ANGLE

1" LAP (MIN.)

REMOVE LOOSE CONCRETE &

REPAIR BROKEN EDGES OVER

WINDOWS

EXISTING PRE-CAST

CONCRETE WALL PANELS

CLEAN & SEAL (2-COATS

MIN.) FACE OF CONCRETE

WALL PANEL AFTER EDGE

REPAIRS

CLEAN & PRIME EXPOSED

SURFACES OF EXISTING

STEEL LINTELS

EXISTING CLAY TILE

RTA DATE

DECA LOG #

A&E FILE NO.

CHECKED BY

DRAWN BY

DRAWING DATE

DRAWING INFORMATION

DRAWING NO.

AS BUILT DATE

PHASE

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

FRANKFORT, KENTUCKY

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

FINANCE AND ADMINISTRATION CABINET

COMMONWEALTH OF KENTUCKY

PATRICK D. MURPHY CO., INC.

ARCHITECTS

P.O. BOX 20835

LOUISVILLE, KENTUCKY 40250

ACCOUNT NO.

KENTUCKY DEPARTMENT OF CORRECTIONS23-674-09

03-19-2025

04-02-2025

RBSII

JPG

R.T.A.

527-CAXR-IW43-00

A.1

ELEVATIONS & DETAILS

D.O.C. - K.C.I.W. - MAIN BUILDING WINDOW REPLACEMENT (PHASE 2)

3000 ASH AVE., PEWEE VALLEY, KY 40056

SCALE: 1/8" = 1'-0"

ELEVATION - WEST1

NOT TO SCALE

KEY PLAN0

SCALE: 1/8" = 1'-0"

ELEVATION - EAST5

SCALE: 3" = 1'-0"

TYP. BRICK LINTEL REPAIR8

SCALE: 3" = 1'-0"

TYP. WINDOW DETAILS6

SCALE: 1/8" = 1'-0"

ELEVATION - UPPER NORTH3

SCALE: 1/8" = 1'-0"

ELEVATION - UPPER SOUTH4

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

WINDOW TYPES7

SCALE: 1/8" = 1'-0"

ELEVATION - SOUTH2

SCALE: 3" = 1'-0"

TYP. CONCRETE LINTEL REPAIR9 Revisions to notes & general notes 5/20/25

AutoCAD SHX Text