751_19152.JBB_Technical Specifications.pdf

PROJECT MANUAL

FORT WILKINS HISTORIC

STATE PARK WATER

SYSTEM UPGRADES

DEPARTMENT OF TECHNOLOGY,

MANAGEMENT AND BUDGET

DTMB FILE NO. 751/19152.JBB

PROJECT NO. 7136-19-0090

DATE: March 18, 2022

DTMB-0415 (R 11/19)

PROJECT ADVERTISEMENT

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN & CONSTRUCTION DIVISION

This form is required for the advertisement of all construction projects. (1984 PA 431)

TO:

DESIGN & CONSTRUCTION DIVISION

DATE

March 18, 2022

FROM:

DTMB/DNR

PROJECT MANAGER

Jeff Barsch

DTMB FILE NUMBER

751/19152.JBB

ACCOUNTING TEMPLATE

ADVERTISEMENT DATE

March 18, 2022

ELECTRONIC BID DUE DATE

Wednesday, April 20, 2022 @ 2:00 p.m., local time

PROJECT NAME AND LOCATION (INCLUDE STREET ADDRESS)

Fort Wilkins Historic State Park Water System Upgrades 15223 U.S. Highway 41 E Copper Harbor, MI 49918

WALK-THROUGH INSPECTION DATE, TIME, AND LOCATION

A mandatory prebid zoom conference will be held on Tuesday, March 29, 2022, at 9:00 a.m. Please e-mail Courtney Babcock at courtney.babcock@ohm-advisors.com to receive an invite to the meeting. Any contractor participating in the conference call needs to e-mail the company name, name of person attending and contact number to Courtney Babcock at courtney.babcock@ohm-advisors.com one day prior to the conference call. The contractor may visit the site in the afternoon on March 29th.

Mandatory Yes No NOTE: An individual is only permitted to represent one bidder at a mandatory walk-through.

DESCRIPTION OF WORK:

Remove and replace the water distribution piping that serves the East Campground toilet/shower buildings and exterior fountains, check-in/contact station, day use area toilets and exterior fountains, concessions building, the Park Headquarters, Shop, Manager’s Residence, Assistant Manager’s Residence, and Crew Quarters. Salvage/reinstall or replace exterior water jug fillers, drinking fountains, and combination fixtures. Remove and replace the service laterals that serve all of the buildings and fixtures in the distribution piping replacement areas. Replacement of the distribution system will include necessary valves, vaults, air injection ports, shutoffs, backflow preventors connections to existing piping, and rigid board insulation of the piping in the trench.

Two new wells were recently drilled near the Park Headquarters so this project will include installing pumps in them, a pressure tank for them in the shop, and connecting to the new Park Headquarters system. The crossings of US-41 and Fanny Hooe Creek will be abandoned to isolate the Headquarters as a standalone system.

It is to be assumed that a minimum of 2” x 2’ wide insulation is required along the entire length of waterlines that are open year round (due to depth) and areas where it is shallower will require 4” x 4’ or 6” x 4’ as shown in the typical details on the plans. Additions for these areas that require thicker insulation will be made with unit pricing provided with the bid. Some rock excavation will also be required. An allowance for an assumed quantity of 60 CY of rock excavation is to be included and additions or deducts from that allowance will be made with unit pricing provided with the bid. This rock excavation shall be performed on any portion of the line deemed necessary..

Directional boring of new lines in 2 locations is also required: under/into the East Campground Toilet/Shower Building and under/into the West Campground Toilet/Shower Building. The boring into the West T/S building is part of Alternate 1 as described below.

All the above work items shall include all necessary work associated with the replacements including demolitions, saw cutting, removal, disposal, excavation, backfill, restoration, patching, protection, traffic control, etc. Water service will need to be maintained to portions of the system, during construction, as detailed in the phasing plan. Work will not be allowed to start prior to August 1, 2022. Testing and disinfection of the new water system will also be required. Also, the Owner will be providing an Archaeological Professional to monitor work during excavation of two area of the new waterline and the contractor shall comply and coordinate with the requirements of that monitoring. Those sections of waterline are approximately between stations 2+50 to 7+50 (Day Use Path), 8+50 to 9+50 (Cemetery), 20+00 to 20+75 (Soldier's Quarters), and 32+30 to 34+10 (Range Lightkeepers).

Alternate 1 will be for all proposed work shown in the West Campground and Sanitation Station area. This includes removal and replacement of the water line between the West Campground Toilet/Shower building and the Sanitation/filling Station. It also installation of a new sanitary sewer system serving the Sanitation Station. This system consists of both gravity and force main sewer. The system requires a new grinder pump station, power to the station, a new manhole, and a new valve chamber. The complete Sanitation Station will be replaced including concrete, surrounding HMA, waterlines, RV filling station spigots, signage, and dump ports.

Please NOTE:

• Prebid walk thru will comply with all federal and state COVID19 requirements and guidelines, including, but not limited to, the most recent State of Michigan Executive Order, OSHA, MiOSHA, MDHSS, and CDC guidelines.

mailto:courtney.babcock@ohm-advisors.com mailto:courtney.babcock@ohm-advisors.com

• All Bid Attachments MUST be uploaded to SIGMA VSS.

• Please remember that individual attachments can be no larger than 6 mb

• If you experience issues or have questions regarding your electronic submission, bidders must contact the SIGMA Help Desk for assistance. Bidders can contact the Help Desk by calling 888-734-9749 or emailing sigma-procurement-helpdesk@michigan.gov or sigma-vendor@michigan.gov

• Bidders are reminded to keep our office apprised of SIGMA VSS issues and to include your SIGMA ticket number when communicating with our office. Emailed submissions will need prior DCD approval and will be handled on a case by case basis.

Approved emailed submissions MUST be received prior to the 2:00 p.m. deadline to be considered.

5% Bid Security:

Required

Not Required

NIGP CODES: 90976, 91200, 91216, 91360, 91392, 98863

ACCEPTING QUESTIONS UNTIL: 12:00 p.m. on Wednesday, April 13, 2022.

Documents may be obtained from:

https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService

PSC/Agency: OHM Advisors

Address: 424 Hancock Street, Hancock, MI 49930

Phone: (906) 482-0535

Email: deana.wuori@ohm-advisors.com

Fax: (906) 482-6453

Approved by:

mailto:sigma-procurement-helpdesk@michigan.gov mailto:sigma-procurement-helpdesk@michigan.gov mailto:sigma-vendor@michigan.gov mailto:deana.wuori@ohm-advisors.com

Bidding and Contract Document (R 02/22) Fort Wilkins Historic State Park File No. 751/19152.JBB Water System Upgrades

State of Michigan Department of Technology, Management and Budget

State Facilities Administration Design and Construction Division

DCSPEC

Bidding and Contract Document Minor Projects

File No. 751/19152.JBB

DTMB/DNR

Fort Wilkins Historic State Park

Copper Harbor, MI

March 18, 2022

DTMB-0401D (R 03/21)

BID SUMMARY

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

3111 W. St. Joseph Street Lansing, Michigan 48917

Bids must be submitted electronically through the SIGMA VSS website at

FILE NUMBER

751/19152.JBB

INDEX NUMBER

135510

DEPARTMENT/AGENCY

DTMB/DNR

CONTRACT TIME(S)

Substantial Completion: November 10, 2022 Final Completion: May 19, 2023

PROJECT NAME

Fort Wilkins Historic State Park Water System Upgrades

LOCATION

Copper Harbor, MI

BID OPENING DATE

Wednesday, April 20, 2022 at 2:00 pm ET

FOR AN EXAMINATION OF THE SITE CONTACT:

Attend Mandatory Prebid Meeting

SEE SECTION 00100 INSTRUCTIONS TO BIDDERS AND SECTION 00700 GENERAL CONDITIONS PROVIDED WITH THE BIDDING DOCUMENTS.

BID: WE PROPOSE TO FURNISH, PERFORM AND COMPLETE THE ENTIRE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN

CONSIDERATION OF THE BID PRICE (S) STATED BELOW.

FIRM NAME AND COMPLETE ADDRESS TELEPHONE NUMBER and E-MAIL ADDRESS

□ Qualified Disabled Veteran

SIGMA VENDOR NUMBER

(protected information required for processing payments)

BIDDER'S SIGNATURE AND TITLE DATE

WITNESS' SIGNATURE DATE

By signing this bid above, bidder certifies their enclosed Qualified Disabled Veteran and Michigan-Based Business Certifications.

BASE BID FROM BID SCHEDULE (Include specified Allowances):

____________________________________________________________________________Dollars $____________________ (use words) (in figures)

Alternate1: (Add/Subtract) ______________________________________________________ Dollars $ ____________________ (use words) (in figures)

A PERFORMANCE BOND AND A PAYMENT BOND ARE REQUIRED FOR ALL BIDS OVER $50,000.00. EACH BID MUST BE ACCOMPANIED BY A FIVE (5) PERCENT BID GUARANTEE. BUILDERS RISK INSURANCE IS REQUIRED TO BE PROVIDED BY THE

CONTRACTOR UNLESS OTHERWISE INDICATED IN THE BID DOCUMENTS.

BIDDERS ARE ALSO CAUTIONED TO FAMILIARIZE THEMSELVES WITH ALL OF THE OTHER CONDITIONS OF THE CONTRACT.

Project Scope of Work:

Remove and replace the water distribution piping that serves the East Campground toilet/shower buildings and exterior fountains, check-in/contact station, day use area toilets and exterior fountains, concessions building, the Park Headquarters, Shop, Manager’s Residence, Assistant Manager’s Residence, and Crew Quarters. Salvage/reinstall or replace exterior water jug fillers, drinking fountains, and combination fixtures. Remove and replace the service laterals that serve all of the buildings and fixtures in the distribution piping replacement areas. Replacement of the distribution system will include necessary valves, vaults, air injection ports, shutoffs, backflow preventors connections to existing piping, and rigid board insulation of the piping in the trench.

Two new wells were recently drilled near the Park Headquarters so this project will include installing pumps in them, a pressure tank for them in the shop, and connecting to the new Park Headquarters system. The crossings of US-41 and Fanny Hooe Creek will be abandoned to isolate the Headquarters as a standalone system.

It is to be assumed that a minimum of 2” x 2’ wide insulation is required along the entire length of waterlines that are open year round (due to depth) and areas where it is shallower will require 4” x 4’ or 6” x 4’ as shown in the typical details on the plans. Additions for these areas that require thicker insulation will be made with unit pricing provided with the bid. Some rock excavation will also be required. An allowance for an assumed quantity of 60 CY of rock excavation is to be included and additions or deducts from that allowance will be made with unit pricing provided with the bid. This rock excavation shall be performed on any portion of the line deemed necessary.. Directional boring of new lines in 2 locations is also required: under/into the East Campground Toilet/Shower Building and under/into the West Campground Toilet/Shower Building. The boring into the West T/S building is part of Alternate 1 as described below.

All the above work items shall include all necessary work associated with the replacements including demolitions, saw cutting, removal, disposal, excavation, backfill, restoration, patching, protection, traffic control, etc. Water service will need to be maintained to portions of the system, during construction, as detailed in the phasing plan. Work will not be allowed to start prior to August 1, 2022. Testing and disinfection of the new water system will also be required. Also, the Owner will be providing an Archaeological Professional to monitor work during excavation of two area of the new waterline and the contractor shall comply and coordinate with the requirements of that monitoring. Those sections of waterline are approximately between stations 2+50 to 7+50 (Day Use Path), 8+50 to 9+50 (Cemetery), 20+00 to 20+75 (Soldier's Quarters), and 32+30 to 34+10 (Range Lightkeepers).

Alternate 1 will be for all proposed work shown in the West Campground and Sanitation Station area. This includes removal and replacement of the water line between the West Campground Toilet/Shower building and the Sanitation/filling Station.

It also installation of a new sanitary sewer system serving the Sanitation Station. This system consists of both gravity and force main sewer. The system requires a new grinder pump station, power to the station, a new manhole, and a new valve chamber. The complete Sanitation Station will be replaced including concrete, surrounding HMA, waterlines, RV filling station spigots, signage, and dump ports.

The project will be a lump sum contract. Work items to be included in the lump sum are further defined below, for reference only.

Clearing: This item covers the cost for all equipment, materials and labor to clear and remove brush and trees as shown on the plans, per section 201 of the 2020 MDOT Standard Specifications for Construction, and the technical specifications.

Removals: This item covers the cost for all equipment, materials, and labor to remove existing water distribution piping, service laterals, fixtures, HMA, concrete sidewalks, valves, vaults, and all other miscellaneous items to be removed in order to allow for installation of proposed construction as shown on the plans. Removals shall be per the plans, section 203 of the 2020 MDOT Standard Specifications for Construction, and the technical specifications.

Embankment: This item covers the cost for all equipment, materials and labor to backfill pipes using the existing on-site materials salvaged during excavation, to proposed grades as shown on the plans, per section 205 and 206 of the 2020 MDOT Standard Specifications for Construction, and the technical specifications.

Excavation: This item covers the cost for all equipment, materials and labor to excavate existing, salvage and/or remove from the site soils to proposed grades as shown on the plans, per section 205 and 206 of the 2020 MDOT Standard Specifications for Construction, and the technical specifications.

Rock Excavation: This item covers the cost for all equipment, materials and labor to excavate existing, salvage and/or remove bedrock to proposed grades as shown on the plans, per section 205 and 206 of the 2020 MDOT Standard Specifications for Construction, and the technical specifications.

Aggregate, 6A: This item covers the cost for all equipment, materials and labor to provide, place, and compact 6A fill per the plans, section 206 of the 2020 MDOT Standard Specifications for Construction, and the technical specifications.

Backfill, Select: This item covers the cost for all equipment, materials, and labor for the backfill used as bedding around the new water piping. Backfill, Select shall be provided, placed, and compacted per the plan details, section 206 of the 2020 MDOT Standard Specifications for Construction, the technical specifications, and the manufacturers recommendations.

Soil Erosion Control and Sedimentation Control: This item covers the cost for all equipment, materials and labor to provide, place, and maintain sediment traps, filter rolls, turbidity curtain, and silt fence per the plans, technical specifications, the DTMB SESC permit, and section 208 of the 2020 MDOT Standard Specifications for Construction.

Subbase: This item covers the cost for all equipment, materials and labor to provide, place, and compact subbase per the plans, section 301 of the 2020 MDOT Standard Specifications for Construction, and technical specifications.

Aggregate Base, 8 inch: This item covers the cost for all equipment, materials and labor to provide, place, and compact aggregate base fill per the plans, Section 302 of the 2020 MDOT Standard Specifications for Construction and the technical specifications.

Aggregate Surface Cse, 6 inch: This item covers the cost for all equipment, materials and labor to provide, place, and compact a 6” gravel trail/road cover of MDOT 23A as shown on the plans per section 306 of the 2020 MDOT Standard Specifications for Construction and the technical specifications.

ADA Surface Aggregate: This item covers the cost for all equipment, materials and labor to provide, place, and compact a 6” aggregate trail/path cover as shown on the plans, meeting USFS FS-35A requirements as shown in the technical specifications.

HMA, 5EL and Shared Use Path HMA: This item covers the cost for all equipment, materials and labor to provide, place, and compact HMA on locations indicated in the plans, and per sections 501 and 806 of the 2020 MDOT Standard Specifications for Construction and the technical specifications.

Sidewalk, Conc, 6 inch: This item covers the cost for all equipment, materials and labor to furnish and install the concrete sidewalks as shown on the plans, per section 803 of the 2020 MDOT Standard Specifications for Construction, and the technical specifications.

Traffic Control: This item covers the cost for all equipment, materials, and labor to furnish and install temporary closure signs, temporary snow fencing, plastic drums, and barricades around each work area during construction. Traffic control items shall be installed and maintained per section 812 of the 2020 MDOT Standard Specifications for Construction and per the plans.

Slope Restoration, Non-Freeway: This item covers the cost for all equipment, materials and labor to furnish and place topsoil, finish grade, seed, mulch blankets, place mulch blankets and maintain restoration areas as shown on the plans, per section 816 of the 2020 MDOT Standard Specifications for Construction, and the technical specifications.

Plain and Heavy Riprap: This item covers the cost for all equipment, materials, and labor to install plain and heavy riprap as shown on the plans, per section 813 of the 2020 MDOT Standard Specifications for Construction, and the technical specifications.

Directional Bore Water Main: This item covers the cost for all equipment, materials and labor to furnish and install, utilizing directional boring methods, the new service line to the East Campground Toilet/Shower Building and the new service to the West Campground Toilet/Shower Building, per the 2020 MDOT Standard Specifications for Construction, and the technical specifications.

Water Main, Gate Valve, Ball Valve, Vault, Vault Rem, Curb Stop, Air Injection Port, Chlorination Standpipe, Sampling Port, Water Service: This item covers the cost for all equipment, materials and labor to furnish and install all aspects of the HDPE water distribution piping system for the project. This work shall be performed in accordance with section 823 of the 2020 MDOT Standard Specifications for Construction.

Insulation, 2”, 4”, and 6” Rigid: This item covers the cost for all equipment, materials and labor to furnish and install the rigid insulation per the plans and the technical specifications.

Water Fixtures: This item covers the cost for all equipment, materials and labor to furnish and install the exterior jug fillers/water spigots, drinking fountains, hose bibs, filling station spigots, water towers, and any combination of these fixtures per the plans and the technical specifications.

Hydrostatic Testing, Disinfection, Flushing, and Bacteriological Testing: This item covers the cost for all equipment, materials and labor to clean and test the new water system per the plans, section 823 of the 2020 MDOT Standard Specifications for Construction, and the technical specifications.

Sanitary Sewer Force Main, Gravity Main, Grinder Pump Station, Valve Chamber, Sanitary Manhole, Cleanouts/Flushing Point: This item covers the cost for all equipment, materials and labor to furnish and install all aspects of the sanitary sewer piping system for the project, including the electrical work. This work shall be performed in accordance with sections 403, 405, and 819 of the 2020 MDOT Standard Specifications for Construction.

Contractor Staking: This item covers the cost for all equipment, materials, and labor to provide layout staking for the project.

Contractor staking shall be performed in accordance with section 824 of the 2020 MDOT Standard Specifications for Construction.

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

Unit Price

Item Bid Price

1 1 Lump Sum Project Work (East

Campground, Day Use, Check-In

Station, Park Headquarters, 60 CY of

Rock Excavation)

2 1 CONTINGENCY ALLOWANCE $17,500.00 $17,500.00

3 1 CASH ALLOWANCE $ 7,500.00 $ 7,500.00

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)

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

Item LUMP SUM Bid Price

1 1 West Campground Toilet Shower Building

Waterline and Sanitation Station

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

Unit Price Total Bid Price

1 12 CY Rock Excavation – Add or Deduct from

Base Bid of 60 CY

2 12 CY Class II fill to replace excavated rock

3 1000 SF 4” Thick Styrofoam Board Insulation

4 1000 SF 6” Thick Styrofoam Board Insulation

• The base bid is to assume 2” thick x 2’ wide insulation is placed over each lineal foot of year-round water line. Trench width assumed to be 2’ wide at bottom. The unit prices are for additional insulation and increased trench width that would be required if the minimum bury depths indicated in the chart in detail 2/C-501 cannot be met.

• The 4” Styrofoam unit price should include pricing for additional trench width for lines buried less than 5.5’ deep to 4.5’ deep. It should also include pricing for adding 2” thick x 2’ wide and 1 layer of 2” thick x 4’ wide insulation over each lineal foot of water lines at depths indicated.

• The 6” Styrofoam unit price should include pricing for additional trench width for lines buried less than 4.5’ deep to 3.5’ deep. It should also include pricing for adding 2” thick x 2’ wide and 2 layers of 2” thick x 4’ wide insulation over each lineal foot of water lines at depths indicated. This unit price is NOT an additive unit price on top of the 4” unit price, it stands alone.

• See specification 33 14 13 Water Utility Piping section 2.7 for insulation material requirements.

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

Design & Construction Division

Qualified Disabled Veteran (QDV) Business Representation

‘Qualified Disabled Veteran,’ means a business entity that is 51% or more owned by one or more veterans with a service-connected disability.

‘Qualified Disabled,’ means a business entity that is 51% or more owned by one or more with a service-connected disability.

The vendor represents that it IS _____, a qualified disabled veteran.

The contractor represents and warrants that the company meets the above (when checked) and has attached supporting documentation per the following:

Each bid requesting the Qualified Disabled Veterans (QDV) preference, in accordance with Public Act 22 of 2010, MCL 18.1241.3 shall include a DD214 Proof of Service and Discharge, a Veterans Administration rating decision letter, proof of disability (if the disability is not indicated on the DD214), and appropriate legal documents setting forth the 51% natural persons QDV ownership.

Fraudulent Certification as a Qualified Disabled Veteran may result in debarment under MCL 18.264.

Certification of a Michigan Based Business

(Information Required Prior to Contract Award for Application of State Reciprocity Provisions)

To qualify as a Michigan Based Business:

Vendor must have, during the 12 months immediately preceding this bid deadline:

or If the business is newly established, for the period the business has been in existence, it has:

(Check all that apply):

Filed a Michigan single business tax return showing a portion, or all the income tax base allocated or apportioned to the State of Michigan pursuant to the Michigan Single Business Tax Act, 1975 PA 228, MCL 208.1 – 208.145:

or

Filed a Michigan income tax return showing income generated in or attributed to the State of Michigan; or

Withheld Michigan income tax from compensation paid to the bidder’s owners and remitted the tax to the

Department of Treasury; or

I certify that I have personal knowledge of such filing or withholding, that it was more than a nominal filing for the purpose of gaining the status of a Michigan business, and that it indicates a significant business presence in the state, considering the size of the business and the nature of its activities.

I authorize the Michigan Department of Treasury to verify that the business has or has not met the criteria for a Michigan business indicated above and to disclose the verifying information to the procuring agency.

Bidder shall also indicate one of the following:

Bidder qualifies as a Michigan business (provide zip code: ________________)

Bidder does not qualify as a Michigan business (provide name of State: _____________).

Principal place of business is outside the State of Michigan, however service/commodity provided by a location within the State of Michigan (provide zip code: (___________).

Fraudulent Certification as a Michigan business is prohibited by MCL 18.1268 § 268. A BUSINESS THAT PURPOSELY OR WILLFULLY SUBMITS A FALSE CERTIFICATION THAT IT IS A MICHIGAN BUSINESS OR FALSELY INDICATES THE STATE IN WHICH IT HAS ITS PRINCIPAL PLACE OF BUSINESS IS GUILTY OF A FELONY, PUNISHABLE BY A FINE OF NOT LESS THAN $25,000 and subject to debarment under MCL 18.264.

BID BOND

BID SUBMITTED ON the _______ day of ________________, 20____.

Bid Security is in the form of a Bid Bond _______ Bid Bond form has been duly executed _______; or

A Bank Certified or Cashier’s check ___ or Money Order ___ is attached to this page ____ (If Bid Security is by Check or Money Order, the original check or money order must be delivered to the issuing office before Bid Due Time. ALL other SIGMA bid submittals are also still to be made).

If the Bidder is an Individual:

Name of Individual: _________________________________________________________

Name & Title of Person Authorized to sign: ___________________________________________

Signature: _________________________________________________________ (If not the Individual, Attach Power of Attorney) Date

Doing Business as: _________________________________________________________

Business Address: _________________________________________________________

County of registration _________________________

Telephone: _________________________ FAX: ______________________

If the Bidder is a Partnership:

By: _________________________________________________________ (True Name of the Partnership)

Partner Authorized to Sign Date

Signature: _________________________________________________________ (Attach evidence of Authority to sign) Date

Business Address: _________________________________________________________

County of registration _________________________

Telephone: _________________________ FAX _______________________

If the Bidder is a Corporation:

By: _________________________________________________________ (Legal Corporation Name)

Name & Title of Authorized Officer: __________________________________________________

Signature: _________________________________________________________ (Attach evidence of Authority to sign) Date

Name & Title of Officer Attesting: __________________________________________________

Signature: _________________________________________________________ Date

Business Address: _________________________________________________________

Telephone: _________________________ FAX _______________________

(State of Incorporation): _________________________________________________________

If The Bidder is A Joint Venture: JOINT VENTURE SIGNATURES MUST BE AS PROVIDED IN INSTRUCTIONS TO BIDDERS.

EACH JOINT VENTURER SIGNING THE BID MUST SIGN IN THE MANNER INDICATED FOR AN INDIVIDUAL, A PARTNERSHIP OR A CORPORATION. IF MORE THAN TWO JOINT VENTURERS OF THE SAME TYPE ARE INCLUDED, USE ADDITIONAL PAGES. JOINT VENTURE STATE OF INCORPORATION ___________________ OR COUNTY OF REGISTRATION

POST-BID SUBMITTALS

The PSC will request this submittal after bid opening. Complete and submit these items within two business days after the request.

BIDDER’S EXPERIENCE MODIFICATION RATING (EMR) ____________

Attach letter of explanation if the Bidder does not have an EMR.

PROPOSED PROJECT SUPERINTENDENT _______________________________

Attach brief resume or list of similar successful projects.

LIST OF SIMILAR PROJECTS COMPLETED BY THE BIDDER

Please list at least three completed projects of similar size and complexity to the project being bid, with reference contact information

REFERENCE #___

Owner: _____________________________________________________________________________________

Project/Contract Name: ________________________________________________________________________

Location of Project/Contract: ____________________________________________________________________

Contract Price: _______________________ Project/Contract Started: ____________ Completed: ____________

Owner’s Representative (Name and Telephone): _____________________________________________________

Scope of Project/Contract: ______________________________________________________________________

Project/Contract Name: ________________________________________________________________________

Location of Project/Contract: ____________________________________________________________________

Contract Price: _______________________ Project/Contract Started: ____________ Completed: ____________

Project/Contract Name: ________________________________________________________________________

Location of Project/Contract: ____________________________________________________________________

Contract Price: _______________________ Project/Contract Started: ____________ Completed: ____________

POST BID SUBMITTALS: LIST OF SUBCONTRACTORS

The Apparent Low Bidder shall nominate for each Division of Specification and/or trade category, the Subcontractor to be awarded Sub-agreements, including the apparent Low Bidder if work is to be self-performed. Nominated subcontractors shall not be removed, replaced, or added to except by written request for good reason, subject to Owner acceptance.

Division, Specification Section Nominated Amount of Subcontract and/or Trade Subcontractor(s)

1.________________________ _________________________ __________________

2.________________________ _________________________ __________________

3.________________________ _________________________ __________________

4.________________________ _________________________ __________________

5.________________________ _________________________ __________________

6.________________________ _________________________ __________________

7.________________________ _________________________ __________________

8.________________________ _________________________ __________________

9.________________________ _________________________ __________________

10._______________________ _________________________ __________________

11._______________________ _________________________ __________________

12._______________________ _________________________ __________________

13._______________________ _________________________ __________________

14._______________________ _________________________ __________________

The undersigned Apparent Low Bidder _____________________________________________________________ certifies that all the information and data furnished in this List of Subcontractors are current, accurate and complete as of the date stated below.

Signed by:____________________________Name_______________________________ Title ________________________ on this __________ day of ____________________, 20_______.

PERFORMANCE BOND

SURETY COMPANY REFERENCE No. __________________________________

That “the Contractor,” ___________________________________________________, a corporation ___, individual ___, partnership ___, joint venture ___ of the State of __________________, qualified to do business in the State of Michigan, as Principal, and “the Surety,” ____________________________________________________________________, of the State of _________________, as surety, are held and bound unto the State of Michigan, “the Owner,” as Obligee, in the amount of __________________________________________________________________________ Dollars ($_________________), for the payment of which the Contractor and Surety bind themselves, their respective heirs, successors, legal representatives and assigns, jointly and severally, in compliance with 1963 PA 213, as amended, MCL 129.201 et seq.

The Contractor has entered into “the Contract” with the Owner for _______________________________________________ _______________, “the Work,” covered by the Contract Documents, which are incorporated into this Performance Bond by this reference.

If the Contractor faithfully performs and fulfills all the undertakings, covenants, terms, conditions, warranties, indemnifications and agreements of the Contract Documents within the Contract Time (including any authorized changes, with or without notice to the Surety) and during the Correction Period, and if the Contractor also performs and fulfills all the undertakings, covenants, terms, conditions, warranties, indemnifications and agreements of any and all duly authorized modifications of the Contract Documents, then THIS

OBLIGATION IS VOID, OTHERWISE TO REMAIN IN FULL

FORCE AND EFFECT.

A. No change in Contract Price or Contract Time, "or equal" or substitution or modification of the Contract Documents (including addition, deletion, or other revision) releases the Surety of its obligations under this Section 00610 Performance Bond. The Surety expressly waives notice of any such change in Contract Price or Contract Time, “or equal” or substitution or modification of the Contract Documents (including addition, deletion, or other revision).

B. This Performance Bond must be solely for the protection of the Owner and its successors, legal representatives or assigns.

C. It is the intention of the Contractor and Surety that they must be bound by all terms and conditions of the Contract Documents (including, but not limited to General Conditions and this Performance Bond). However, this Performance Bond is executed pursuant to 1963 PA 213, as amended, MCL 129.201 et seq., and if any provision(s) of this Performance Bond is/are illegal, invalid, or unenforceable, all other provisions of this Performance Bond must nevertheless remain in full force and effect, and the Owner must be protected to the full extent provided by 1963 PA 213, as amended, MCL 129.201 et seq.

IMPORTANT: The Surety must be authorized to do business in the State of Michigan by the Department of Licensing and

Regulatory Affairs − Insurance Bureau, must be listed on the current U.S. Department of the Treasury Circular 570, and, unless otherwise authorized by the Owner in writing, must have at least an A− Best’s rating and a Class VII or better financial size category per current A. M. Best Company ratings.

Name, Address and Telephone of the Surety:

Address and Telephone of Agent, who is either a resident of, or whose principal office is maintained in, the State of Michigan

Signed and sealed this __________ day of _______________________, 20_____.

THE CONTRACTOR: (Print Full Name and Sign) By:___________________________________________________________

WITNESS ______________________________ Name & Title: __________________________________________________

Telephone No. _________________________________________________

THE SURETY: (Print Full Name and Sign) Agent: ________________________________________________________

WITNESS ______________________________ Attorney-in-Fact: ________________________________________________

Telephone No. _______________________________________________

Bidding and Contract Document (R 02/22) Fort Wilkins Historic State Park File No. 751/19152.JBB

PAYMENT BOND

SURETY COMPANY REFERENCE No.___________________________________

“the Contractor,” ___________________________________________________, a corporation ___, individual ___, partnership ___, joint venture ___ of the State of __________________, qualified to do business in the State of Michigan, as Principal, and “the Surety,” ____________________________________________________________________, of the State of _________________, as surety, are held and bound unto the State of Michigan, “the Owner,” as Obligee, in the amount of __________________________________________________________________________ Dollars ($_________________), for the payment of which the Contractor and Surety bind themselves, their respective heirs, successors, legal representatives and assigns, jointly and severally, in compliance with 1963 PA 213, as amended, MCL 129.201 et seq.

The Contractor has entered into “the Contract” with the Owner for _____________________________________________ __________________, “the Work,” covered by the Contract Documents, which are incorporated into this Payment Bond by this reference.

If the Contractor promptly pays all claimants supplying labor or materials to the Contractor or to the Contractor’s Subcontractors in the prosecution of the Work, then THIS

OBLIGATION IS VOID, OTHERWISE TO REMAIN IN FULL

FORCE AND EFFECT.

A. All rights and remedies on this Payment Bond are solely for the protection of all claimants supplying labor and materials to the Contractor or the Contractor’s Subcontractors in the prosecution of the Work and must be determined in accordance with Michigan Law.

B. No change in Contract Price or Contract Time, “or equal” or substitution or modification of the Contract Documents (including addition, deletion, or other revision) must release the Surety of its obligations under this Payment Bond. The Surety hereby expressly waives notice of any such change in Contract Price or Contract Time, “or equal” or substitution or modification of the Contract Documents (including addition, deletion, or other revision).

C. It is the intention of the Contractor and Surety that they must be bound by all terms and conditions of the Contract Documents (including, but not limited to this Payment Bond). However, this Payment Bond is executed pursuant to 1963 PA 213, as amended, MCL 129.201 et seq., and if any provision(s) of this Payment Bond is/are illegal, invalid, or unenforceable, all other provisions of this Payment Bond must nevertheless remain in full force and effect, and the Owner must be protected to the full extent provided by 1963 PA 213, as amended, MCL 129.201 et seq.

IMPORTANT: The Surety must be authorized to do business in the State of Michigan by the Department of Licensing and Regulatory

Affairs − Insurance Bureau, must be listed on the current U.S. Department of the Treasury Circular 570, and, unless otherwise authorized by the Owner in writing, must have at least an A− Best’s rating and a Class VII or better financial size category per current A. M. Best Company ratings.

Name, Address and Telephone of the Surety:

Address and Telephone of Agent, who is either a resident of, or whose principal office is maintained in, the State of Michigan

Signed and sealed this __________ day of _______________________, 20_____.

THE CONTRACTOR: (Print Full Name and Sign) By:___________________________________________________________

WITNESS ______________________________ Name & Title: __________________________________________________

Telephone No. _________________________________________________

THE SURETY: (Print Full Name and Sign) Agent: ________________________________________________________

WITNESS ______________________________ Attorney-in-Fact: ________________________________________________

Telephone No. ____________________________________________________

Bidding and Contract Document (R 02/22) Fort Wilkins Historic State Park File No. 751/19152.JBB

TABLE OF CONTENTS

CONTRACT FORMS

BID SUMMARY FORM

BID SCHEDULE

QUALIFIED DISABLED VETERAN (QDV) BUSINESS REPRESENTATION

CERTIFICATION OF A MICHIGAN BASED BUSINESS

BID BOND

POST-BID SUBMITTALS

PERFORMANCE BOND

PAYMENT BOND

TABLE OF CONTENTS

DIVISION 00 BIDDING REQUIREMENTS AND CONTRACT CONDITIONS

SECTION TITLE PAGES THRU

00010 PRE-BID INFORMATION 00-1

00100 INSTRUCTIONS TO BIDDERS 00-5 TO 00-8

00120 SUPPLEMENTARY INSTRUCTIONS 00-8

00200 INFORMATION TO BIDDERS 00-8 TO 00-9

00700 GENERAL CONDITIONS 00-9 TO 00-19

00750 SPECIAL WORKING CONDITIONS 00-19 TO 00-20

00800 SUPPLEMENTARY CONDITIONS 00-20

00900 ADDENDA 00-20

DIVISION 01 – GENERAL REQUIREMENTS

01010 SUMMARY OF WORK 01-1

01020 ALLOWANCES 01-1

01025 MEASUREMENT AND PAYMENT 01-1

01030 ALTERNATES 01-1

01040 COORDINATION 01-1 TO 01-2

01050 FIELD ENGINEERING 01-2

01060 REGULATORY REQUIREMENTS 01-2 TO 01-4

01090 REFERENCES 01-4

01100 PROJECT PROCEDURES 01-4 TO 01-5

01200 PROJECT MEETINGS 01-5

01300 SUBMITTALS 01-5 TO 01-6

01400 QUALITY CONTROL 01-6 TO 01-7

01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01-7 TO 01-8

01600 MATERIAL AND EQUIPMENT 01-8

01650 FACILITY START-UP 01-8

01700 CONTRACT CLOSE-OUT 01-8 TO 01-9

01800 MAINTENANCE 01-9

APPENDIX I – GLOSSARY

APPENDIX II – SPECIAL WORKING CONDITIONS

APPENDIX III – SPECIAL PROJECT PROCEDURES

APPENDIX IV – HISTORICAL PROCEDURES

APPENDIX V – PLAN REVIEW DOCUMENTS

APPENDIX VI – ASBESTOS REPORT

APPENDIX VII– PREVAILING WAGE RATES

DRAWINGS – BOUND SEPARATELY

TITLE SHEETS THRU

Title Sheet DT

Notes C-001

Bidding and Contract Document (R 02/22) Fort Wilkins Historic State Park File No. 751/19152.JBB

Overall Site Plan C-002

Overall Site Phases C-003

East Campground C-121

East Campground Profiles C-122

East Campground Profiles C-123

East Campground Profiles C-124

East Campground Building Connection C-125

Day Use Area C-131

Day Use Area/Winterization C-132

Day Use Area Building Connections C-133

Day Use to Check-In Station C-134

Day Use to Check-In Station Building Connection C-135

Park Headquarters C-141

Park Headquarters Winterization C-142

Park Headquarters Building Connections C-143

West Campground Alt-1 C-151

West Campground Sanitary Alt-1 C-152

West Campground Building Connection Alt-1 C-153

Details C-501

Details C-502

Details – Alt 1 C-503

DTMB SESC Details C-504

General Electrical Information E-001

West Campground Electrical Plan E-101

Park Headquarters Electrical Plan E-102

Electrical Details and Schedule E-301

TECHNICAL SPECIFICATIONS

SELECTIVE DEMOLITION 02 41 19

DOMESTIC WATER PUMPS 22 11 23

FACILITY WATER STORAGE TANKS 22 12 00

FACILITY SANITARY SEWER 22 13 13

SANITARY SEWERAGE PUMPS 22 13 29

LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES-COMMERCIAL 26 05 19

GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 26

RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 26 05 33

UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS 26 05 43

IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53

ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 28 16

SITE CLEARING 31 10 00

EARTH MOVING 31 20 00

ASPHALT PAVING 32 12 16

CONCRETE PAVING 32 13 13

PAVEMENT MARKINGS 32 17 23

SITE FURNISHINGS 32 33 00

TURF & GRASSES 32 92 00

COMMON WORK RESULTS FOR UTILITIES 33 05 00

UTILITY DIRECTIONAL DRILLING 33 05 07.13

WATER UTILITY PIPING 33 14 13

Bidding and Contract Document (R 02/22) Fort Wilkins Historic State Park File No. 751/19152.JBB

DIVISION 00

BIDDING REQUIREMENTS AND CONTRACT CONDITIONS

00-1

SECTION 00010 PRE-BID INFORMATION

1. Invitation to Bid (ITB) − Your firm is invited to submit a Bid. The State of Michigan as the Owner will receive bids electronically through the SIGMA VSS website at https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService, for the Fort Wilkins Historic State Park Water System Upgrades until 2:00 p.m., ET, on Wednesday, April 20, 2022. The State reserves the right to cancel this Invitation to Bid (ITB) or change the date and time for submitting Bids by announcing same at any time before the established date and time for Bid opening. Bids must remain open for acceptance by the Owner for no less than the Bid hold period.

Contractor may agree to extend the Bid hold period. However, any such extension must be based upon no increase in the Bid Price and/or Contract Time.

Bids shall be electronically submitted via the State of Michigan SIGMA VSS site as identified in the Project Manual. If you encounter any issues with submitting your bid and SIGMA representatives are not able to be reached or assist you, please e-mail your bid to Anne Watros at WatrosA@michigan.gov prior to the bid due time and immediately inform the DTMB Project Director of the issue.

2. Work Description − The Work, the Fort Wilkins Historic State Park Water System Upgrades project, Agency No. 751, Index No.

135510, DTMB File No. 751/19152.JBB includes, but is not necessarily limited to:

Remove and replace the water distribution piping that serves the East Campground toilet/shower buildings and exterior fountains, check-in/contact station, day use area toilets and exterior fountains, concessions building, the Park Headquarters, Shop, Manager’s Residence, Assistant Manager’s Residence, and Crew Quarters. Salvage/reinstall or replace exterior water jug fillers, drinking fountains, and combination fixtures. Remove and replace the service laterals that serve all of the buildings and fixtures in the distribution piping replacement areas. Replacement of the distribution system will include necessary valves, vaults, air injection ports, shutoffs, backflow preventors connections to existing piping, and rigid board insulation of the piping in the trench.

Two new wells were recently drilled near the Park Headquarters so this project will include installing pumps in them, a pressure tank for them in the shop, and connecting to the new Park Headquarters system. The crossings of US-41 and Fanny Hooe Creek will be abandoned to isolate the Headquarters as a standalone system.

It is to be assumed that a minimum of 2” x 2’ wide insulation is required along the entire length of waterlines that are open year round (due to depth) and areas where it is shallower will require 4” x 4’ or 6” x 4’ as shown in the typical details on the p lans.

Additions for these areas that require thicker insulation will be made with unit pricing provided with the bid. Some rock excavation will also be required. An allowance for an assumed quantity of 60 CY of rock excavation is to be included and additions or deducts from that allowance will be made with unit pricing provided with the bid. This rock excavation shall be performed on any portion of the line deemed necessary.. Directional boring of new lines in 2 locations is also required: under/into the East Campground Toilet/Shower Building and under/into the West Campground Toilet/Shower Building. The boring into the West T/S building is part of Alternate 1 as described below.

All the above work items shall include all necessary work associated with the replacements including demolitions, saw cutting, removal, disposal, excavation, backfill, restoration, patching, protection, traffic control, etc. Water service will need to be maintained to portions of the system, during construction, as detailed in the phasing plan. Work will not be allowed to start prior to August 1, 2022. Testing and disinfection of the new water system will also be required. Also, the Owner will be providing an Archaeological Professional to monitor work during excavation of two area of the new waterline and the contractor shall comply and coordinate with the requirements of that monitoring. Those sections of waterline are approximately between stations 2+50 to 7+50 (Day Use Path), 8+50 to 9+50 (Cemetery), 20+00 to 20+75 (Soldier's Quarters), and 32+30 to 34+10 (Range Lightkeepers).

Alternate 1 will be for all proposed work shown in the West Campground and Sanitation Station area. This includes removal and replacement of the water line between the West Campground Toilet/Shower building and the Sanitation/filling Station. It also installation of a new sanitary sewer system serving the Sanitation Station. This system consists of both gravity and force main sewer. The system requires a new grinder pump station, power to the station, a new manhole, and a new valve chamber. The complete Sanitation Station will be replaced including concrete, surrounding HMA, waterlines, RV filling station spigots, signage, and dump ports.

The site is located at 15223 U.S. Highway 41 E, Fort Wilkins State Park, Copper Harbor, Michigan 49918, as shown on the

Drawings.

3. Bidding Documents − Sets of Bidding Documents may be obtained at https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService .

4. Bid Security − Each Bid must enclose a duly executed…