County Road Commissioners

BOARD OF

County Road Commissioners HOUGHTON COUNTY

WILLIAM H. SILER, Chairman 20140 Gagnon Circle, M-26, Ripley KEVIN P. HARJU, P.E.

Torch Lake Township P.O. Box 269 County Highway Engineer GENE LONDO, Vice Chairman Hancock, MI 49930 ROBERT P. TARVIS

Calumet Township Office ● 1-906-482-3600 Office Manager

PETER TOROLA, Member Fax ● 1-906-482-9600 Chassell Township Web ● www.houghtoncountyroads.org

February 4, 2021

BID NOTICE

2021 FLOOD REPAIR IN OSCEOLA, FRANKLIN, TORCH LAKE AND

STANTON TOWNSHIPS. HMA SURFACING IN CALUMET TOWNSHIP.

HOUGHTON COUNTY BOARD OF ROAD COMMISSIONERS

Sealed bids will be received by the Houghton County Road Commission at their office at 20140 Gagnon

Circle, Hancock, Michigan 49930 until 10:00 a.m. Eastern Standard Time on Thursday, February 25,

2021. The bids will be publicly opened and read aloud at this time.

Bid documents can be obtained by request from the Houghton County Road Commission, 20140

Gagnon Circle, P.O. Box 269, Hancock, Michigan 49930, (906)482-3600 or by emailing

[email protected].

All proposals INCLUDING ALL BID DOCUMENTS should be submitted in a sealed, plainly marked

envelope at the time and place stipulated above; and at which time will be publicly opened and read aloud.

The Houghton County Board of Road Commissioners reserves the right to reject any or all bids, to waive

any irregularities in any bid, or to accept any bid or part of bid they deem most advantageous to the

Houghton County Road Commission. An affirmative minority business enterprise opportunity purchaser.

The Houghton County Board of Road Commissioners is a Tax Exempt governmental unit no. 38-2345220.

HOUGHTON COUNTY BOARD

OF ROAD COMMISSIONERS

William Siler, Chairman

Gene Londo, Vice Chairman

Peter Torola, Member

-1-




Due Thursday February 25th, 2021 at 10:00 AM.

To the HOUGHTON COUNTY ROAD COMMISSION

The undersigned has examined the plans, specifications and the location of the work described herein and

is fully informed as to the nature of the work and the conditions relating to its performance and

understands that the quantities shown are approximate only and are subject to either increase or decrease

without an adjustment in unit prices.

The undersigned hereby proposes to furnish all necessary machinery, tools, apparatus and other means of

construction, do all the work, furnish all the materials except as otherwise specified herein; and, for each

unit price, lump sum, or one each named in the itemized bid, to complete the work herein described in

strict accordance with the plans therefore and in strict conformity with the requirements of the 2012

Standard Specifications for Highway Construction, Michigan Department of Transportation and such

other special provisions and supplemental specifications as may be a part of this proposal.

The undersigned further proposes to do such extra work as may be authorized by the Commission, prices

for which are not included in the itemized bid. Compensation shall be made on the basis agreed upon

before such extra work is begun.

Individual unit prices will be paid for each project location. Contractors are strongly encouraged to visit

each project site prior to bidding. Please include all sheets contained in this proposal with your bid.

THE UNDERSIGNED UNDERSTANDS AND AGREES THAT THE COMMISSION RESERVES THE

RIGHT TO REJECT ANY AND ALL PROPOSALS AND NO CONTRACTUAL RELATIONSHIP

SHALL EXIST BETWEEN THE UNDERSIGNED AND THE COMMISSION FOR THE WORK

DESCRIBED HEREIN UNTIL SUCH TIME AS CONTRACT DOCUMENT HAS BEEN FORMALLY

EXECUTED BY BOTH THE UNDERSIGNED AND THE COMMISSION.

Complete Company Name ____________________

__________________________________________

Notice to Bidders

2012 MDOT Standard Signed by _________________________________

Specifications for

Construction will apply Title _____________________________________

Address __________________________________

Phone ____________________________________

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SPECIAL PROVISIONS

CONTRACT BOND

The determined lowest bidder shall furnish satisfactory performance and lien bonds each in the amount of

not less than 100 percent of the total contract price and a bid bond of 5% of the bid amount. Such bonds

shall be submitted by the Contractor and shall meet the requirements of the Commission; including, but

not limited to, those pertaining to Powers of Attorney and Endorsement, and the requirements specified in

the laws of Michigan.

NON-FEDERAL ENTITY CONTRACTS UNDER FEDERAL AWARDS

The determined low bidder must agree to the attached applicable Contract provisions for non-Federal

Entity Contracts Under Federal Awards (14 pages) and will be considered part of the contract. All

language that applies shall be considered part of the contract. Please note on pages 10 and 11 that you will

need to send us a letter certifying that you did not lobby for the project. You can use the language

provided in this document.

INSURANCE

The contractor, prior to execution of the contract, shall file with the Commission, a Certificate or

Certificates of Insurance, in the form satisfactory to the Commission, showing that he has complied with

the insurance requirements set forth in Section 1.07.10 of the 2012 MDOT Standard Specifications for

Construction.

The Contractor shall provide for and in behalf of the road commission, its employees, and all agencies

specifically named below and as their interests may appear, Owner’s Protective Public Liability Insurance.

Such insurance shall provide coverage and limits the same as the Contractor’s Public Liability Insurance.

The agencies are the Houghton County Board of Road Commissioners and the Houghton County Road

Commission.

PROGRESS SCHEDULE

The starting date, contract time, or completion date for these projects may be adjusted upon the receipt of

satisfactory documented evidence that unforeseen delayed delivery of critical materials will prevent the

orderly prosecution of the work.

MAINTAINING TRAFFIC

General: Traffic shall be maintained at all times during construction in accordance with the 2012 MDOT

Standard Specifications for Construction and the 2005 Michigan Manual for Uniform Traffic Control

Devices (MMUTCD). Streets can be closed to thru traffic while under construction by placing two (2)

Type III Barricades with a 48”x30” ROAD CLOSED sign on one of them at each end of that street. The

Contractor shall work with residents who live within the project limits to maintain access to their homes.

Construction Influence Area (C.I.A.): The Construction Influence Area (C.I.A.) shall consist of the width

of proposed right-of-way from the project point of beginning to the point of ending and a sufficient

distance each direction of the project to warn motorists of the construction ahead.

-3-

Traffic Control Devices: All signs, barricades, and other traffic control devices shall be in accordance

with the 2005 Michigan Manual of Uniform Traffic control Devices. Signs including posts or movable

frames; Channeling Devices; and Drums shall be utilized as needed or as approved by the Engineer.

Construction Methods: At all times the Contractor shall provide local traffic with reasonable access and

reasonable facilities to property along the project by temporary roadways, or other means approved by the

Engineer.

Unless otherwise provided, mobilization, road maintenance, maintaining traffic, minor traffic devices,

temporary signs and flag control will be incidental to the contract.

TAXES

The Contractor shall include and be deemed to have included in his bid and contract price all Michigan

Sales and use taxes currently imposed by legislative enactment and as administered by the Michigan

Department of Treasury, Revenue Bureau on the bid date.




Due Thursday February 25th, 2021 at 10:00 AM.

Calumet Township Paving Project $_____________________._____

Osceola Township Flood Repair Project $_____________________._____

Franklin Township Flood Repair Project $_____________________._____

Torch Lake Township Flood Repair Project $_____________________._____

Stanton Township Flood Repair Project $_____________________._____

Total Bid* $_____________________._____

*Contract will be awarded on this amount.

The undersigned hereby agrees to furnish labor, materials and equipment in accordance with the above

specifications.

SIGNATOR _____________________________ WITNESS______________________________

TITLE _____________________________ DATE______________________________

DATE_____________________________

09/30/14 HOUGHTON COUNTY ROAD COMMISSION

General Specifications for Purchasing of

Road Materials, Supplies, Equipment and Vehicles

1. THE ENTIRE BID DOCUMENT PACKAGE, INCLUDING THE NOTICE TO BID, SPECIFICATIONSAND ADDENDA SHALL BE RETURNED AND SIGNED WITH ANY BID PROPOSAL SUBMITTEDTO THE ROAD COMMISSION. ANY INCOMPLETE BID PROPOSAL SHALL BE REJECTED.

2. The Houghton County Board of Road Commissioners reserves the right to reject any or all bids, or to waive irregularities and to accept the proposal that in the opinion of the board is in the best interest and to the best advantage of the Board of County Road Commissioners of Houghton County, Michigan.

3. The Houghton County Board of Road Commissioners reserves the right to adjust quantities as it deems necessary. All bid quantities are approximate and are subject to change. Materials will not be purchased in less than truckload lots unless specified otherwise in individual proposal specifications, and/or supplier agrees to part load delivery.

4. The Houghton County Board of Road Commissioners reserves the right to extend the bid unit prices beyond the year specified when it is in the best interest and to the advantage of the Road Commission, but only by written, mutual consent of the Road Commission and the Contractor or Supplier who submitted the original low, qualified and acceptable bid.

5. All items shall be bid as delivered to the Houghton County Road Commission yard, Ripley, Michigan, unless specified otherwise in individual proposal specifications.

6. All applicable materials shall meet Michigan Department of Transportation, 2012 Standard Specifications for Construction and shall be tested and/or certified according to these standards, unless otherwise specified in individual proposal specifications.

7. All equipment and/or vehicles shall conform to all applicable Federal, State and Local safety standards.

8. All bids shall be submitted in a sealed envelope, on Houghton County Road Commission bid sheets, and clearly marked as to the date of the opening and identification number of item being bid.

9. Bids shall remain firm for at least 30 days.

10. Bids for all purchases shall be stated on the basis of payment as net 30 days after receipt of services or products, unless stated otherwise in individual specifications.

11. All suppliers shall make a hazard determination for the materials or products they are furnished. For those applicable materials, a Material Safety Data Sheet (MSDS) shall be provided to the Houghton County Board of Road Commissioners according to Act No. 80 PA of 1986, the Amendment to Act No. 154 PA of 1974, also known as the Michigan Right to Know Law.

12. A Supplier of equipment or materials for purchase by Houghton County Board of Road Commissioners should carry Product Liability Insurance, where applicable, within reasonable limits for that product. The inclusion of a Certificate of Coverage with the bid proposal may be considered as preferable purchase over a bid proposal which is submitted without such certificate or proof of insurance.

GENERAL PLAN NOTES

UNDERGROUND UTILITIES

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE

WITH PUBLIC ACT 174 of 2013, THE CONTRACTOR SHALL DIAL 1-800-482-

7171 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING

SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH

EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN

PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED.

THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF

NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE “MISS

DIG” ALERT SYSTEM.

MONUMENT BOXES

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY

MONUMENT BOXES THAT ARE FOUND THAT ARE NOT REFERENCED IN THE

PLANS.

VEHICLES AND EQUIPMENT STORAGE

THE CONTRACTOR SHALL NOT PARK ANY VEHICLES NOR STORE ANY

MATERIALS ON PUBLIC RECREATION PROPERTY. ACCESS TO

RESIDENTIAL AND BUSINESS DRIVES SHALL BE MAINTAINED AT ALL

TIMES.

PERMANENT SIGNS AND MAILBOXES

ANY PERMANENT SIGNS OR MAILBOXES REQUIRING TEMPORARY

RELOCATION DUE TO CONTRACTOR OPERATIONS SHALL BE REMOVED

AND RESET BY THE CONTRACTOR AT LOCATIONS DESIGNATED BY THE

ENGINEER. THE COST OF THIS WORK SHALL BE BORNE BY THE

CONTRACTOR.

NOTES APPLYING TO STANDARD PLANS

WHERE THE FOLLOWING ITEMS ARE CALLED FOR, THEY ARE TO BE

CONSTRUCTED ACCORDING TO THE MDOT STANDARD PLAN GIVEN BELOW

OPPOSITE EACH ITEM UNLESS OTHERWISE INDICATED.

ROAD STANDARD PLANS

GRANULAR BLANKET, UNDERDRAINS, OUITLET ENDINGS

FOR UNDERDRAINS, AND SEWER BULKHEADS R-80-E

BEDDING AND FILLING AROUND PIPE CULVERTS R-82-D

UTILITY TRENCHES R-83-C

PRECAST CONCRETE END SECTION FOR PIPE CULVERT R-86-F

SEEDING AND TREE PLANTING R-100-H

SUPERELEVATION AND PAVEMENT CROWNS R-107-H

TRAFFIC & SAFETY STANDARD PLANS

TEMPORARY TRAFFIC CONTROL DEVICES WZD-125-E*

* SPECIAL DETAIL



Progress Clause

HCRC:JDC 1 of 1 1/13/21

Start work within ten (10) days after receiving Notice of Award of Contract, or on the date agreed

upon with the Engineer.

All Projects shall be completed in their entirety on or before August 27th, 2021.

The Engineer will arrange the time and place for the preconstruction meeting after contract award.

Liquidated Damages shall be assessed in accordance with Section 108.10 of the 2012 Standard

Specifications for Construction.

UTILITY COORDINATION

The Contractor shall cooperate and coordinate construction activities with the owners of

utilities as stated in Section 104.08 of the 2012 MDOT Standard Specifications for

Construction. In addition, for the protection of underground utilities, the Contractor shall

follow the requirements in Section 107.12 of the 2012 MDOT Standard Specifications for

Construction. Contractor delay claims, resulting from a utility, will be determined based

upon Section 108.09 of the 2012 MDOT Standard Specifications for Construction.

For protection of underground utilities and in conformance with Public Act 174 of 2013,

the Contractor shall dial 1-800-482-7171 a minimum of three full working days,

excluding Saturdays, Sundays, and holidays prior to beginning each excavation in areas

where public utilities have not been previously located. Members will thus be routinely

notified. This does not relieve the Contractor of the responsibility of notifying utility

owners who may not be part of the “MISS DIG” alert system.

HOUGHTON COUNTY ROAD COMMISSION

SPECIAL PROVISION

FOR

HMA APPLICATION

HCRC:JDC 1 of 1 1-12-21

a. Description. This work shall be done in accordance with the requirements of Section 501 of the 2012

Michigan Department of Transportation Standard Specifications for Construction, except as specified

herein.

b. Construction Methods. Testing will be at the discretion of the Engineer. Pavement in-place density

acceptance testing will be completed by the Engineer.

c. Materials. For single course project sites, the HMA, 4E1 shall have a yield of 275 lbs per square yard

per the typical cross sections.

For two course project sites, the HMA, LVSP (base course) shall have a yield of 165 lbs per square yard

and the HMA, 5E1 (top course) shall have a yield of 165 lbs per square yard per the typical cross sections.

Due to the low production nature of this project, HMA Approach will not be paid for separately.

Asphalt cement for the mixtures shall be 58-34 performance grade with 3% air voids.

The top course of HMA pavement shall have a minimum AWI of 220.

d. Measurement and Payment. Measurement and Payment shall be at the contract unit price per ton

paid for as HMA, 4E1, HMA, LVSP or HMA, 5E1.

CALUMET TOWNSHIP ROAD PROJECT

This project is made up of paving at 8 different sites in Calumet Township in Houghton

County as described within this Log. At the locations listed in this log, maintain traffic with

Temporary signs and traffic regulator control and perform the work as described. This work

shall include paving on an aggregate base prepared by the Houghton County Road Commission.

Due to the low production nature of this project, HMA Approach will not be paid for separately.

All work and materials used on this project shall conform to the requirements of the MDOT 2012

Standard Specifications, Special Provisions, and Supplemental Specifications of this proposal.

Site CT-1 Ridge Street in Swedetown

The project site is located on Ridge Street from Osceola Road 1,150’ westerly. The project

consists of paving 18’ wide @ 275 #/syd on the existing aggregate base.

Quantities

HMA, 4E1 376 Ton

Curb, Sloped, HMA 545 Ft

________________________________________________________________________

Site CT-2 Fir Street in Swedetown

The project site is located on Fir Street from Ridge Street to Tunnel Street and is approximately

300’ in length. The project consists of paving 18’ wide @ 275 #/syd on the existing aggregate

base.

Quantities

HMA, 4E1 83 Ton

________________________________________________________________________

Site CT-3 Ski/Bridge Street in Swedetown

The project site is located on Ski/Bridge Street from Tunnel Street 750’ westerly. The project


Quantities

HMA, 4E1 267 Ton

________________________________________________________________________

Site CT-4 Tunnel Street in Swedetown

The project site is located on Tunnel Street from Osceola Road 60’ westerly. The project


Quantities

HMA, 4E1 44 Ton

________________________________________________________________________

Site CT-5 South Calumet/Allouez Street in Florida Location

The project site is located on South Calumet Street from M-26 to the dead end and is

approximately 1,175’ in length. The project consists of paving 20’ wide @ 275 #/syd on the

existing aggregate base.

Quantities

HMA, 4E1 380 Ton

________________________________________________________________________

Site CT-6 Atlantic Street in Florida Location

The project site is located on Atlantic Street from M-26 to Hancock Street and is approximately


base.

Quantities

HMA, 4E1 267 Ton

________________________________________________________________________

Site CT-7 Franklin Street in Florida Location

The project site is located on Franklin Street from M-26 to Hancock Street and is approximately


base.

Quantities

HMA, 4E1 303 Ton

________________________________________________________________________

Site CT-8 Hancock Street in Florida Location

The project site is located on Hancock Street from Atlantic Street to South Calumet Street and is

approximately 1,325’ in length. The project consists of paving 20’ wide @ 275 #/syd on the

existing aggregate base.

Quantities

HMA, 4E1 405 Ton

Calumet Township Paving Projects Bid Sheet

Unit Price Total Price

1. 5010050 HMA, 4E1 2,125 Ton ___________ ____________

2. 8050010 Curb, Sloped, HMA 545 Ft ___________ ____________

Total =__________________________________

2021 Osceola Township Flood Repair Project

This project is made up of work at 1 site in Osceola Township in Houghton County as

described within this Log. At the location listed in this log, maintain traffic with temporary

signs and traffic regulator control and perform the work as described. All work and materials

used on this project shall conform to the requirements of the MDOT 2012 Standard

Specifications, Special Provisions, and Supplemental Specifications of this proposal.

Site OT-1 (PW152) Woodside Lane Osceola Township

The project site is located on Woodside Lane from M-26 southerly 2,600’. The project consists

of crushing and shaping the existing HMA (22’ pay width), HMA paving (20’ wide @ 275

#/syd) and placing 2.5’ aggregate shoulders.

Quantities

HMA Base Crushing and Shaping 6,356 Syd

Shoulder, Cl II 236 Ton

HMA, 4E1 795 Ton

*Do not pulverize over concrete box culvert due to shallow joint ties.

2021 Osceola Township Flood Repair Project Bid Sheet


1. 3050002 HMA Base Crushing and Shaping 6,356 Ton ___________ ___________

2. 3070121 Shoulder, Cl II 236 Ton ___________ ____________

3. 5010050 HMA, 4E1 795 Ton ___________ ____________

Total =__________________________________

2021 Franklin Township Flood Repair Project

This project is made up of work at 6 different sites in Franklin Township in Houghton County as

described within this Log. At the locations listed in this log, maintain traffic with temporary




Franklin Township Sites

Site FT-1 (PW118) Goat Hill Road Franklin Township

The project site is located on Goat Hill Road from M-26 northerly 805’. The project consists of

removing sediment and debris from the ditches on both sides of the road (paid for as Excavation,

Earth) and placing riprap. The project also consists of placing 50’ of 18” corrugated metal pipe

beneath Goat Hill Road and 364’ of 6” underdrain along the shoulder of the road. The project

also includes for a length of 696’of removing the existing HMA (14’ pay width), excavating 18”

of the existing base (20’ pay width), placing 12” of subbase (20’ pay width), placing 6” of

aggregate base (20’ pay width), HMA paving (16’ wide @ 330 #/syd), HMA curb and 2’

aggregate shoulders.

Quantities

Culv, Rem, Less than 24 inch 1 Ea

Excavation, Earth 1,484* Cyd

Subbase, CIP 516 Cyd

Aggregate Base 505 Ton


Culv, Cl A, CSP, 18 inch 50 Ft

Underdrain, Subbase, 6 inch 364 Ft

HMA Surface, Rem 1,083 Syd

HMA, 5E1 123 Ton

HMA, LVSP 123 Ton

Curb Sloped, HMA 1,392 Ft

Riprap, Plain 1,416 Syd

* Approximately 710 Cyd is for reestablishing the ditches.

________________________________________________________________________

Site FT-2 (PW111) Military Road Franklin Township

The project site is located on Military Road from M-26 northerly 545’ to the dead end. The

project consists of placing 40’ of 15” corrugated metal pipe at one location and placing 50’ of

15” corrugated metal pipe at a second location. The project also includes removing the existing

HMA (12’-20’ pay width), excavating 18” of the existing base (16’-24’ pay width), placing 12”

of subbase (16’-24’ pay width), placing 6” of aggregate base (16’-24’ pay width), HMA paving

(12’-20’ wide @ 330 #/syd) and 2’ aggregate shoulders.

Quantities


Excavation, Earth 658 Cyd






HMA, 5E1 100 Ton

HMA, LVSP 100 Ton

_______________________________________________________________________

Site FT-3 (PW104) North Royce Road Franklin Township

The project site is located on North Royce Road from M-26 to the dead end. The project is 767’

in length and consists of removing the existing HMA (16-22’ pay width), excavating 18” of the

existing base (22-28’ pay width), placing 12” of subbase (22-28’ pay width), placing 6” of

aggregate base (22-28’ pay width), HMA paving (16-22’ wide @ 330 #/syd), HMA curb and 1’


Quantities

Excavation, Earth 1,127 Cyd




Dr Structure, Tap, 6 inch 2 Ea

Underdrain, Subbase, 6 inch 1,534 Ft


HMA, 5E1 157 Ton

HMA, LVSP 157 Ton

Curb Sloped, HMA 844 Ft

Slope Restoration, Type A 682 Syd

________________________________________________________________________

Site FT-4 (PW134) Roosevelt Road Franklin Township

The project site is located on Roosevelt Road from White Street to McKinley Street. The

project is 1,423’ in length and consists of removing the existing HMA (18’ pay width),

excavating 18” of the existing base (22’ pay width), placing 12” of subbase (22’ pay width),

placing 6” of aggregate base (22’ pay width), HMA paving (18’ wide @ 330 #/syd), HMA curb

and 1’ aggregate shoulders. The project also consists of replacing 64’ of 18” concrete culvert

and end sections within this same section of road.

Quantities


Ditch Cleanout 1 Sta

Excavation, Earth 1,739 Cyd

Subbase, CIP 1,160 Cyd

Aggregate Base 1,179 Ton


Culv End Sect, Conc, 18 inch 2 Ea

Culv, Cl E, Conc, 18 inch 64 Ft


HMA, 5E1 268 Ton

HMA, LVSP 268 Ton

Curb Sloped, HMA 1,423 Ft


________________________________________________________________________

Site FT-5 (PW106) West 2nd Street in Ripley Franklin Township

The project site is located on West 2nd Street in Ripley from Maple Street 120’ easterly. The

project consists of removing and replacing a 24” culvert and also a section 120’ in length that

consists of removing the existing HMA (15’ pay width), excavating 18” of the existing base (21’

pay width), placing 12” of subbase (21’ pay width), placing 6” of aggregate base (21’ pay

width), HMA paving (15’ wide @ 330 #/syd) and 3’ aggregate shoulders.

Quantities



Subbase, CIP 94 Cyd




HMA Surface, Rem 307 Syd

HMA, 5E1 26 Ton

HMA, LVSP 26 Ton


________________________________________________________________________

Site FT-6 (PW134) East 2nd Street in Ripley Franklin Township

The project site is located on East 2nd Street in Ripley from the Ripley Creek project limit west

approximately 310’. The project consists of removing the existing HMA (22’ pay width),

excavating 18” of the existing base (28’ pay width), placing 12” of subbase (28’ pay width),

placing 6” of aggregate base (28’ pay width), HMA paving (22’ wide @ 330 #/syd) and 3’


Quantities






HMA, 5E1 63 Ton

HMA, LVSP 63 Ton

2021 Franklin Township Flood Repair Projects Bid Sheet


1. 2030001 Culv, Rem, Less than 24 inch 5 Ea ___________ ____________

2. 2050006 Ditch Cleanout 1 Sta ___________ ____________

3. 2050016 Excavation, Earth 5,631 Cyd ___________ ____________

4. 3010002 Subbase, CIP 3,282 Cyd ___________ ____________

5. 3020001 Aggregate Base 3,308 Ton ___________ ___________


7. 4010049 Culv End Sect, Conc, 18 inch 2 Ea ___________ ____________

8. 4010200 Culv, Cl A, CSP, 15 inch 90 Ft ___________ ____________



11. 4010575 Culv, Cl E, Conc, 18 inch 64 Ft ___________ ____________

12. 4030306 Dr Structure, Tap, 6 inch 2 Ea ___________ ____________

13. 4040063 Underdrain, Subbase, 6 inch 1,898 Ft ___________ ____________

14. 5010005 HMA Surface, Rem 8,078 Syd ___________ ____________

15. 5010057 HMA, 5E1 737 Ton ___________ ____________

16. 5010703 HMA, LVSP 737 Ton ___________ ____________

17. 8050010 Curb Sloped, HMA 3,659 Ft ___________ ____________

18. 8130010 Riprap, Plain 1,416 Syd ___________ ____________

19. 8160100 Slope Restoration, Type A 905 Syd ___________ ____________

Total =__________________________________

2021 Torch Lake Township Flood Repair Project

This project is made up of work at 3 different sites in Torch Lake Township in Houghton County

as described within this Log. At the locations listed in this log, maintain traffic with temporary




Torch Lake Township Sites

Site TL-1 (PW116) Senter Road Torch Lake Township

The project site is located on Senter Road approximately 800’ southeast of the Lower Point Mills

Road intersection. The project length is 200’ and consists of removing the existing HMA (20’

pay width), HMA paving (20’ wide @ 275 #/syd), 4’ aggregate shoulders and slope restoration.

Quantities



HMA, 4E1 62 Ton


________________________________________________________________________

Site TL-2 (PW127) Lower Point Mills Road #1 Torch Lake Township

The project site is located on Lower Point Mills Road approximately 200’ south of the Point

Mills Estates Road intersection. The project consists of removing the existing collapsed 69’ of

18” reinforced concrete culvert and placing 72’ of 48” reinforced concrete culvert and concrete

end sections. Place riprap at the outlet end of the culvert and restore all disturbed slopes. Patch

the crossing with 6” of aggregate base (30’ wide), HMA paving (22’ wide @ 275 #/syd) and 4’


Quantities

Culv, Rem, 24 inch to 48 inch 1 Ea

Erosion Control, Silt Fence 100 Ft






HMA, 4E1 14 Ton

Riprap, Plain, LM 50 Cyd


Site TL-3 (PW127) Lower Point Mills Road #2 Torch Lake Township

The project site is located on Lower Point Mills Road approximately 2.21 miles south of the

Upper Point Mills Road intersection. The project consists of removing the existing collapsed 48’

of 24” SLCPP and placing 48’ of 24” corrugated metal pipe. The site also includes removing

the existing HMA (22’ pay width) for a length of 220’, HMA paving (22’ wide @ 275 #/syd) and

4’ aggregate shoulders.

Quantities







HMA, 4E1 74 Ton


2021 Torch Lake Township Flood Repair Project Bid Sheet


1. 2030002 Culv, Rem, 24 inch to 48 inch 2 Ea ___________ ____________

2. 2080036 Erosion Control, Silt Fence 180 Ft ___________ ____________

3. 3020001 Aggregate Base 88 Ton ___________ ___________



6. 4010202 Culv, Cl A, CSP, 24 inch 48 Ft ___________ ___________

7. 4010580 Culv, Cl E, Conc, 48 inch 72 Ft ___________ ___________

8. 5010005 HMA Surface, Rem 1,081 Syd ___________ ____________

9. 5010050 HMA, 4E1 150 Ton ___________ ____________

10. 8130010 Riprap, Plain 50 Syd ___________ ____________

11. 8160100 Slope Restoration, Type A 979 Syd ___________ ____________

Total =__________________________________

2021 Stanton Township Flood Repair Project

This project is made up of work at 11 different sites in Stanton Township in Houghton County as

described within this Log. At the locations listed in this log, maintain traffic with temporary




Stanton Township Sites

Site ST-1 (PW105) Old Rink Road #1 Stanton Township

The project site is located on Old Rink Road between Misery Bay Road and North Road and will

include culvert replacement and ditch cleanout. The project consists of removing an existing

collapsed 50’ of 36” reinforced concrete culvert and placing 56’ of 60” reinforced concrete

culvert and concrete end sections. Restore all disturbed slopes and ditch cleanout areas and

patch the crossings with 6” of 23A (28’ wide).

Quantities


Ditch Cleanout 20 Sta


Aggregate Surface Cse 76 Ton



Slope Restoration, Type A 1,500 Syd

________________________________________________________________________

Site ST-2 (PW105) Old Rink Road #2 Stanton Township

The project site is located on Old Rink Road between Misery Bay Road and North Road and will

include culvert replacement. The project consists of removing an existing collapsed 50’ of 24”

CMP and placing 56’ of 48” reinforced concrete culvert and concrete end sections. Restore all

disturbed slopes and patch the crossings with 6” of 23A (28’ wide).

Quantities



Aggregate Surface Cse 76 Ton




Site ST-3 (PW138) Rauhala Road #1 Stanton Township

The project site is located on Rauhala Road approximately 0.23 mile north of Coles Creek Road.

The project is 75’ long and will consist of placing 3” of aggregate base on top of the existing

HMA (30’ pay width), crush and shape the existing HMA (24’ pay width), HMA paving (22’

wide @ 330#/syd) and 4’ aggregate shoulders.

Quantities


HMA Base Crushing and Shaping 200 Syd


HMA, 5E1 16 Ton

HMA, LVSP 16 Ton

________________________________________________________________________


The project site is located on Rauhala Road approximately 0.62 mile north of Coles Creek Road.




Quantities




HMA, 5E1 41 Ton

HMA, LVSP 41 Ton

________________________________________________________________________


The project site is located on Rauhala Road approximately 550’ north of Niemi Road. The

project is 1,100’ long and will consist of placing 3” of aggregate base on top of the existing



Quantities




HMA, 5E1 222 Ton

HMA, LVSP 222 Ton


The project site is located on Rauhala Road approximately 1,800’ north of Niemi Road. The

project will consist of replacing one lane of pavement 380’ in length and placing a 3’ aggregate

shoulder. The project consists of removing the existing HMA (11’ pay width), HMA paving

(11’ wide @ 330 #/syd) and 3’ aggregate shoulder.

Quantities



HMA, 5E1 39 Ton

HMA, LVSP 39 Ton

________________________________________________________________________


The project site is located on Rauhala Road approximately 0.53 mile north of Niemi Road. The

project is 450’ long and will consist of placing 3” of aggregate base on top of the existing HMA

(30’ pay width), crush and shape the existing HMA (24’ pay width), HMA paving (22’ wide @

330#/syd) and 4’ aggregate shoulders.

Quantities




HMA, 5E1 91 Ton

HMA, LVSP 91 Ton

________________________________________________________________________

Site ST-8 (PW138) Harma Road #1 Stanton Township

The project site is located on Harma Road approximately 0.74 mile north of Obenhoff Road.




Quantities




HMA, 5E1 81 Ton

HMA, LVSP 81 Ton


The project site is located on Harma Road approximately 0.93 mile north of Obenhoff Road.




Quantities




HMA, 5E1 13 Ton

HMA, LVSP 13 Ton

________________________________________________________________________

Site ST- 10 (PW138) Harma Road #3 Stanton Township

The project site is located on Harma Road approximately 400’ south of Walstrom Road. The

project will consist of replacing one lane of pavement 32’ in length and placing a 4’ aggregate

shoulder. The project consists of removing the existing HMA (11’ pay width), HMA paving

(11’ wide @ 330 #/syd) and 4’ aggregate shoulder.

Quantities



HMA, 5E1 4 Ton

HMA, LVSP 4 Ton

________________________________________________________________________


The project site is located on Harma Road approximately 400’ north of Walstrom Road. The

project is 75’ long and will consist of placing 3” of aggregate base on top of the existing HMA

(30’ pay width), crush and shape the existing HMA (24’ pay width), HMA paving (22’ wide @

330#/syd) and 4’ aggregate shoulders.

Quantities




HMA, 5E1 16 Ton

HMA, LVSP 16 Ton

2021 Stanton Township Flood Repair Project Bid Sheet


1. 2030002 Culv, Rem, 24 inch to 48 inch 2 Ea ___________ ____________

2. 2050006 Ditch Cleanout 20 Sta ___________ ____________

3. 2080036 Erosion Control, Silt Fence 300 Ft ___________ ____________

4. 3020001 Aggregate Base 1,286 Ton ___________ ___________

5. 3050002 HMA Base Crushing

and Shaping 6,295 Syd ___________ ___________

6. 3060006 Aggregate Surface Course 152 Ton ___________ ___________






12. 5010005 HMA Surface, Rem 505 Syd ___________ ____________

13. 5010057 HMA, 5E1 523 Ton ___________ ____________

14. 5010703 HMA, LVSP 523 Ton ___________ ____________

15. 8160100 Slope Restoration, Type A 2,333 Syd ___________ ____________

Total =__________________________________

County Road Commissioners

Documents