Addendum #1.pdf

PDF 5 MB Posted Feb 25, 2025

Attached to: HS Parking Lot Resurface
Solicitation number: RFP-BRSP-250000001391-3
Issued by: Berrien County, Michigan

About this file

Written by GovTribe AI · Feb 27, 2025

This is Addendum No. 1 for a high school parking lot resurfacing project at Berrien Springs Public Schools in Michigan, dated February 20, 2025. The project involves resurfacing the high school parking lot, including sub-surface material preparation, asphalt paving, storm structures and piping, ADA tactile warning transitions, concrete walk repair, striping, and parking lot signage. Bids are due February 28, 2025 at 3:00 PM at the Admin Building Conference Room, with bid award scheduled for March 13, 2025 BOE meeting. A mandatory pre-bid meeting was held on February 18, 2025. Questions are due by February 21, 2025 at 12:00 noon. All work must be substantially complete by August 18, 2025.

The addendum includes several key requirements: contractors must use a revised bid form, product/material testing falls within the General Contractor's scope, and special care must be taken when excavating near a fiber run under the parking lot (hand digging required below 28" depth). An alternate bid item involves replacing 146 LF of existing 24" RCP storm pipe with HDPE pipe. The project requires a 5% bid bond and is not tax exempt. Six contractors attended the mandatory pre-bid meeting, representing companies including Arnt Asphalt, Rieth-Riley, Hollerbach Excavating, CPM Construction, and Pearson Construction.

View the file

Other files

File	Type	Posted
Addendum #2.pdf	PDF	Feb 25, 2025
Invitation to Bid Form.pdf	PDF	Feb 25, 2025
Drawings.pdf	PDF	Feb 25, 2025
Project Manual.pdf	PDF	Feb 25, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Addendum No. 1

High School Parking Lot Resurface Berrien Springs Public Schools

20 February 2025

This addendum forms a part of the Contract Documents and modifies the original Bidding Documents (PROJECT MANUAL dated 13 February 2025). Please acknowledge receipt of this Addendum when submitting your bid. This Addendum has been distributed to the plan holders of record only. It is the bidder’s responsibility to distribute Addendum information to subcontractors and material suppliers. This Addendum reflects modifications from the Owner, Architect, and Bidders.

ATTACHMENTS

• Pre-Bid Meeting Agenda

• Pre-Bid Sign-In Sheet

• Revised Bid Form

• REVISED DRAWINGS

GENERAL / CLARIFICATION

1. Please find the sign-in sheet attached from the Mandatory pre-bid meeting on Monday 2-18-2025.

2. Bidders are required to submit the revised Bid Form – see attached.

3. Please understand that product/ material testing is within the scope of the General Contractor

4. Please note that the depth of the fiber run under the parking lot is still a best-known depth, and the contractor must hand dig in this area for any disturbed materials below 28” to assure the fiber run is not disturbed or severed.

SPECIFICATIONS

• None

DRAWING SHEETS

1. Sheet C1.0, C2.0, C3.0

END OF ADDENDUM NO. 1

210 E. Main Street, Suite 200 PO Box 487, Niles, MI 49120

Pre-Bid Meeting Agenda

Pre-Bid Meeting: High School Parking Lot Resurface

2.18.25 @ 3:00 PM at the High School Parking Lot

1. Introductions

• BSPS- Nick Schmidt, Project Manager

• Ron Bartz, Director of Facilities

2. Bidding Schedule

▪ Question Deadline 2/21/25 @ 12:00 Noon

▪ Addendum Release 2/21/25, end of day

▪ Bids Due: 2/28/25 @ 3:00 PM Admin Bldg; Conf Room

▪ Bid Award 3/13/25 BOE meeting

3. Construction Schedule

▪ Product procurement to begin upon notice to proceed

▪ All work to be substantially complete by: Aug 18, 2025

4. Summary of Work: High School Parking Lot Resurfacing

▪ Project will be constructed under a single contract:

▪ Scope: includes, sub-surface material preparation, asphalt paving, storm structures, and storm piping, ADA tactile warning transitions, and concrete walk repair, striping, and parking lot signage.

▪ Alternate One, as identified on drawings, replace additional storm line.

5. Instructions to Bidders

▪ Single contract

▪ Comparable experience and ability to adhere to schedule

▪ Project is NOT tax exempt

▪ Bid Bond

▪ Payment / Performance Bonds

▪ AIA contract and related documents

6. Owner Requirements

7. Document Distribution [Electronic]

High School Parking Lot Resurface

PRE-BID MEETING SIGN-IN SHEET

18 February 2025 @ 3:00- 3:45 PM

NAME COMPANY PHONE EMAIL

Nick Schmidt BSPS 269 921-9472 nschmidt@homeoftheshamrocks.org

Brian Huston Arnt Asphalt 269 208-4915 bkhuston@arntasphaltco.com

Adam Rochefort Rieth-Riley 269 266-2614 arochefort@rieth-riley.com

Mike Hollerbach Hollerbach excavating 269 465-6778 hollerbachexc@gmail.com

Chris Miller CPM Const. INC. 269 208-0117 cmiller@cpmconstruct.com

Rob Swem Pearson Construction 269 926-7281 rswem@pearsonconstruction.com

Bid Form - 1

BID FORM

PROJECT: High School Parking Lot

Resurface OWNER: Berrien Springs Public Schools

285 Sylvester Avenue Berrien Springs, MI 49103

PROPOSAL FROM: __________________________________________________________________ Company Name

Address

City, State, ZIP

CONTRACT NO. 1 – High School Parking Lot Resurface

Base Bid

___________________________________________________ $______________________ Base Bid Written Amount

Alternate No 1: Remove 146 LF of existing 24” RCP storm pipe and concrete sidewalk as needed to replace with 146 LF of 24” HDPE storm pipe and concrete sidewalk as noted on plan (refer to drawing C2.0)

$_______________________ for Alternate 1

Unit cost: Provide a unit cost for 350 cubic yards of MDOT 22A :

$_______________________ Unit Cost

Voluntary Alternate (if provided)

Description

_________________________________________________ $______________________ (Add/Deduct) Written Amount

Bid Form - 2

Additional items to be included with Bid Form:

5% BID BOND YES NO

List of warranted projects YES NO

List of subcontractors YES NO

Iran Economic Sanctions Act Certification YES NO

Familial Disclosure Statement YES NO

Written Narrative for Inclusions / Exclusions YES NO

Summary Schedule YES NO

Acknowledge Receipt of

ADDENDUM NO.: ONE TWO

SUBMITTED BY:

_____________________________________________________ Date:________________, 2025 Signature

Printed

Title

Phone Number

MIDDLE SCHOOL RD

DATE

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF DGL

02-12-2025

BSPS HIGH

SCHOOL

BERRIEN SPRINGS, MI

2024.053

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

JTR CMF

BSPS HS

PARKING LOT

FOR BIDDING 02.12.251

JOB NO. 1435

ADDENDUM 1 02.21.252

BERRIEN SPRINGS PUBLIC SCHOOLS

BERRIEN COUNTY, MICHIGAN

HIGH SCHOOL PARKING LOT

SHEET NO. DESCRIPTION

P L A N I N D E X

TITLE

SHEET

C0.0

PROJECT LOCATION

LOCATION MAP

VILLAGE OF BERRIEN SPRINGS, BERRIEN COUNTY MICHIGAN

DATE

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF DGL

02-12-2025

BSPS HIGH

SCHOOL

BERRIEN SPRINGS, MI

2024.053

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

JTR CMF

BSPS HS

PARKING LOT

FOR BIDDING 02.12.251

JOB NO. 1435

ADDENDUM 1 02.21.252

EXISTING

CONDITIONS &

DEMOLITION

PLAN

C1.0

0' 15' 30' 45' 60'

SCALE: 1" = 30'

Know what's below.

before you dig.Call

DATE

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF DGL

02-12-2025

BSPS HIGH

SCHOOL

BERRIEN SPRINGS, MI

2024.053

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

JTR CMF

BSPS HS

PARKING LOT

FOR BIDDING 02.12.251

JOB NO. 1435

ADDENDUM 1 02.21.252

SITE &

UTILITIES

PLAN

C2.0

0' 15' 30' 45' 60'

SCALE: 1" = 30'

Know what's below.

before you dig.Call

DATE

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF DGL

02-12-2025

BSPS HIGH

SCHOOL

BERRIEN SPRINGS, MI

2024.053

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

JTR CMF

BSPS HS

PARKING LOT

FOR BIDDING 02.12.251

JOB NO. 1435

ADDENDUM 1 02.21.252

GRADING

PLAN

C3.0

0' 15' 30' 45' 60'

SCALE: 1" = 30'

Know what's below.

before you dig.Call

DATE

THE INFORMATION ON THIS SHEET IS

THE PROPERTY OF CARMI design group inc. AND MAY NOT BE REPRODUCED

WITHOUT WRITTEN CONSENT FROM

CARMI design group inc.

PROJECT #

DRAWN BY

ISSUEDNO. DATE

CHECKED BY

NEF DGL

02-12-2025

BSPS HIGH

SCHOOL

BERRIEN SPRINGS, MI

2024.053

Byron Center, MI

(616) 277-2185

Kalamazoo, MI

(269) 697-7120 www.VKcivil.com

JTR CMF

BSPS HS

PARKING LOT

FOR BIDDING 02.12.251

JOB NO. 1435

ADDENDUM 1 02.21.252

PROJECT

DETAILS

C4.0

CONCRETE CURB & GUTTER

MDOT DETAIL F4

3 4 "

1 34"

4" 4"

5 12"

2"R 2"R

2" MDOT 13A TOP COURSE

OVER BOND COAT 2" MDOT 36A BASE COURSE

8" AGGREGATE BASE (MDOT

22A)

12" SAND SUBBASE

(MDOT CL II SAND)

PARKING LOT PAVING DETAIL

STREET

PROFILE

GRADE

SETBACK LENGTH

B ELE. 5

SIDEWALK EXPANSION JOINT

RETURN CURB

AS REQUIRED RAMP

RAMP LE

NGTH

CROSSWALK MARKINGS

PEDESTRIAN

STREET

CROSSING

SIDEWALK EXPANSION JOINT

PAVEMENT

SETBACK LENGTH RAMP LENGTH SIDEWALK

2'-0"

MIN.

RAMP WIDTH

PAVEMENT

BUFFER

RAMP

WIDTH

SIDEWALK RAMP AT DRIVEWAYS DETAIL

NOT TO SCALE

6" MIN. SAND SUBBASE

(MDOT CI II SAND)

6" THICK MIN. CONCRETE

NOTES:

1. 1/4" WIDE TOOLED CONTRACTION JOINTS TO 1"

DEPTH AT 5 FOOT INTERVALS.

2. WHERE SIDEWALK IS PLACED ADJACENT TO CURB

AND GUTTER, CONTRACTION JOINTS SHALL LINE

UP WITH CURB AND GUTTER JOINTS.

3. ISOLATION JOINTS WHERE PAVEMENT ABUTS

PROPOSED STRUCTURES OR OTHER PAVEMENTS.

4. EXPANSION JOINTS SHALL BE PLACED NO

FURTHER THAN 40' APART.

5. RUNNING SLOPE OF SIDEWALK TO BE LESS THAN

5% (EXCLUDING RAMPS AND LANDINGS)

CONCRETE SIDEWALK DETAIL

M P

OR AS LABELED

ON PLANS

6" MIN. 12" MAX.

CONCRETE

ADJUSTING RINGS

OUTLET PIPE AS

SHOWN ON PLANS

PRECAST CONCRETE

SECTION

PRECAST CONCRETE

REINFORCED BASE

PLACE RUBBER BOOT

SEAL WITH GROUT

PLACE MANHOLE

STEPS CONFORMING

TO ASTM C-478 AT 16"

ON CENTER

CASTING TYPE AS INDICATED

ON GRADING PLAN

CATCH BASIN DETAIL

EXPANSION

RESTRAINT

1" REBAR FOR

SACK REMOVAL

BASIN GRATE

SILT SACK DETAIL

(10' O/C)

WOODEN STAKE

EX GROUND

24" HIGH SILT

FLOW

FENCE

INTO SOIL

FENCE FLAP

TOE SILT BURY MIN. 6"

SILT FENCE DETAIL

CONCRETE CURB & GUTTER

MDOT DETAIL F4 SPILL OUT

8"1 3 4 "

1 34"

4" 4"

5 12"

2"R 2"R

File details come from the government source that posted it. Updated Feb 27, 2025.