3-2026-08-27 - Dunmore Carpet Factory Renovation - Add 01.pdf

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Attached to
Dunmore Carpet Factory Renovation and Site Work Project
Solicitation number
Not on record
Issued by
Lackawanna County, Pennsylvania

About this file

This is Addendum #01 to the bidding documents for the Dunmore Carpet Factory Renovation and Site Work Project issued by ALLOY5, LLC on behalf of Hoofty Holdings, LLC for a property located at 105 Corner Street, Dunmore, PA 18512 in Lackawanna County. The addendum modifies the original contract documents through a series of deletions and additions to the general drawings and specifications. Key drawing modifications include deletion of the Final Minor Subdivision & Preliminary/Final Land Development Cover Sheet (CS), addition of Project Specifications (C-001), addition of parking layout and HVAC pad locations (C-200), addition of roof leader and utility connections to the grading and drainage plans (C-300), addition of a new Electrical Site Plan sheet (C-401), deletion of the New/Existing Pavement Joint Detail (C-601), and addition of service connection and valve box details (C-601). A mandatory pre-bid meeting is scheduled for Friday, August 28, 2026, at 1:00 PM at the project site. Sealed bids are due to PennBid on Tuesday, September 22, 2026, at 2:00 PM prevailing time (note: the associated contract opportunity document indicates a different deadline of September 29, 2026). Bidders must acknowledge this addendum in their proposal or face potential disqualification.

The addendum also addresses sixteen clarification questions from prospective bidders regarding electrical, plumbing, mechanical, and window specifications. Notably, Alternate #4 removes all power and lighting scope from first-floor tenant areas while retaining power and lighting for public entrance, stairwell, and mailroom areas. Panel specifications have been clarified as single-phase systems, missing fire alarm devices on the fourth floor will be shown in revised drawings, ProPress copper fittings are acceptable for domestic water piping, and the plumbing piping schedule on drawing P001 should be disregarded in favor of specifications on drawing P003. The project does not require pollution insurance, and site lighting locations are pending architect approval with revised documents to be provided. Bidders are required to submit a Bid Bond in the amount of ten percent of the total bid, with successful bidders furnishing Performance and Payment Bonds each in the amount of one hundred percent of the contract value. The project is subject to Pennsylvania Prevailing Wage Act requirements and will be awarded as a single prime lump sum contract.

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ADDENDUM #01

ALLOY5, LLC

530 WEST BROAD STREET

BETHLEHEM, PA 18018

WWW.ALLOY5.COM

PROJECT: DUNMORE CARPET FACOTRY RENOVATION AND SITE WORK PROJECT

BIDS DUE TO: PennBid

BIDS DUE: TUESDAY, SEPTEMBER 22TH, 2026 @ 2:00 P.M. PREVAILING TIME

DATE: THURSDAY, AUGUST 27, 2026

The following clarifications, amendments, additions, deletions, revisions and modifications in this Addendum forms a part of the Contract Documents and modifies the original Bidding Documents as noted below. This addendum must be acknowledged in the form of proposal in the space provided for this purpose. Failure to acknowledge this addendum may subject the Bidder to disqualifications.

GENERAL

DRAWINGS

1. CS – DELETE – Final Minor Subdivision & Preliminary / Final Land Development Cover Sheet

2. C-001 – ADD – Project Specifications

3. C-200 – ADD – Limits of Full Depth Pave in Corner Street to Parking Layout plan view.

4. C-200 – ADD – Limits of (3) HVAC pads at rear of building to Parking Layout plan view.

5. C-300 – ADD – 8” PVC roof leader connection to building shown on Grading & Drainage and Erosion & Sediment Control plan views.

6. C-300 – ADD - 4” SDR-35 sanitary connection to building shown on Grading & Drainage and Erosion & Sediment Control plan views.

7. C-300 – ADD - 2” Water Service connection to building shown on Grading & Drainage and Erosion & Sediment Control plan views.

8. C-401 – ADD SHEET - Electrical Site Plan.

9. C-601 – DELETE – New/Existing Pavement Joint Detail.

10. C-601 – ADD - “Service Connection Shallow Sewer”, “Valve Box Detail”, and “Water

Service Connection” details.

SPECIFICATIONS

New Specification Sections:

Revised Specification Sections:

Questions:

1.1 Alternate #4: What would deleting all fit out of the first floor mean? What would the scope entail? Please provide more details.

Answer: Alternate #4 removes all power and lighting scope from first floor tenant areas. Power and lighting scope will remain for public entrance, stairwell, and mailroom.

1.2 Referenced plan E701: On some panel schedules, "spare" is listed on panel schedule but no size is given. Is the spare meant to say "space"?

Answer: For panel ‘OP2’, provide single pole, 20A spare circuit breaker for circuits 24 through 42.

1.3 Drawing referenced E100 Note 2, C101, C200, under general electrical notes: Can we get more information on the future parking lot lighting?

Answer: Site lighting locations are by architect and are pending design. Revisions documents will be provided when approved lighting layout is received.

1.4 Drawing referenced E701: Panel schedule MDP call for panel HP, OP, OP2 to have 3 pole breakers. Panels 4P, OP, OP2 panel schedules show 2 pole breakers. Meter bank shows them as single phase. Are panels HP, OP and OP2 single phase?

Answer: HP, OP, and OP2 are single-phase panels. Drawings will be updated to reflect as such.

1.5 Drawing referenced E304: Fire alarm devices are missing on the 4th floor plan. Please advise.

Answer: This is a view-range issue in Revit. Fire alarm devices on the 3rd floor closely mirror the 2nd floor with an extra smoke detector and alarm device in the public hallway. Revised drawings will be provided showing missing devices.

2. Will you consider aluminum, double hung, tilt in windows?

Answer: Per the Instructions to Bidders, please fill out and submit the Substitution Request Form found in section 00.2625 of the specifications, and submit to the project team.

3. Is Pollution Insurance required?

Answer: No

4. What is the Time of the Contract?

Answer: Please provide more clarity on what part of the contract, specifically, you are looking for clarification on.

5. Is there any flexibility on the due date, possibly an additional 24-28 hours?

Answer: There is the possibility for a bit of flexibility in the schedule. This can be discussed with the group at the Prebid Meeting on 08/28/2026.

6.1. Please confirm if we are to use the written piping specification on drawing P003 or the plumbing piping schedule shown on P003?

Answer: Use the piping specifications on P003. Disregard the Plumbing Piping Schedule matrix on P001.

6.2. Please clarify the information provided on the plumbing piping schedule shown on drawing.

This schedule calls for no hub service weight cast iron soil pipe and no hub cast iron sanity waste & vent fittings, CISPI 301 & schedule 40 drainage pattern PVC fittings for the gas piping. This also calls out grooved gasketed mechanical joints (aluminum) for the sanitary waste and vent. Can this piping schedule be revised to call out the proper materials?

Answer: Use the piping specifications on P003. Disregard the Plumbing Piping Schedule matrix on P001.

6.3. Are Viega MegaPress G fitting acceptable for the gas piping?

Answer: There is no gas piping.

6.4 Are ProPress copper fittings acceptable for the domestic water piping?

Answer: Propress copper fittings are acceptable.

REVISIONS

NO. REVISION DATE

DRAWN/DESIGN BY CHECKED BY

PREPARED FOR

SCALE:

MJC

SCR-2302010.00

H O

O

FT

Y H

O

LD

IN

G

S

LA

N D

D

EV

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PM

EN

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D U

N M

O R

E, P

A

LA

C

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N N

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TY

08.30.2023

HOOFTY HOLDINGS, LLC

1 E. BROAD STREET

SUITE 310

BETHLEHEM, PA.

Construction Management

Engineering Design Planning

52 Glenmaura National Blvd.

Suite 302, P.O. Box 5777 Scranton, PA 18505

Greenman-Pedersen, Inc.

GPINET.COM570.342.3700

1-800-242-1776

SYSTEM, INC.

POCS SERIAL NUMBER

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

DBA

GRADING,

SEDIMENT

AND EROSION

CONTROL

PLAN

C-001

AS NOTED

20230453265

NO PARKING FIRE LANE NO PARKING

REVISIONS

NO. REVISION DATE

DRAWN/DESIGN BY CHECKED BY

PREPARED FOR

SCALE:

MJC

SCR-2302010.00

H O

O

FT

Y H

O

LD

IN

G

S

LA

N D

D

EV

EL

O

PM

EN

T

C

O R

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S

TR

EE

T

D U

N M

O R

E, P

A

LA

C

K A

W A

N N

A C

O U

N

TY

08.30.2023

HOOFTY HOLDINGS, LLC

1 E. BROAD STREET

SUITE 310

BETHLEHEM, PA.

Construction Management

Engineering Design Planning

52 Glenmaura National Blvd.

Suite 302, P.O. Box 5777 Scranton, PA 18505

Greenman-Pedersen, Inc.

GPINET.COM570.342.3700

ZA

LAYOUT

PLAN

C-200

AS NOTED

ZONE A

ZONE B

SCALE: 1" = 20'

0 40 60

SCALE: 1" = 20'

0 40 60

.1

.3

.9

NO PARKING FIRE LANE NO PARKING

REVISIONS

NO. REVISION DATE

DRAWN/DESIGN BY CHECKED BY

PREPARED FOR

SCALE:

MJC

SCR-2302010.00

H O

O

FT

Y H

O

LD

IN

G

S

LA

N D

D

EV

EL

O

PM

EN

T

C

O R

N

ER

S

TR

EE

T

D U

N M

O R

E, P

A

LA

C

K A

W A

N N

A C

O U

N

TY

08.30.2023

HOOFTY HOLDINGS, LLC

1 E. BROAD STREET

SUITE 310

BETHLEHEM, PA.

Construction Management

Engineering Design Planning

52 Glenmaura National Blvd.

Suite 302, P.O. Box 5777 Scranton, PA 18505

Greenman-Pedersen, Inc.

GPINET.COM570.342.3700

ZA

GRADING,

SEDIMENT

AND EROSION

CONTROL

PLAN

C-300

AS NOTED

ZONE A

ZONE B

SCALE: 1" = 20'

0 40 60

HOR. SCALE IN FEET

VER. SCALE IN FEET

20 40

4 4 8

SCALE: 1" = 20'

0 40 60

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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

ELECTRICAL

SITE PLANS

C-401

JCF

REVISIONS

NO. REVISION DATE

DRAWN/DESIGN BY CHECKED BY

PREPARED FOR

SCALE:

SCR-2202156.00

D U

N M

O R

E C

A R

PE

T

FA

C

TO

R

Y R

EN

O

VA

TI

O N

S

C

O R

N

ER

S

TR

EE

T

D U

N M

O R

E, P

A

08.03.2026

HOOFTY HOLDINGS

105 CORNER STREET

DUNMORE, PA 18512

AS NOTED

Construction Management

Engineering Design Planning

52 Glenmaura National Blvd.

Suite 302, P.O. Box 5777 Scranton, PA 18505

Greenman-Pedersen, Inc.

GPINET.COM570.342.3700

MJC

SCALE:

SITE LIGHTING PLAN1

C-401 1" = 20'-0"

SCALE: 1" = 20'

0 50 100

N O

R

TH

TOP VIEW

SCALE:

TYPE 'SLA' POLE DETAIL2

C-401 NOT TO SCALE SCALE:

TYPICAL DUCTBANK SECTION3

C-401 NOT TO SCALE

REVISIONS

NO. REVISION DATE

DRAWN/DESIGN BY CHECKED BY

PREPARED FOR

SCALE:

MJC

SCR-2302010.00

H O

O

FT

Y H

O

LD

IN

G

S

LA

N D

D

EV

EL

O

PM

EN

T

C

O R

N

ER

S

TR

EE

T

D U

N M

O R

E, P

A

LA

C

K A

W A

N N

A C

O U

N

TY

08.30.2023

HOOFTY HOLDINGS, LLC

1 E. BROAD STREET

SUITE 310

BETHLEHEM, PA.

Construction Management

Engineering Design Planning

52 Glenmaura National Blvd.

Suite 302, P.O. Box 5777 Scranton, PA 18505

Greenman-Pedersen, Inc.

GPINET.COM570.342.3700

DBA

CONSTRUCTION

DETAILS

C-601

AS NOTED

File details come from the government source that posted it. Updated .