Addendum 1 18293.pdf

PDF 1 MB Posted Jul 31, 2019

Attached to: 761/18293. SAR Henry Street
Solicitation number: RFQ-171-190000000570-2
Issued by: Bay County, Michigan

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Written by GovTribe AI · Mar 17, 2025

This is Construction Bid Addendum No. 1 issued by the Michigan Department of Technology, Management and Budget (DTMB), Facilities and Business Services Administration, Design and Construction Division, for an Excavation and Restoration project located at 1400 North Henry Street in Bay City, Michigan. The project involves environmental remediation, including removal and management of impacted soils, asphalt surface recycling, backfilling, compaction, and site restoration. The mandatory onsite pre-bid meeting was held on July 26, 2019, with contractors required to provide unit pricing for sidewalk replacement, perform photographic documentation of the site, and coordinate with local utility providers. The bid opening is scheduled for August 14, 2019, with a recommendation from the consultant to EGLE (Department of Environment, Great Lakes, and Energy) expected on August 19, 2019.

The bid includes detailed pricing for various project components, such as site services, mobilization, temporary fencing, asphalt removal and installation, soil excavation and disposal, backfill materials, and compaction testing. An alternate bid item allows for unit pricing of sidewalk replacement (approximately 450 square feet) in case of damage during excavation. The project site contains contaminated soils, and the excavation will not remove all contaminated materials. The contractor is required to maintain a 4:1 slope during excavation and will be monitored by a professional throughout the project. A provisional/contingency allowance of $10,000 and a third-party compaction testing allowance of $4,500 are included in the bid schedule.

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File	Type	Posted
DCSpec_Rev_02-19 1400 N Henry, Bay City, MI.pdf	PDF	Jul 31, 2019
DTMB-0415 (Advertisment)Henry Street.doc	DOC document	Jul 31, 2019

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DTMB-0414 (Rev 2/15)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

Facilities and Business Services Administration Design and Construction Division

CONSTRUCTION BID ADDENDUM NO. 1

This form identifies an Addendum to Bidding Documents, and incorporates interpretations or clarifications, modifications, acceptance of proposed “or equal” materials, and other information into the Bidding Documents.

Addenda will be numbered by the Professional and distributed through SIGMA Vendor Self Service (VSS) https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService as an attachment.

TO:

ALL BIDDERS

DATE ISSUED

July 30, 2019

PROJECT NAME

Henry Street, 1400, North, Bay City

FILE NUMBER

761/18293.SAR

PROFESSIONAL

AKT Peerless Environmental, Sean Robinson

PROJECT DIRECTOR

BID OPENING DATE:

Wednesday, August 14, 2019 (Immediately Following 2 pm)

ADDENDUM ITEMS: (attach additional sheets and drawings if required)

Item 1 – Provide the list of contractors that attended the Mandatory Onsite Pre-Bid Meeting on July 26, 2019.

(Attachment 1)

Item 2 – Project Bid Procurement Schedule

• Mandatory Onsite Pre-bid Meeting @10 am Friday, July 26, 2019 (Completed)

• Addenda(s) to be Issued, due by 2 pm Friday, August 2, 2019

• Questions due to Consultant by 2 pm Wednesday, July 31, 2019

• Contractor Bids due by 2 pm Wednesday, August 14, 2019

• Bid Opening (Immediately Following 2 pm) Wednesday, August 14, 2019

• Recommendation from Consultant to EGLE August 19,2019

Item 3 – Alternate Bid Item #1 Contractor to provide Unit Pricing (per Square Foot) within their bid for the removal and replacement of the private sidewalks along the western and/or southern proposed excavation area in the event damage occurs during excavation activities. All replacements to be ADA compliant. (Attachment 2)

Item 4 – Contractor is required to perform photographic survey/documentation of the exterior and interior of the subject building prior to performing any work onsite. This is to be conducted in conjunction with the exterior photographic survey documentation to be completed at the subject property, as refenced on page 3 within the Bidding Specifications.

Contractor to provide their documentation to the Professional prior to performing any work onsite.

Item 5 – Provide CAD figures highlighting the “Proposed Staging/Load-out Area” (3 pages). These CAD figures were provided at the Mandatory Onsite Pre-Bid Meeting. (Attachment 3)

Item 6 – Contractor shall coordinate with any and all necessary utility providers and/or local municipal utility departments regarding preservation of all pre-existing utilities within the Proposed Excavation Area, as well as contact the necessary departments and key contacts in the event of potential damage(s) to pre-existing utilities. The City of Bay City Water Department has specifically requested to be present during all excavation activities that may impact the water line servicing the subject building. Additionally, it is noted there are two (2) pre-existing water mains (approximately 16” and 36”) that run north to south within the right of way.

The following is for the specific local municipal utility departments, as well as Consumers Energy;

• City of Bay City Sewer Department, Terry Kilburn, 989-891-1202

• City of Bay City Water Department, Doug Carmona, 989-245-6510

• City of Bay City Electric Light and Power (Electric), Virgil LaPlant, 989-894-8351

• Consumers Energy (Natural Gas), 1-800-477-5050 https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService

Item 7 – Contamination is present beneath the building. The excavation will not result in the removal of all contaminated soils. Therefore, shoring of the excavation will not be conducted. A 4:1 slope shall be maintained within the excavation area(s) parallel to the subject building and right of way. A conservative angle of repose shall be maintained based on depth and distance from the subject building, and soil types. Professional to monitor excavation with Contractor throughout the duration of the project.

ACKNOWLEDGEMENT: This Addendum must be acknowledged by the Bidder in the space provided in the Bid Summary and Bid Form. Failing to acknowledge Addenda may be cause for the Bid to be rejected. Addenda will become part of the Contract Documents.

PROFESSIONAL: DATE

(Heath Bobick) July 30,2019

APPROVED BY:

PROJECT DIRECTOR DATE

Bidding and Contract Document (R 2/19) Project Name: Henry Street, 1400, North, Bay City File No. 761/18293.SAR

Attachment 2, Alternate No. 1 The Bidder must figure its Base Bid on the specified, or Addendum-approved, materials and equipment only. No “or equal” or substitution proposals will be permitted after Bid opening, except as provided in the General Conditions.

Addenda: Bidder acknowledges receipt of Addenda: No. ___ dated: ________, No. ___ dated: ________ No. ___ dated:

FIRM NAME TELEPHONE NUMBER and E-MAIL ADDRESS

BID SCHEDULE

Base Bid Schedule - The Bidder will complete the Work and accept as full payment, for the Work items listed, the following Unit Prices and/or Item Bid Prices, as applicable:

Base Bid Item No.

Bid Quantity

Description (Bidder to write price in Words)

Unit Price

Item Bid Price

1 Lump Sum Site Services, Mobilization and Demobilization

2 Lump Sum Installation and Removal of Temporary 6-Feet

Tall chain link fencing

3 5,508 SF

Removal, Management of Materials, Transport, and Recycling of Asphalt Surface

4 1,100 Tons Excavation, Management, Removal and

Disposal of Impacted Soils

5 1,000 Tons Backfill and Compaction, MDOT Class II Sand

6 100 Tons Backfill and Compaction, MDOT 21AA

7 5,508 SF Installation of Asphalt

8 Lump Sum Repaint Parking Lot Stripes

9 Allowance Third-Party Compaction Testing of Backfilled

Materials $4,500 $4,500

10 Allowance Provisional/Contingency Allowance $10,000 $10,000

TOTAL (This amount should equal the Base Bid amount on the Bid Summary Form) $

Base Bid (Sum of Item Bid Prices for all Base Bid Items):

__________________________________________________________________ Dollars (use words) (in figures)

Bidding and Contract Document (R 2/19) Project Name: Henry Street, 1400, North, Bay City File No. 761/18293.SAR

Attachment 2, Alternate No. 1 Schedule of Alternates - The Bidder will complete (or deduct from the Contract) the parts of the Work designated by the Alternates that follow and accept in full payment (or allow in full credit) for those parts of the Work the following Item Bid Prices:

Alternate Item No.

Bid Quantity

Description (Bidder to write price in Words)

Unit Price

Item Bid Price

Approximately

450 SF

Removal and replacement of the private sidewalk(s) along the western and/or southern proposed excavation area in the event damage occurs during excavation activities.

All replacements to be ADA compliant.

The Bidder further acknowledges and agrees that the separate prices bid on this “Schedule of Alternates,” where they are applicable and deemed acceptable by the Owner, will be used if incorporated into the Contract when the Owner issues the Notice of Award.

Schedule of Unit Prices or Contingent Change Order Prices - The Bidder shall use this “Schedule” to quote unit prices identified in the bid documents or propose other contingent Change Order prices. The proposed Unit Prices or contingent Change Order prices set forth in this schedule, at the sole discretion of the Owner, may, or may not be incorporated into the Contract Documents. The Owner reserves the right to negotiate Unit Prices or contingent Change Order prices set forth herein prior to their possible incorporation into the Contract Documents.

Item No.

Units or

Quantity

Description

(Bidder to write price in Words)

Bidder’s Bid

Price

Price Proposed

By The Owner

SUBJECT BUILDING

N O

EAST GARY STREET

NORTH CATHERINE STREET

FORMER

HYDRAULIC

HOIST

FORMER

TANK AREA

GP-1

GP-2

GP-3

GULINO'S PIZZA & SONS

1406 NORTH HENRY STREET

EZ SALES

1310 NORTH HENRY STREET

FORMER LUMBER YARD

(WDS)

RESIDENTIAL

1403 NORTH HENRY STREET

RESIDENTIAL

1401 NORTH HENRY STREET

RESIDENTIAL

1421 NORTH HENRY STREET

HURON & EASTERN RAILW

AY CO INC.

COMMERCIAL UNOCCUPIED

1301 NORTH HENRY STREET

ASPHALT PARKING LOT

B-1

B-2

B-9 B-11

B-10 B-8

B-6/MW-06

B-7/MW-07

B-3

18VP-03-55

18VP-02-55

18VP-01-55

18VP-02-05

18VP-04-55

18VP-01-05

PROPOSED

EXCAVATION AREA

B-5/MW-05

FORMER

PUMP ISLAND

B-4

PROPOSED

STAGING/ LOAD-OUT AREA

1400 NORTH HENRY STREET

BAY CITY, MICHIGAN

PROJECT NUMBER: 13522s

SITE MAP WITH SOIL RESULTS EXCEEDING

MDEQ RCC

DRAWN BY:

DATE:

OGO

01/14/2019

FIGURE 1

50250

SCALE: 1" = 50'

LEGEND

www.aktpeerless.com

= PROPERTY LINE

= SOIL BORING BY APPLIED ECO SYSTEMS

= SOIL BORING BY AKT PEERLESS

= SOIL VAPOR SAMPLE BY AKT PEERLESS

= PROPOSED SUB-SLAB MONITORING POINT

13,000 ug/Kg (1)

160,000 ug/Kg (1,2,3)

28,000 ug/Kg (2)

110,000 ug/Kg (1,2)

73,000 ug/Kg (1,2)

88,000 ug/Kg (1)

420,000 ug/Kg (1,2)

140,000 ug/Kg (1,2)

390,000 ug/Kg (3)

380,000 ug/Kg (1,2) sec-Butylbenzene

Ethylbenzene

Isopropyl benzene

2-Methylnaphthalene

Naphthalene n-Propylbenzene

1,2,4-Trimethybenzene

1,3,5-Trimethybenzene

2,2,4-Trimethyl pentane

Xylenes

SB-04 (2.0-4.0')

8/7/2018

1,900 ug/Kg (1) n-Propylbenzene

SB-03 (2.0-4.0')

8/7/2018

1,700 ug/Kg (1)

9,500 ug/Kg (2)

1,800 ug/Kg (1) n-Butylbenzene

2-Methylnaphthalene n-Propylbenzene

SB-06 (5.0-6.0')

8/7/2018

14,000 ug/Kg (2)

5,300 ug/Kg (2)

2-Methylnaphthalene

Naphthalene

SB-10 (2.0-3.0')

8/7/2018

5,300 ug/Kg (2) 2-Methylnaphthalene

SB-8 (4.0-5.0')

8/7/2018

CRITERIA NOTE

(1) - Exceeds Residential Drinking Water Protection Criteria

(2) - Exceeds Groundwater Surface Water Interface Protection Criteria

(3) - Exceeds Residential Soil Volatilization to Indoor Air Inhalation Criteria

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EAST GARY STREET

NORTH CATHERINE STREET

FORMER

HYDRAULIC

HOIST

FORMER

TANK AREA

GULINO'S PIZZA & SONS

1406 NORTH HENRY STREET

EZ SALES

1310 NORTH HENRY STREET

FORMER LUMBER YARD

(WDS)

RESIDENTIAL

1403 NORTH HENRY STREET

RESIDENTIAL

1401 NORTH HENRY STREET

RESIDENTIAL

1421 NORTH HENRY STREET

HURON & EASTERN RAILW

AY CO INC.

COMMERCIAL UNOCCUPIED

1301 NORTH HENRY STREET

ASPHALT PARKING LOT

PROPOSED

EXCAVATION AREA

GAS GAS GAS GAS GAS GAS GAS GAS

GAS

FORMER

PUMP ISLAND

PROPOSED

STAGING/ LOAD-OUT AREA

N O

, M

N U

N /A

L O

O N

= PROPERTY LINE

= NATURAL GAS LINE

= FIBER OPTIC LINE

= WATER LINE

= SEWER LINE

= OVERHEAD ELECTRIC LINE

= UNDERGROUND ELECTRIC LINE

= STORMWATER CATCH BASIN

= STORM SEWER BASINS

= FIRE HYDRANT

= SEWER MAN HOLE

= 3 POLE MOUNTED TRANSFORMERS

= TELEPHONE/ELECTRIC POLE

= FIBER OPTIC SERVICE BOX

= WATER SHUT OFF

N B

LEGEND

w w w a k t p e e r l e s s c o m

GENERAL DEMOLITION / UTILITY NOTES:

1. CONTRACTOR RESPONSIBLE FOR SCOPE OF WORK PER BUILDING SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR

OBTAINING ALL PERMITS & PAYING ALL FEES REQUIRED FOR DEMOLITION AND DISPOSAL.

2. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES, ENGINEER, AND OWNER. PRIOR TO THE START OF ANY WORK ACTIVITIES, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING BEFORE PROCEEDING WITH WORK.

3. CONTRACTOR SHALL COORDINATE PROTECTION, OF UTILITIES WITH UTILITY SERVICE PROVIDER AND OWNER. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES & SEWERS NEEDING TO BE PROTECTED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY AS NECESSARY. CONTRACTOR SHALL PAY CLOSE ATTENTION AND PROTECT

EXISTING UTILITIES WITHIN THE RIGHT OF WAY AND ADJACENT PROPERTIES DURING WORK.

4. THE EXISTING SITE FEATURES AND UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AT THE TIME OF DRAWING AND ARE GIVEN FOR CONTRACTOR CONVENIENCE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF UTILITIES OR OTHER SITE FEATURES SHOWN AND NOT SHOWN.

CONTRACTOR SHALL INSPECT THE SITE AND COORDINATE WITH UTILITY PROVIDER TO DETERMINE EXACT LOCATION OF

UTILITIES AND OTHER SITE FEATURES.

5. IT IS NOT THE INTENTION OF THIS PLAN TO INDICATE ALL SERVICES AND LEADS. ALL SERVICES CONNECTED TO SUBJECT

PROPERTY & ADJACENT SITES SHALL BE MAINTAINED.

6. ALL EXISTING UTILITIES AND SITE FEATURES ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. CONTRACTOR IS REQUIRED TO VERIFY EXISTING CONDITIONS AND PROCEED

WITH CAUTION.

7. CONTRACTOR MUST PROTECT PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, STREET CLOSURES, ETC.

8. UNLESS OTHERWISE PERMITTED, CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL

TIMES.

9. PRIOR TO EARTH DISTURBING ACTIVITIES, SESC PERMIT SHALL BE OBTAINED BY CONTRACTOR AND ALL SOIL EROSION

CONTROL MEASURES SHALL BE INSTALLED.

10. SITE FEATURES REQUIRING DEMOLITION MAY NOT BE ILLUSTRATED ON THE SITE PLANS. PRIOR TO SUBMITTING A BID, THE CONTRACTOR IS REQUIRED TO VISIT THE SITE, VERIFY SITE CONDITION AND QUANTITIES, AND MAKE THEIR OWN

DETERMINATION REGARDING THE WORK NECESSARY TO COMPLETE PROJECT.

11. SITE SHALL BE BROUGHT TO PREEXISTING CONDITIONS GRADE WITH SUITABLE COMPACTED FILL MATERIALS PER

SPECIFICATIONS & PLANS.

12. CONTRACTOR SHALL CALL MISS DIG (811 OR 800-482-7171) A MINIMUM OF 3 WORKING DAYS PRIOR TO WORK.

13. HEIGHTS AND DIMENSIONS PROVIDED ON PLANS ARE ESTIMATES PROVIDED FOR CONVENIENCE ONLY AND ARE NOT PERMITTED TO BE RELIED ON FOR BIDDING PURPOSES BY CONTRACTOR. CONTRACTOR IS REQUIRED TO VISIT SITE AND

VERIFY SITE CONDITIONS PRIOR TO SUBMITTING BID

14. EASEMENTS SHOWN ON PLANS ARE FOR INFORMATIONAL PURPOSES, BASED ON LIMITED RECORDED DOCUMENTATION.

LEGAL DESCRIPTION:

STREET ADDRESS: 1400 N HENRY STREET, BAY CITY, MI 48706

TAX DESCRIPTION PARCEL No.160-017-278-002-00

COM 33 FT E OF SW COR OF E 1/2 OF TH NE 1/4 TH N 154.34 FT TH SELY 264 FT TO RR ROW & 371.6 FT S OF WHERE W LI OF HENRY ST & ROW INTERS TH SELY TO A PT 272 FT E OF BEG TH W TO BEG SEC 17 T14NR5E

GAS GAS GAS GAS

= INLET PROTECTION FAVRIC DROP PER MDOT 2003 STANDARD SPECIFICATIONS FOR CONSTRUCTION TYP.

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EAST GARY STREET

NORTH CATHERINE STREET

FORMER

HYDRAULIC

HOIST

FORMER

TANK AREA

GULINO'S PIZZA & SONS

1406 NORTH HENRY STREET

EZ SALES

1310 NORTH HENRY STREET

FORMER LUMBER YARD

(WDS)

RESIDENTIAL

1403 NORTH HENRY STREET

RESIDENTIAL

1401 NORTH HENRY STREET

RESIDENTIAL

1421 NORTH HENRY STREET

HURON & EASTERN RAILW

AY CO INC.

COMMERCIAL UNOCCUPIED

1301 NORTH HENRY STREET

ASPHALT PARKING LOT

PROPOSED

EXCAVATION AREA

GAS GAS GAS GAS GAS GAS GAS GAS

GAS

FORMER

PUMP ISLAND

PROPOSED

STAGING/ LOAD-OUT AREA

N O

, M

N U

O N

B Y:

w w w a k t p e e r l e s s c o m

EXCAVATION PLAN STRUCTURE

1. ALL BUILDINGS, SITE FEATURES AND UTILITIES SHOWN ARE APPROXIMATE AND NEED TO BE FIELD VERIFIED

PRIOR TO WORK.

2. REMOVE AND PROPERLY DISPOSE OF ALL ASBESTOS AND HAZARDOUS MATERIALS. AIR MONITORING &

OVERSIGHT BY ENGINEER.

3. EXCEPT AS NOTED DEMOLISH AND REMOVE BUILDING AND ALL PRIVATELY OWNED MAN-MADE SITE FEATURES.

REMOVE STRUCTURE AND SITE FEATURES ABOVE AND BELOW GRADE, INCLUDING INTERIOR AND EXTERIOR CONCRETE SLABS, ASPHALT PAVING, FOUNDATIONS, FENCING, POSTS, PRIVATE SIGNS, BUSHES, LANDSCAPING, AND ALL OTHER MISCELLANEOUS SITE FEATURES.

4. CONCRETE SIDEWALKS PADS AND APPROACHES - DEMOLISH AND REMOVE PRIVATE SIDEWALKS AND PADS.

SAW-CUT AS NECESSARY TO PROTECT PUBLIC SIDEWALKS AND STREETS. RESTORE TO EXISTING GRADE.

5. ASPHALT PARKING AREAS AND PAVED AREAS - REMOVE ASPHALT PAVED AREA. EXCAVATE AND REMOVE

SUB-BASE MATERIALS. RESTORE TO EXISTING GRADE.

6. CUT, CAP, SEAL, BULKHEAD, OR OTHERWISE ABANDON ALL UTILITIES IN A SAFE MANNER AT RIGHT-OF-WAY OR OTHER LOCATION APPROVED BY UTILITY PROVIDER/ENGINEER. CONTRACTOR TO COORDINATE ALL WORK WITH

UTILITY PROVIDERS. OWNER TO PAY DISCONNECT FEES TO UTILITY COMPANIES DIRECTLY.

7. BACKFILL EXCAVATIONS TO GRADE WITH CLASS II SAND, COMPACTED TO 95%. THIRD PARTY COMPACTION TESTING BY OWNER. CONSTRUCT GRADE CONSISTENT WITH SURROUNDING LAND. SLOPE TO PROVIDE POSITIVE

SURFACE RUNOFF TO NEAREST STORM WATER CATCH BASIN/RIGHT-OF-WAY.

8. TOP SOIL AND SEED ALL DISTURBED AREAS. WATER AS NECESSARY TO ESTABLISH VEGETATION.

9. PROTECT AND IF NECESSARY STOCK PILE ALL EXISTING AREAS OF TOPSOIL FOR FINAL SITE RESTORATION.

10. NOT ALL WORK OR SITE FEATURES ARE SHOWN ON THE PLANS. PRIOR TO SUBMITTING A BID, THE CONTRACTOR IS REQUIRED TO VISIT THE SITE, FIELD VERIFY SITE CONDITIONS AND QUANTITIES, AND MAKE

THEIR OWN DETERMINATION REGARDING THE WORK NECESSARY TO COMPLETE THE PROJECT.

11. REMOVE ALL APPROACHES AND POUR NEW CURB IN ACCORDANCE WITH CITY REQUIREMENTS.

= CUT, CAP, SEAL, BULKHEAD, OR OTHERWISE ABANDON AS APPROPRIATE.

COORDINATE ALL WORK WITH UTILITY PROVIDER. ABANDONMENT

LOCATION MUST BE PROVIDED TO ENGINEER.

= REMOVE

= PROTECTPRO

REM

= PROPERTY LINE

= NATURAL GAS LINE

= FIBER OPTIC LINE

= WATER LINE

= SEWER LINE

= OVERHEAD ELECTRIC LINE

= UNDERGROUND ELECTRIC LINE

= STORMWATER CATCH BASIN

= STORM SEWER BASINS

= FIRE HYDRANT

= SEWER MAN HOLE

= 3 POLE MOUNTED TRANSFORMERS

= TELEPHONE/ELECTRIC POLE

= FIBER OPTIC SERVICE BOX

= WATER SHUT OFF

LEGEND

GAS GAS GAS GAS

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Proposed Staging 1400 N Henry (Attachment 3).pdf

Sheets and Views

13522s Figures-Fig 1 3-10

13522s Figures-Fig 2 Site map 3-10

13522s Figures-Fig 3 DEMO

File details come from the government source that posted it. Updated Mar 17, 2025.