Addendum 1 19255.pdf

DTMB-0414 (Rev 12/17)

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

State Facilities 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 www.michigan.gov/SIGMAVSS as an attachment.

TO:

ALL BIDDERS

DATE ISSUED

7/26/2019

PROJECT NAME

Rose Lake Wildlife Area Demolition, Select Structures

FILE NUMBER

751/19255.KSZ

PROFESSIONAL

DLZ

PROJECT DIRECTOR

Kristi Zakrzewski, PE

BID OPENING DATE:

7/31/2019

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

Item 1 - Pre-Bid Meeting One copy of the Attendance List is included (Attachment A) with this addendum.

Item 2 - Contract Forms, Bid Schedule Replace the Bid Schedule with the Revised Bid Schedule attached in Attachment B.

Item 3 - Division 1, Section 01025 Replace Division 1; Section 01025 Part 1 Section 1.05 Item E with the following:

E. Contract Item No 5: Water Well Abandonment (Foot)

Payment for this item shall be paid for at the Contract Unit Price for the abandonment water wells per linear foot. The well depth shall be measured by the Contractor using a well tape or other methods acceptable to the Owner. This item includes all labor, equipment, tools, materials, and services necessary to properly plug water well in accordance with Michigan’s Part 127 of Act 368, PA 1978 and Administrative Rules, and the local County code. The well plugging shall be performed by a State of Michigan Registered Water Well Drilling and Pump Installation Contractor, and a Well Plugging Record shall be filled out and submitted. Contractor shall comply with all requirements of Michigan’s Water Well Manual dated March 2019. Contractor shall comply with all the requirements of the County or other local governing body.

Item 4 – Bidder Questions Answers to bidder questions are provided in Attachment C.

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: 7/26/2019

APPROVED BY:

PROJECT DIRECTOR: DATE: 7/26/19

DLZ

Item 5 - Clarifications: All concrete slabs to be left in place must be free of all objects projecting from the slab or remaining foundation wall.

The field office has a total of 4 septic systems. One system has a tank and a concrete block adsorption system.

http://www.michigan.gov/SIGMAVSS http://www.michigan.gov/SIGMAVSS

ATTACHMENT A

Pre-Bid Meeting Attendee List

ATTACHMENT B

Bid Schedule

Bidding and Contract Document (R 5/19) Project Name: Rose Lake Wildlife Area File No. 751/19255.KSZ

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 1 Mobilization and Demobilization NA $

2 1 Site Services NA $

Removal and Disposal of ACM, Universal Waste & Hazardous Materials

3a 1 Building #81590 Field Office NA $

3b 1 Building #81557 Yellow Barn NA $

3c 1 Building #82725 Small Quonset Hut NA $

3d 1 Building #83922 Seed Storage NA $

3e 1 Building #81399 Pheasant Barn NA $

3f 1 Building #81411 1-Car Garage NA $

3g 1 Building #81756 Large Quonset Hut NA $

Demolition, Removal, and Recycling/Disposal of Select Buildings

4a 1 Building #81590 Field Office NA $

4b 1 Building #81557 Yellow Barn NA $

4c 1 Building #82725 Small Quonset Hut NA $

4d 1 Building #83922 Seed Storage NA $

4e 1 Building #81399 Pheasant Barn NA $

4f 1 Building #81411 1-Car Garage NA $

4g 1 Building #81756 Large Quonset Hut NA $ linear feet Water Well Abandonment (foot) $ $ systems Septic System Abandonment (system) $ $ tons Backfilling & Compaction of MDOT Class II Material (ton)

8 Site Restoration

Bidding and Contract Document (R 5/19) Project Name: Rose Lake Wildlife Area File No. 751/19255.KSZ

8a 1 Building #81590 Field Office NA $

8b 1 Building #81557 Yellow Barn NA $

8c 1 Building #82725 Small Quonset Hut NA $

8d 1 Building #83922 Seed Storage NA $

8e 1 Building #81399 Pheasant Barn NA $

8f 1 Building #81411 1-Car Garage NA $

8g 1 Building #81756 Large Quonset Hut NA $

9 1 Owner’s Allowance NA $10,000.00

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 5/19) Project Name: Rose Lake Wildlife Area File No. 751/19255.KSZ

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

NONE

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

ATTACHMENT C

Bidder Question Answers

CLARIFICATIONS/ANSWERS TO BIDDER'S QUESTIONS

ROSE LAKE WILDLIFE AREA DEMOLITION, SELECT STRUCTURES

File No: 751/19255.KSZ

The following are answers or clarification to bidder’s questions. These are not changes to bid documents.

Q.1 Could we have copies off the drilling logs for the nearest water wells?

A.1 Well logs for the property from the State of Michigan website Wellogic are attached.

Q.2 There are numerous hidden pieces of debris, concrete, piping, etc. located on the Field Office property, between the main building and the pheasant coops. Are these expected to be removed and disposed of, including the fencing separating the coop area and the building?

A.2 Yes, all debris will need to be removed and disposed.

Q.3 Is MDOT roadside mix approved for final seeding?

A.3 Yes.

Q.4 The driveway and parking area around the Field Office is in pretty rough shape. Will it be necessary to repave the areas that are damaged by tractor/trains used for debris removal?

A.4 No.

Q.5 Can you delay the date for quote submittal another week? In order to submit a complete and accurate bid it is necessary for subcontractors to give us their prices?

A.5 No, bid due date remains.

Q.6 Does the septic tank removal include drain fields?

A.6 Drain fields removal and disposal not required.

Q.7 Can you confirm that all utilities are disconnected prior to on-site services by the contractor?

A.7 Yes.

Q.8 Pay Item 3 states that refrigerants are the contractors responsibility. However, I believe it was stated during the pre-bid mtg. that the DNR had taken care of this. True or not?

A.8 The DNR has removed the refrigerants from all units at the field office.

Water Well And Pump Record Completion is required under authority of Part 127 Act 368 PA 1978.

Failure to comply is a misdemeanor.Import ID:

Tax No: Permit No: County: Clinton Township: Bath

Well ID: 19000003579 Elevation: 850 ft.

Latitude: 42.79819

Longitude: -84.39286

Method of Collection: GPS Std Positioning Svc SA Off

Source ID/Well No:

WSSN:

2024119

Section:

Well Status:

Active

Town/Range:

05N 01W

Distance and Direction from Road Intersection:

0.25 mile east of Upton rd on Stoll Rd on south side 300' off rd

Well Owner: Dept of Natural Reaources Well Address:

Stoll Rd East Lansing, MI

Owner Address:

Stoll Rd East Lansing, MI

Drilling Machine Operator Name:

Employment: Employee

Drilling Method: Rotary Well Depth: 260.00 ft. Well Use: Type II public Well Type: Unknown Date Completed: 8/3/1977

Pump Installed: Yes Pump Installation Only: No Pump Installation Date: HP: 1.50 Manufacturer: Other Pump Type: Submersible Model Number: Pump Capacity: 50 GPM Drop Pipe Length: 0.00 ft.

Drilling Record ID:Drop Pipe Diameter:

Pump Voltage:

Draw Down Seal Used: No Pressure Tank Installed: No Pressure Relief Valve Installed: No

Casing Joint: Threaded & coupled

Diameter: 4.00 in. to 155.00 ft. depth

4.00 in. to 105.00 ft. depth

Borehole: 4.00 in. to

Casing Type: Unknown Height:

Casing Fitting: Drive shoe

Geology Remarks:

Formation Description Thickness Depth to Bottom

Brown Sand & Gravel 20.00 20.00 Gray Gravel 20.00 40.00 Gravel W/Clay 40.00 80.00 Clay 20.00 100.00 Clay & Gravel 10.00 110.00 Clay 20.00 130.00 Shale W/Clay 15.00 145.00 Shale 10.00 155.00 Shale W/Stones 30.00 185.00 Sandstone 25.00 210.00 Shale 20.00 230.00 Stones 30.00 260.00

Static Water Level: 25.00 ft. Below Grade Well Yield Test:

Pumping level 65.00 ft. after 4.00 hrs. at 30 GPM

0.50 hrs. at 50 GPM

Yield Test Method: Air

Well Grouted: Yes Grouting Material Unknown

Bags Additives Depth

0.00 0.00 ft. to 155.00 ft.Unknown

Grouting Method: Unknown

Wellhead Completion: Pitless adapter, Other

Screen Installed: No Intake: Bedrock Well

Type None

Nearest Source of Possible Contamination:

Distance Direction

Abandoned Well Plugged: No

Reason Not Plugged:

Contractor Type: Water Well Drilling Contractor

Business Address: Holt

Reg No: 33-0050 Business Name: Klienfelt Drilling Co

Water Well Contractor's Certification This well was drilled under my supervision and this report is true to the best of my knowledge and belief.

Signature of Registered Contractor Date

EQP-2017 (4/2010) LHD 6/18/2003 4:07 PMPage 1 of 1

Other Remarks: Pump Manufacturer:Unknown General Remarks:

Water Well And Pump Record Completion is required under authority of Part 127 Act 368 PA 1978.

Failure to comply is a misdemeanor.Import ID:

Tax No: Permit No: County: Clinton Township: Bath

Well ID: 19000003580 Elevation: 850 ft.

Latitude: 42.79792

Longitude: -84.39234

Method of Collection: GPS Std Positioning Svc SA Off

Source ID/Well No:

WSSN:

2024119

Section:

Well Status:

Active

Town/Range:

05N 01W

Distance and Direction from Road Intersection:

0.25 mile east of upton rd on stoll rd on south side 300' off rd

Well Owner: Department Of Natural Resource Well Address:

Stoll Rd East Lansing, MI

Owner Address:

Stoll Rd East Lansing, MI

Drilling Machine Operator Name:

Employment: Employee

Drilling Method: Rotary Well Depth: 260.00 ft. Well Use: Type II public Well Type: Unknown Date Completed: 8/3/1977

Pump Installed: Yes Pump Installation Only: No Pump Installation Date: HP: 1.50 Manufacturer: Red Jacket Pump Type: Submersible Model Number: 11CC Pump Capacity: 30 GPM Drop Pipe Length: 90.00 ft.

Drilling Record ID:Drop Pipe Diameter:

Pump Voltage:

Draw Down Seal Used: No Pressure Tank Installed: No Pressure Relief Valve Installed: No

Casing Joint: Threaded & coupled

Diameter: 4.00 in. to 155.00 ft. depth

4.00 in. to 105.00 ft. depth

Borehole: 4.00 in. to

Casing Type: Unknown Height:

Casing Fitting: Drive shoe

Geology Remarks:

Formation Description Thickness Depth to Bottom

Brown Sand & Gravel 20.00 20.00 Gray Gravel 20.00 40.00 Gravel W/Clay 40.00 80.00 Clay 20.00 100.00 Clay & Gravel 10.00 110.00 Clay 20.00 130.00 Shale W/Clay 15.00 145.00 Shale 10.00 155.00 Shale W/Stones 30.00 185.00 Sandstone 25.00 210.00 Shale 20.00 230.00 Stones 30.00 260.00

Static Water Level: 25.00 ft. Below Grade Well Yield Test:

Pumping level 65.00 ft. after 4.00 hrs. at 30 GPM

0.50 hrs. at 50 GPM

Yield Test Method: Air

Well Grouted: Yes Grouting Material Other

Bags Additives Depth

0.00 0.00 ft. to 155.00 ft.Unknown

Grouting Method: Unknown

Wellhead Completion: Pitless adapter, Other

Screen Installed: No Intake: Bedrock Well

Type None None

Nearest Source of Possible Contamination:

Distance Direction

Abandoned Well Plugged: No

Reason Not Plugged:

Contractor Type: Water Well Drilling Contractor

Business Address: Holt

Reg No: 33-0050 Business Name: Lenon

Water Well Contractor's Certification This well was drilled under my supervision and this report is true to the best of my knowledge and belief.

Signature of Registered Contractor Date

EQP-2017 (4/2010) LHD 6/18/2003 4:27 PMPage 1 of 1

Other Remarks: Grouting Material 1:bentonite General Remarks: