Addendum 1 21078 (Little Sable).pdf

Little Sable Point Lighthouse Shoreline Protection

File No. 751/21078.GAG

ADDENDUM NO. 1

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GEI CONSULTANTS OF MICHIGAN, P.C.

230 N WASHINGTON SQUARE, SUITE 201

LANSING, MI 48933

DATE: May 26, 2022

BID DATE: June 8, 2022

TO ALL BIDDERS BIDDING ON THE ABOVE PROJECT:

All Bidders submitting a Bid on the above Contract shall carefully read this Addendum and give it consideration in the preparation of their Bid.

Drawings, Specifications and/or Proposals are herein amended, expanded and/or modified, as hereinafter described, and become a part of the Contract Documents with same force and affect as if incorporated, therein, originally. Any contrary provisions contained, or referred to, in Drawings and/or Specifications, shall remain applicable unless overridden by this Addendum. Revised or contrary provisions herein shall not affect any other part of Contract

Documents and any deletions, additions, substitutions and/or revisions mentioned, shall include all labor, materials, methods, modifications, etc. required for complete performance of the work.

I. The following are revisions to the Bidding and Contract Documents:

A. Insert the “Informational Sheet: Prevailing Wages on DTMB Projects” as attached in front of the Prevailing

Wage Rate Schedules in Appendix V – Federal Provisions Addendum & Wage Rate Schedules

B. Section “DTMB – 0401D – BID SUMMARY”

1. The second paragraph of the scope of work should be modified to read the following, changes highlighted in bold:

Items of work include evenly grading the existing slope between the lighthouse foundation and the existing concrete wall, salvaging existing rip rap, and placing approximately 65 Cyds of new heavy rip rap over geotextile fabric. Salvage and relocate existing stone Bidding and Contract

Document (R 02/22) Project Name: Little Sable Point Lighthouse Protection File No.

751/21078.GAG waterward of the existing concrete wall and place approximately 120 Tons of new 2 to 4 ton supplemental armor stone to protect the wall and lighthouse foundation.

2. Revise the Bid Schedule to include a Contingency Allowance of $5000.00 in the Base Bid

Schedule.

Specification Section DTMB-0401D, BID SUMMARY re-issued in its entirety.

C. Section 01010 – SUMMARY OF WORK

The second paragraph of paragraph 1.1.a should be modified to read the following, changes highlighted in bold:

Items of work include evenly grading the existing slope between the lighthouse foundation and the existing concrete wall, salvaging existing rip rap, and placing approximately 65 Cyds of new heavy rip rap

V:\MDTMB\2101486 Big Sable and Little Sable Lighthouse Protection\05_ENG\02_Little Sable\Specifications\Addendum No. 1\2101486 - Little Sable Addendum 1.docx over geotextile fabric. Salvage and relocate existing stone waterward of the existing concrete wall and place approximately 120 Tons of new 2 to 4 ton supplemental armor stone to protect the wall and lighthouse foundation.

D. Section 02320 – BACKFILL AND STONE MATERIALS

Modify paragraph 2.02.A to read the following, changes highlighted in bold:

Armor Stone used for the shoreline revetment shall be 2-4 Ton stone with a maximum aspect ratio

(greatest dimension: least dimension) of any piece of stone not greater than 3:1 when measured across three mutually perpendicular axes.

E. Specification Section 01020 – Allowances

Deleted Paragraph 1.2 “Provisional/Contingency Allowances” in its entirety. The CONTRACTOR is not required to include provisional contingency allowances for the project.

F. Drawing C1.0 – OVERVIEW AND PLAN

Revise the note calling out armor stone to delete the reference to 48” minimum dimension. The note should read as follows:

“PROPOSED 2-4 TON ARMOR STONE - 120 TONS/70 CYDS

SEE SHEET C2.0 FOR SECTION DETAILS”

G. Drawing C2.0 – SECTIONS & DETAILS

3. Revise the note calling out armor stone to delete the reference to 48” minimum size. The note should read as follows:

“PROPOSED 2-4 TON ARMOR

STONE - 120 TONS/70 CYD”

4. Revise the note calling out stone elevation to read as follows:

“TOE OF STONE

ELEVATION: 582± FT”

5. The “LITTLE SABLE BASELINE SECTION DETAIL” includes a note indicating “PROPOSED 11oz NON-

WOVEN GEOTEXTILE LAYER AT 582.0 FT”. Revise the note to read the following:

REMOVE EXISTING ARMOR STONE, PLACE 11 OZ NON WOVEN GEOTEXTILE FABRIC AT ELEV. OF

582.0 FT, AND PLACE EXISTING AND PROPOSED SUPPLEMENTAL ARMOR STONE OVER NEW

GEOTEXTILE FABRIC. GEOTEXTILE FABRIC SHALL BE WRAPPED BEHIND AND

AROUND SIDES OF ARMOR STONE.

It is the intent of the project that the CONTRACTOR remove existing armor stone, place geotextile fabric at an elevation of 582.0, place existing and proposed amor stone over geotextile fabric, and wrap geotextile behind and around the sides of the armor stone.

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II. The following clarifications are made regarding the Contract Documents:

A. Sheet C2.0 – Section & Details

III. The following attachments are included as a part of this Addendum:

A. State of Michigan “Informational Sheet: Prevailing Wages on DTMB Projects, consisting of 11 pages

B. Specification Section DTMB-0401D, BID SUMMARY

C. Drawing Sheet C1.0, OVERVIEW AND PLAN revised 5/17/2022

D. Drawing Sheet C2.0, SECTION & DETAILS revised 5/17/2022

E. Pre-Bid Meeting Agenda – May 18, 2022

F. Pre-bid Attendance Sign in Sheet

No other changes are made as part of this addendum.

GEI Consultants of Michigan, P.C., Lansing, MI

Carlin Grundemann, P.E., Senior Project Manager

STATE OF MICHIGAN

Wage and Hour Division PO Box 30476

Lansing, MI 48909 517-284-7800

Informational Sheet: Prevailing Wages on DTMB Projects

WHD 9918 (2/22)

REQUIREMENTS

The purpose of establishing prevailing rates is to provide minimum rates of pay that must be paid to workers on Department of Technology, Management and Budget (DTMB) construction projects that are financed or financially supported by the state Prevailing rates are compiled from the rates contained in collectively bargained agreements which cover the locations of the state projects. Whi le the DTMB prevai l ing wage rates are compi led though surveys of col lect ive ly bargained agreements, a col lect ive bargain ing agreement is not required for contractors to be on or be awarded state pro jects. The prevailing rate schedule provides an hourly rate which includes wage and fringe benefit totals for designated construction mechanic classifications. The overtime rates also include wage and fringe benefit totals.

Please pay special attention to the overtime and premium pay requirements. The DTMB prevailing wage is satisfied when wages plus fringe benefits are equal to or greater than the required rate.

State of Michigan responsibilities:

• The department establishes the prevailing rate for each classification of construction mechanic requested by DTMB prior to contracts being let out for bid on a state project.

DTMB responsibilities

• If a contract is not awarded or construction does not start within 90 days of the date of the issuance of rates, a re- determination of rates must be requested by DTMB

• Rates for classifications needed but not provided on the DTMB Prevailing Rate Schedule, must be obtained prior to contracts being let out for bid on a state project.

Contractor responsibilities:

• Every contractor and subcontractor shall keep posted on the construction site, in a conspicuous place, a copy of all prevailing rates prescribed in a contract.

• Every contractor and subcontractor shall keep an accurate record showing the name and occupation of and the actual wages and benefits paid to each construction mechanic. This record shall be available for reasonable inspection by DTMB or the department.

• Each contractor or subcontractor is separately liable for the payment of the prevailing rate to its employees.

• The prime contractor is responsible for advising all subcontractors of the requirement to pay the prevailing rate prior to commencement of work.

• A construction mechanic shall only be paid the apprentice rate if registered with the United States Department of Labor, Bureau of Apprenticeship and Training and the rate is included in the contract.

Enforcement:

A person who has information of an alleged prevailing wage violation on a DTMB project may file a complaint with the State of Michigan. The department will investigate and attempt to resolve the complaint informally.

During the course of an investigation, if the requested records and posting certification are not made available in compliance with contractual requirements, the State may consider the Contactor to be in material breach of the contract and may terminate the contract for cause at the States sole discretion.

Informational Sheet: DTMB Prevailing Wages on State Projects

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General Information Regarding Fringe Benefits

Certain fringe benefits may be credited toward the payment of the Prevailing Wage Rate:

o If a fringe benefit is paid directly to a construction mechanic o If a fringe benefit contribution or payment is made on behalf of a construction mechanic o If a fringe benefit, which may be provided to a construction mechanic, is pursuant to a written contract or policy o If a fringe benefit is paid into a fund, for a construction mechanic

When a fringe benefit is not paid by an hourly rate, the hourly credit will be calculated based on the annual value of the fringe benefit divided by 2080 hours per year (52 weeks @ 40 hours per week).

The following is an example of the types of fringe benefits allowed and how an hourly credit is calculated:

Vacation 40 hours X $14.00 per hour = $560/2080 = $.27 Dental insurance $31.07 monthly premium X 12 mos. = $372.84 /2080 = $.18 Vision insurance $5.38 monthly premium X 12 mos. = $64.56/2080 = $.03 Health insurance $230.00 monthly premium X 12 mos. = $2,760.00/2080 = $1.33 Life insurance $27.04 monthly premium X 12 mos. = $324.48/2080 = $.16 Tuition $500.00 annual cost/2080 = $.24 Bonus 4 quarterly bonus/year x $250 = $1000.00/2080 = $.48 401k Employer Contribution $2000.00 total annual contribution/2080 = $.96

Total Hourly Credit $3.65 Other examples of the types of fringe benefits allowed:

• Sick pay

• Holiday pay

• Accidental Death & Dismemberment insurance premiums

The following are examples of items that will not be credited toward the payment of the Prevailing Wage Rate o Legally required payments, such as:

• Unemployment Insurance payments

• Workers’ Compensation Insurance payments

• FICA (Social Security contributions, Medicare contributions) o Reimbursable expenses, such as:

• Clothing allowance or reimbursement

• Uniform allowance or reimbursement

• Gas allowance or reimbursement

• Travel time or payment

• Meals or lodging allowance or reimbursement

• Per diem allowance or payment o Other payments to or on behalf of a construction mechanic that are not wages or fringe benefits, such as:

• Industry advancement funds

• Financial or material loans

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OVERTIME PROVISIONS for MICHIGAN PREVAILING WAGE RATE COMMERCIAL SCHEDULE

1. Overtime is represented as a nine character code. Each character represents a certain period of time after the first 8 hours Monday thru Friday.

Monday thru Friday

Saturday

Sunday & Holidays

Four 10s First 8 Hours 4

8 9 9th Hour 1 5 10th Hour 2 6 Over 10 hours 3 7

Overtime for Monday thru Friday after 8 hours:

the 1st character is for time worked in the 9th hour (8.1 - 9 hours) the 2nd character is for time worked in the 10th hour (9.1 - 10 hours) the 3rd character is for time worked beyond the 10th hour (10.1 and beyond)

Overtime on Saturday:

the 4th character is for time worked in the first 8 hours on Saturday (0 - 8 hours) the 5th character is for time worked in the 9th hour on Saturday (8.1 - 9 hours) the 6th character is for time worked in the 10th hour (9.1 - 10 hours) the 7th character is for time worked beyond the 10th hour (10.01 and beyond)

Overtime on Sundays & Holidays The 8th character is for time worked on Sunday or on a holiday

Four Ten Hour Days The 9th character indicates if an optional 4-day 10-hour per day workweek can be worked between Monday and Friday without paying overtime after 8 hours worked, unless otherwise noted in the rate schedule. To utilize a 4 ten workweek, notice is required from the employer to employee prior to the start of work on the project.

2. Overtime Indicators Used in the Overtime Provision:

H - means TIME AND ONE-HALF due X - means TIME AND ONE-HALF due after 40 HOURS worked D - means DOUBLE PAY due Y - means YES an optional 4-day 10-hour per day workweek can be worked without paying overtime after 8 hours worked N - means NO an optional 4-day 10-hour per day workweek cannot be worked without paying overtime after 8 hours worked

3. EXAMPLES:

HHHHHHHDN - This example shows that the 1½ rate must be used for time worked after 8 hours Monday thru Friday (characters 1 - 3); for all hours worked on Saturday, 1½ rate is due (characters 4 - 7). Work done on Sundays or holidays must be paid double time (character 8). The N (character 9) indicates that 4 ten-hour days is not an acceptable workweek at regular pay.

XXXHHHHDY - This example shows that the 1½ rate must be used for time worked after 40 hours are worked Monday thru Friday (characters 1-3); for hours worked on Saturday, 1½ rate is due (characters 4 – 7). Work done on Sundays or holidays must be paid double time (character 8). The Y (character 9) indicates that 4 ten-hour days is an acceptable alternative workweek.

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ENGINEERS - CLASSES OF EQUIPMENT LIST

UNDERGROUND ENGINEERS

CLASS I

Backfiller Tamper, Backhoe, Batch Plant Operator, Clam-Shell, Concrete Paver (2 drums or larger), Conveyor Loader (Euclid type), Crane (crawler, truck type or pile driving), Dozer, Dragline, Elevating Grader, End Loader, Gradall (and similar type machine), Grader, Power Shovel, Roller (asphalt), Scraper (self propelled or tractor drawn), Side Broom Tractor (type D-4 or larger), Slope Paver, Trencher (over 8’ digging capacity), Well Drilling Rig, Mechanic, Slip Form Paver, Hydro Excavator.

CLASS II

Boom Truck (power swing type boom), Crusher, Hoist, Pump (1 or more 6" discharge or larger gas or diesel powered by generator of 300 amps or more, inclusive of generator), Side Boom Tractor (smaller than type D-4 or equivalent), Tractor (pneu-tired, other than backhoe or front end loader), Trencher (8’ digging capacity and smaller), Vac Truck.

CLASS III

Air Compressors (600 cfm or larger), Air Compressors (2 or more less than 600 cfm), Boom Truck (non-swinging, non-powered type boom), Concrete Breaker (self-propelled or truck mounted, includes compressor), Concrete Paver (1 drum, ½ yard or larger), Elevator (other than passenger), Maintenance Man, Mechanic Helper, Pump (2 or more 4" up to 6" discharge, gas or diesel powered, excluding submersible pump), Pumpcrete Machine (and similar equipment), Wagon Drill Machine, Welding Machine or Generator (2 or more 300 amp or larger, gas or diesel powered).

CLASS IV

Boiler, Concrete Saw (40HP or over), Curing Machine (self-propelled), Farm Tractor (w/attachment), Finishing Machine (concrete), Firemen, Hydraulic Pipe Pushing Machine, Mulching Equipment, Oiler (2 or more up to 4", exclude submersible), Pumps (2 or more up to 4" discharge if used 3 hrs or more a day-gas or diesel powered, excluding submersible pumps), Roller (other than asphalt), Stump Remover, Vibrating Compaction Equipment (6’ wide or over), Trencher (service) Sweeper (Wayne type and similar equipment), Water Wagon, Extend-a-Boom Forklift.

HAZARDOUS WASTE ABATEMENT ENGINEERS

CLASS I

Backhoe, Batch Plant Operator, Clamshell, Concrete Breaker when attached to hoe, Concrete Cleaning Decontamination Machine Operator, Concrete Pump, Concrete Paver, Crusher, Dozer, Elevating Grader, Endloader, Farm Tractor (90 h.p. and higher), Gradall, Grader, Heavy Equipment Robotics Operator, Hydro Excavator, Loader, Pug Mill, Pumpcrete Machines, Pump Trucks, Roller, Scraper (self-propelled or tractor drawn), Side Boom Tractor, Slip Form Paver, Slope Paver, Trencher, Ultra High Pressure Waterjet Cutting Tool System Operator, Vactors, Vacuum Blasting Machine Operator, Vertical Lifting Hoist, Vibrating Compaction Equipment (self-propelled), and Well Drilling Rig.

CLASS II

Air Compressor, Concrete Breaker when not attached to hoe, Elevator, End Dumps, Equipment Decontamination Operator, Farm Tractor (less than 90 h.p.), Forklift, Generator, Heater, Mulcher, Pigs (Portable Reagent Storage Tanks), Power Screens, Pumps (water), Stationary Compressed Air Plant, Sweeper, Water Wagon and Welding Machine.

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CARPENTER CRAFT JURISDICTION

Michigan recognizes the Carpenters for any and all work related to weatherization that has historically been the work of the Carpenter. This work shall include, but not be limited to: all work defined under the Federal Weatherization Assistance Program.

The jurisdiction of Carpenters, as to all work that has historically and traditionally been performed consisting of the milling, fashioning, joining, assembling, erecting, fastening or dismantling of all materials of wood, plastic, metal, fiber, cork, or composition and all other substitute materials, as well as the handling, cleaning, erecting, installing and dismantling of all machinery, equipment and all materials used by Carpenters.

The jurisdiction, therefore, extends over the following divisions and subdivisions of the trade: Carpenters and Joiners, Millwrights, Pile Drivers, Bridge, Dock and Wharf Carpenters, Underpinners, Timbermen, and Core-drillers, Shipwrights, Boat Builders, Ship- hand, Stair-Builders, Millmen, Wood and Resilient Floor Decorators, Floor Finishers, Carpet-layers, Shinglers, Siders, Insulators, Acoustic and Drywall Applicators, Sharers and House Movers, Loggers, Lumber and Sawmill Workers, Reed and Rattan Workers, Shingle Weavers, Casket and Coffin Makers, Railroad Carpenters and Car Builders, regardless of material used and all those engaged in the operation of woodworking or other machinery required in fashioning, milling or manufacturing of products used in the trade, and the handling, erecting and installing materials on any of the above divisions or sub-divisions, burning, welding and rigging incidental to the trade. When the term "Carpenter and Joiner" is used, it shall mean all the subdivisions of the trade. The trade autonomy of Carpenters therefore extends over the divisions and subdivisions of the trade, which are set forth as follows:

(a) The framing, erecting and prefabrication of roofs, partitions, floors and other parts of buildings of wood, metal, plastic or other substitutes; application of all metal flashing used for hips, valleys and chimneys; the erection of Stran Steel section or its equal. The building and setting of all forms and centers for brick and masonry. The fabrication and erection of all forms for concrete and decking, the dismantling of same (as per International Agreement) when they are to be re-used on the job or stored for re-use. The cutting and handling of all falsework for fireproofing and slabs. Where power is used in the setting or dismantling of forms, all signaling and handling shall be done by carpenters. The setting of templates for anchor bolts for structural members and for machinery, and the placing, leveling and bracing of these bolts. All framing in connection with the setting or metal columns. The setting of all bulkheads, footing forms and the setting of and fabrication of, screeds and stakes for concrete and mastic floors where the screed is notched or fitted, or made up of more than one member. The making of forms for concrete block, bulkheads, figures, posts, rails, balusters and ornaments, etc.

(b) The handling and erecting of rough material and drywall, the handling, assembly, setting and leveling of all fixtures, display cases, all furniture such as tables, chairs, desks, coat racks, etc., all de-mountable or moveable partitions such as Von wall, E Wall, Steel Case, Herman Miller, Haworth, American Seating, Westinghouse, Lazy Boy, rosewood, etc. All rebuilding, remodeling and setting up of all kinds of partitions, finished lumber, metal and plastic trim to be erected by Carpenters shall be handled from the truck or vehicle delivering same to the job by Carpenters.

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(c) The building and moving of all scaffolding runways and staging where carpenters' tools are used, the building from the ground up of all scaffolds over fourteen (14) feet in height including metal and specially designed scaffolding. The building and construction of all hoists and derricks made of wood; the making of mortar boards, boxes, trestles, all shoring, razing and moving of buildings. Lift type trucks are to be considered a tool of the trade.

Metal siding and metal roofing fall within the scope of jurisdiction for the carpenters.

(d) The cutting or framing and fireproofing of the openings for pipes, conduits, ducts, etc., where they pass through floors, partitions, walls, roofs or fixtures composed in whole or in part of wood. The laying out of making and installation of all inserts and sleeves for pipes, ducts, etc., where carpenters' tools and knowledge are required.

The making and installing of all wooden meter boards, crippling and backing for fixtures. The welding of studs and other fastenings to receive material being applied by carpenters.

(e) The installation of all grounds, furring or stripping, ceilings and sidewalks, application of all types of shingling and siding, etc.

(f) The installation of all interior and exterior trim or finish of wood, aluminum, kalamein, hollow or extruded metal, plastic, doors, transoms, thresholds, mullions and windows. The setting of jambs, bucks, window frames of wood or metal where braces or wedges are used. The installation of all wood, metal or other substitutes of casing, molding, chair rail, wainscoting, china closets, base of mop boards, wardrobes, metal partitions as per National Decisions or specific agreements, etc. The complete laying out, fabrication and erection of stairs. The making and erecting of all fixtures, cabinets, shelving, racks, louvers, etc. The mortising and application of all hardware in connection with our work. The sanding and refinishing of all wood, cork or composition floors to be sanded or scraped, filled, sized and buffed, either by hand or power machines. The assembling and setting of all seats in theaters, halls, churches, schools, auditorium, grandstands and other buildings. All bowling alley work.

(g) The manufacture, fabrication and installation of all screens, storm sash, storm doors and garage doors; the installation of wood, canvas, plastic or metal awnings or eye shades, door shelters, jalousies, etc. The laying of wood, wood block and wood composition in floors.

(h) The installation of all materials used in drywall construction, such as plasterboard, all types of asbestos boards, transite and other composition board. The application of all material which serves as base for acoustic tile, except plaster. All acoustical applications as per National Agreement or specific agreement.

(i) The building and dismantling of all barricades, hand rails, guard rails, partitions and temporary partitions. The erection and dismantling of all temporary housing on construction projects.

(j) The installation of rock wool, cork and other insulation material used for sound or weatherproofing. The removal of caulking and placing of staff bead and brick mold and all Oakum caulking, substitutes, etc., and all caulking in connection with carpentry work.

(k) The installation of all chalk boards/marker boards.

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(l) The operation of all hand operated winches used to raise wooden structures.

(m) The erection of porcelain enameled panels and siding.

(n) The unloading and distribution of all furnished, prefabricated and built-up sections such as door bucks, window frames, cupboards, cabinets, store fixtures, counters and show cases or comparably finished or prefabricated materials, to the job sites or points of installation as used in the construction, alteration and remodeling industry.

(o) The handling of doors, metal, wood or composite, partitions and other finished bulk materials used for trim from the point of delivery.

(p) All processing of these materials and handling after processing.

(q) The making up of panels and fitting them into walls, all bracing and securing, all removal of panels from the casting including all braces, whalers, hairpins, etc.

(r) The handling and setting of all metal pans and sections from the stock piles of reasonable distance as required by job needs shall be performed by carpenters. The stripping of such metal pans, panels or sections is to be performed by carpenters.

(s) The sharpening of all carpenter hand or power tools, or those used by carpenters.

(t). The layout, fabrication, assembling of and erection and dismantling of all displays made of wood, metal, plastic, composition board or any substitute material; the covering of same with any type of material, the crating and un-crating, the handling from the point of unloading and back to the point of loading of all displays and other materials or components.

(u) The same shall apply to all other necessary component parts used for display purposes such as turntables, platforms, identification towers and fixtures, regardless of how constructed, assembled or erected or dismantled.

(v) The make-up, handling, cutting and sewing of all materials used in buntings, flags, banners, decorative paper, fabrics and similar materials used in the display decorative industry for draperies and back drops. The decorative framing of trucks, trailers and autos used as floats or moving displays. The slatting of walls to hand fabrics and other decorative materials, drilling of all holes to accommodate such installations. Setting up and removal of booths constructed of steel or aluminum tubing as stanchions, railings, etc., handling and placing of furniture, appliances, etc., which are being used to complete the booth at the request of the exhibitor. Fabricating and application of leather, plastic and other like materials used for covering of booths. The handling of all materials, fabricating of same. The loading and unloading, erecting and assembling at the exhibit of show area, also in or out of storage when used in booth decorations.

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(w) A display shall be construed as any exhibit or medium of advertising, open to private or public showing, which is constructed of wood, metal, plastic or any other substitute to accomplish the objectives of advertising or displaying.

(x) Handling, fitting, draping, measuring and installation of fixtures and other hardwares for draperies, all manner of making, measuring, repairing, sizing, hanging and installation of necessary fixtures and hardware for shades and Venetian blinds.

(y) Work consisting of cutting and/or forming of all materials in preparation for installing of floors, walls and ceilings; the installation of all resilient floor and base; wall and ceiling materials to include cork, linoleum, prefabricated, laminated, rubber, asphalt, vinyl, metal, plastic, seamless floors and all other similar materials in sheet, interlocking liquid or tile form; the installation of all artificial turf, the installation, cutting and/or fitting of carpets; installation of padding, matting, linen crash and all preformed resilient floor coverings; the fitting of all devices for the attachment of carpet and other floor, wall and ceiling coverings; track sewing of carpets, drilling of holes for sockets and pins, putting in dowels and slats; and all metal trimmings used; the installation of all underlayments, sealants in preparation of floors, walls and ceilings, the unloading and handling of all materials to be installed and the removal of all materials in preparing floors when contracted for by the employer, shall be done only by employees covered under this Agreement.

(z) The installation of all sink-tops and cabinets, to include all metal trim and covering for same. All cork, linoleum, congo-wall, linewall, veos tile, plexiglass, vinawall tile, composition tile, plastic tile, aluminum tile and rubber in sheets or tile form and the application thereof. All bolta-wall and bolta-wall tile and similar products.

(aa) The handling and placing of all pictures and frames and the assembly of bed frames and accessories. The hanging and placing of all signage.

(bb) The installation of all framework partitions and trim materials for toilets and bathrooms made of wood, metal, plastics or composition materials; fastening of all wooden, plastic or composition cleats to iron or any other material for accessories.

(cc) The erection of cooling towers and tanks.

(dd) The setting, lining, leveling and bracing of all embedded plates, rails and angles. The setting of all stay in place forms.

(ee) Environmental: Clean room, any type of environmental chamber, walk in refrigerated coolers and all refrigerated rooms or buildings.

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PILE DRIVING AND CAISSON DRILLING

(ff) All unloading, handling, signaling and driving of piles, whether wood, steel, pipe, beam pile, composite, concrete or molded in place, wood and steel sheeting, cofferdam work, trestle work, dock work, floating derricks, caisson work, foundation work, bridge work, whether old or new, crib work, pipe line work and submarine work. Cutting of all wood, steel or concrete pile, whether by machine or hand; welding and cutting, peeling, and heading of all wood pile, steel sheeting and wood sheeting. The erecting and dismantling of all pile driving rigs, also derricks whether on land or water; also the moving, shoring and underpinning of all buildings. The loading and unloading of all derricks, cranes and pile driving materials. The tending, maintenance and operation of all valves pertaining to the operation of driving of pile. All diving and tending essential to the completion of jurisdictional claims.

All work done in the established yards of the Company and all work not enumerated above, shall be handled and manned as the Employer decides.

The pile driver will unload all material shipped in by rail from the point that the rail car is spotted.

All cleaning and preparation of all piling prior to driving.

The welding and attachment of all boot plates, pile points, splice plates, connectors, rock crosses, driving crosses, driving rigs, point reinforcements and overboots.

The construction, reconstruction, repair, alteration, demolition and partial or complete removal of all marine work including, but not limited to, docks, piers, wharves, quays, jetties, cribs, causeways, breakwaters, lighthouses and permanent buoys, etc. (mixing and placing of concrete excepted).

The driving and pulling of all wood, steel and concrete foundation piles and sheet piling.

The heading, pointing, splicing, cutting and welding of all piles.

The placing of all wales, bolts, studs, lagging, rods and washers including the cutting, drilling, boring or breaking of all holes or openings thereof.

The removal of all materials and/or obstructions of any nature (rip-rap included) that retard or interfere with the driving of piles or with the placing of wales, bolts and rods.

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This is to be subject to the discretion of the contractor who may choose to use blasting specialists or other demolition specialists.

The handling on the job of all materials used in the work.

The manning of all floating equipment (towing equipment excepted) engaged in the work enumerated, including deck engines, except machinery manned by Operating Engineers.

The placing of all rip-rap, fill stone, bedding stone, cover stone and concrete blocks in connection with marine construction. Work normally performed by Employers, such as soil tests, shoring, underpinning of buildings, cribbing, driving of sheet piling, marine divers, tenders, underwater construction workers and similar operations shall continue to be included in the jurisdiction of this Agreement.

All burning, cutting, welding and fabrication of pipe, H-beams, sheet pile (metal or wood), done on the job site or in the yard of the Employer shall be done by pile drivers. The driving of bearing piles, sheet piling with heavy equipment, caissons, pile caps, auger drilling and boring, the setting up for load testing for any type of piling, all layout and spotting for piling, caisson and boring work, all earth retention, ditch boarding, installing tiebacks.

ASBESTOS ABATEMENT CARPENTERS

(gg) All erection and maintenance of barriers and partitions used in the removing of asbestos or any abatement work.

The abatement of any materials previously installed by the carpenter such as transite, ceiling and floor tiles. All operating and maintaining of current equipment used in any abatement work.

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ELECTRICIAN – SOUND AND COMMUNICATION / DATA/ VOICE JURISDICTION

The installation, testing, service and maintenance, of systems which utilize the transmission and/or transference of voice, sound, vision or digital for commercial, education, security and entertainment purposes for the following: TV monitoring and surveillance, CATV and CCTV, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, radio page, school intercom and sound, burglar alarms, low voltage fire alarm systems, low voltage master clock systems, distributed antenna systems (DAS), IP data networks, and all surface-mounted (non-power) telecommunications wiremold. Shall additionally include the installation of all raceway systems of unlimited length in telecommunications rooms, entrance facilities, equipment rooms, and similar areas. Energy management systems. Security systems; perimeter, vibration, card access, access control and sonar/infrared monitoring equipment. Communications systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems; SCADA (Supervisory Control and Data Acquisition), PCM (Pulse Code Modulation), Digital Data Systems, Broadband and Baseband and Carriers, POS (Point of Sale systems), VSAT Data Systems, RF and Remote Control Systems, Fiber Optic Data Systems and Voice and Data Infrastructure and Backbone.

Bidding and Contract Document (R 02/22) Project Name: Little Sable Point Lighthouse Protection File No. 751/21078.GAG

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

FILE NUMBER

751/21078.GAG

FUNDING CODE DEPARTMENT/AGENCY

Department of Natural Resources

CONTRACT TIME(S)

Final Completion 60 calendar days from the notice to proceed

PROJECT NAME

Little Sable Point Lighthouse Protection

LOCATION

Silver Lake State Park Section 35 T15N, R19W

BID OPENING DATE

June 8, 2022 at 2:00 pm ET

FOR AN EXAMINATION OF THE SITE CONTACT:

Gerald Gregorski, DTMB (231) 557-9043

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

□ Qualified Disabled Veteran

TELEPHONE NUMBER and E-MAIL ADDRESS

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 $

Alternate 2: (Add/Subtract) Dollars $

Alternate 3: (Add/Subtract) Dollars $

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:

High water levels in the Great Lakes have impacted the shoreline area around the Little Sable Point Lighthouse, displaced stone armoring lakeward of the concrete wall waterward of the lighthouse and caused erosion of soils in the area of the lighthouse. The project involves enhancing shoreline protection measures including addition of supplemental armor stone on the lakeward side of the concrete wall in front of the light house to reduce wave energy, and placement of rip rap between the concrete wall and lighthouse structure to dissipate wave energy, minimize erosion, and protect the Little Sable Point Lighthouse.

Items of work include evenly grading the existing slope between the lighthouse foundation and the existing concrete wall, salvaging existing rip rap, and placing approximately 65 Cyds of new heavy rip rap over geotextile fabric. Salvage and relocate existing stone

Bidding and Contract Document (R 02/22) Project Name: Little Sable Point Lighthouse Protection File No. 751/21078.GAG waterward of the existing concrete wall and place approximately 120 Tons of new 3 to 6 ton supplemental armor stone to protect the wall and lighthouse foundation.

Restore the site by hand raking sandy soils after heavy equipment has demobilized from the site. The CONTRACTOR will be required to protect existing critical dune and sensitive areas, any vegetation damaged by construction will be replaced by the

CONTRACTOR.

The CONTRACTOR is required to meet the requirements the EGLE/USACE Joint Permit. Additionally, the Contractor will be required to meet the requirements of the Oceana County Road Commission for overweight load limits and/or overweight permits. The CONTRACTOR will be required to stage materials offsite at the North end of North 14th Avenue near Termite Bridge and deliver stone to the project via multiple trips to meet load limits of North Lighthouse Drive.

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:

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 Lsum Mobilization, Bonds, and Insurance $ $

2 Lsum Shoreline Protection and Restoration $ $

3 Lsum Contingency Allowance $ 5,000.00 $ 5,000.00

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 $

FIRM NAME TELEPHONE NUMBER and E-MAIL ADDRESS

Bidding and Contract Document (R 02/22) Project Name: Little Sable Point Lighthouse Protection File No. 751/21078.GAG

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 Unit Price

Item Bid Price

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. Bid

Quantity Description Unit

Price Item Bid Price

1+000+00 1+37

594592

590588

PROPOSED 2-4 TON ARMOR STONE - 120

TONS/70 CYDS

SEE SHEET C2.0 FOR SECTION DETAILS

EXISTING APPROX 1.5' WIDE CONCRETE WALL

EL=585' +/-

PROPOSED MDOT HEAVY RIPRAP

OVER GEOTEXTILE FABRIC: 65 CYDS

APPROXIMATE LOCATION OF

LIGHTHOUSE STRUCTURE

(SHADOW CAST TO THE NORTH)

AP

PR

O X.

U

SA

C E

O H

W M

1.

FT

(I

G

LD

AP

PR

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E G

LE

O

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M

0.

FT

(I G

LD

AP

PR

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L

AK

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IC

H

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PROPOSED LITTLE SABLE LIGHTHOUSE BASELINE

(SEE SHEET C2.0 FOR EXISTING GROUND PROFILE)

51.5'

SOURCE:

1. GPS survey points collected on 03-10-2020.

2. NAD83 vertical Datum and Michigan State Plane South

Horizontal Datum.

SCALE:

20 40

1" = 20'

ESTIMATED QUANTITIES

MDOT HEAVY RIPRAP

2-4 TON SIZED ARMOR STONE

GEOTEXTILE FABRIC 100 SYD

65 CYD

120 TONS

\\lan-pzcc-1\ \\lan-pzcc-1\LAN-DATA\Projects\MDTMB\2101486 big sable and little sable lighthouse protection\00_CAD\Design\Sheets\LS_Plan&Profile.dwg - 3/18/2022

LITTLE SABLE LIGHTHOUSE

SILVER LAKE STATE PARK

MEARS, MI

MICHIGAN DEPARTMENT OF

NATURAL RESOURCES 3/15/2022Project 2101486

Consultants

NO. DATE ISSUE/REVISION APP

1 10/29/2021 ISSUED FOR PERMITS CFG

2 4/20/2022 ISSUED FOR BID CFG

OVERVIEW AND PLAN

C1.0

NOTES:

1. SEE SHEET C2.0 FOR SECTION DETAILS

2. THE CONTRACTOR IS REQUIRED TO MEET THE

REQUIREMENTS OF THE OCEANA COUNTY

ROAD COMMISSION FOR OVERWEIGHT LOAD

LIMITS AND/OR OVERWEIGHT PERMITS. THE

CONTRACTOR WILL BE REQUIRED TO STAGE

MATERIALS OFFSITE AT THE NORTH END OF

NORTH 14TH AVENUE NEAR TERMITE BRIDGE

AND DELIVER STONE TO THE PROJECT VIA

MULTIPLE TRIPS TO MEET LOAD LIMITS OF

NORTH LIGHTHOUSE DRIVE.

3. THE CONTRACTOR IS RESPONSIBLE TO

REPAIR ANY DAMAGE TO THE SITE CAUSED BY

CONSTRUCTION, INCLUDING SIDEWALKS,

PAVEMENT, FENCING, NATURAL AREAS, OR

ANY OTHER FEATURES AT THE SITE. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE

MATS, PLANKING, OR OTHER MEASURES TO

PROTECT PAVEMENT, SIDEWALK, AND OTHER

FEATURES AS NECESSARY. THE SITE SHALL

BE IN EQUAL OR BETTER CONDITION AT FINAL

COMPLETION AS IT WAS PRIOR TO

COMMENCING CONSTRUCTION.

7'

APPROX 740 FT TO NORTH PROPERTY LINE

APPROX 1,750 FT TO SOUTH PROPERTY LINE

25'

REVISED 5/24/2022

EXISTING CONCRETE WALL

TOP ELEVATION: 585.0± FT

PLACE STONE AT A SLOPE NOT TO EXCEED 3H:1V

PLACE AND EVENLY GRADE SAND TO

REPLACE MATERIAL LOST BY EROSION

TOP OF FOUNDATION: 594 FT

PROPOSED 2-4 TON ARMOR

STONE - 120 TONS/70 CYD

PROPOSED 11OZ NON

WOVEN GEOTEXTILE

LAYER

7 FT

1.

FT 585

FACE OF LIGHTHOUSE

PROPOSED 2 FOOT THICK MDOT HEAVY RIPRAP - 65 CYD

U

SA

C E

O H

W M

: 5

.5 F

T

(IG

LD

EG

LE

O H

W M

: 5

.5 F

T

(IG

LD

LA

KE

M

IC

H

IG

AN

W

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C U

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EN

T

EL

EV

AT

IO

N : 5

.3

FT

(I G

LD

5)

/1 8/

APPROXIMATE

SHORELINE PROFILE

0.

0+25

0.

0+50

1.

0+75

6.

1+00

4.

1+25

TOP OF STONE

ELEVATION: 582± FT

25 FT

15 FT

FT

SECTION & DETAILS

C2.0

\\lan-pzcc-1\ \\lan-pzcc-1\LAN-DATA\Projects\MDTMB\2101486 big sable and little sable lighthouse protection\00_CAD\Design\Sheets\LS_Details.dwg - 10/21/2021

LITTLE SABLE LIGHTHOUSE

SILVER LAKE STATE PARK

MEARS, MI

MICHIGAN DEPARTMENT OF

NATURAL RESOURCES 3/15/2022Project 2101486

Consultants

NO. DATE ISSUE/REVISION APP

1 10/29/2021 ISSUED FOR PERMITS CFG

2 4/20/2022 ISSUED FOR BID CFG

REMOVE EXISTING ARMOR STONE, PLACE 11 OZ NON

WOVEN GEOTEXTILE FABRIC AT ELEV. OF 582.0 FT, AND

PLACE EXISTING AND PROPOSED SUPPLEMENTAL

ARMOR STONE OVER NEW GEOTEXTILE FABRIC.

GEOTEXTILE FABRIC SHALL BE WRAPPED BEHIND AND

AROUND SIDES OF ARMOR STONE.

LITTLE SABLE BASELINE SECTION DETAIL

AS-BUILT FOUNDATION DETAIL

NOTE: EXISTING FOUNDATION IS BASED ON HISTORICAL RECORDS AND IS

INCLUDED FOR REFERENCE ONLY. CONTRACTOR TO FIELD VERIFY

LOCATIONS OF EXISTING STRUCTURE AND PROTECT DURING CONSTRUCTION.

EL=592' - EX. GROUND LEVEL

EL=594' - TOP OF EX. FOUNDATION

5" MAX (TYP)

FASTENER - MIN. NO. 10 GAGE WIRE

4 PER POST REQUIRED (TYP)

FILTER FABRIC

COMPACTED BACKFILL

UNDISTURBED GROUND LINE

FILTER FABRIC

18" MIN

(TYP)

2' MIN

6" MIN

6" MIN

FLOW

SILT FENCE DETAIL

SCALE: NTS

ALL STONE AND FILL

SHALL BE AT OR

BELOW THE TOP OF

FOUNDATION AND

NOT OBSCURE THE

FACE OF TOWER

STRUCTURE.

ALL STONE AND FILL

SHALL BE AT OR

BELOW THE TOP OF

FOUNDATION AND

NOT OBSCURE THE

FACE OF TOWER

STRUCTURE.

REVISED 5/24/2022

PRE-BID MEETING AGENDA

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET/ DEPARTMENT OF NATURAL RESOURCES

LITTLE SABLE POINT LIGHTHOUSE PROTECTION – SILVER LAKE STATE PARK GEI #2101486

Pre-Bid Meeting Agenda Michigan Department of Natural Resources / Parks & Recreation Division

Little Sable Point Lighthouse Protection – Silver Lake State Park 751/21078.GAG May 18, 2022 @ 2:00 pm

1. Introductions:

Jerry Gregorski – DTMB / Design and Construction Division / Project Director Annamarie Bauer – DNR Regional Planner Kasey Mahony – DNR District Supervisor Jody Johnston – DNR State Park Supervisor Carlin Grundemann – GEI Consultants Ben Kladder – GEI Consultants

2. This is a Mandatory Pre-Bid Meeting; you must “sign” the Meeting Attendance Record.

3. Scope of Work:

High water levels in the Great Lakes have impacted the shoreline area around the Little Sable Point Lighthouse, displaced stone armoring lakeward of the concrete wall waterward of the lighthouse and caused erosion of soils in the area of the lighthouse. The project involves enhancing shoreline protection measures including addition of supplemental armor stone on the lakeward side of the concrete wall in front of the light house to reduce wave energy, and placement of rip rap between the concrete wall and lighthouse structure to dissipate wave energy, minimize erosion, and protect the Little Sable Point Lighthouse. Items of work include evenly grading the existing slope between the lighthouse foundation and the existing concrete wall, salvaging existing rip rap and placing approximately 65 cyds of new heavy rip rap over geotextile fabric. Salvage and relocate existing stone waterward of the existing concrete wall and place approximately 120 Tons of new 2-to-4-ton supplemental armor stone (changed by bid addendum) to protect the wall and lighthouse foundation. Restore the site by hand raking sandy soils after heavy equipment has demobilized from the site. The CONTRACTOR will be required to protect existing critical dune and sensitive areas, any vegetation damaged by construction will be replaced by the

CONTRACTOR.

Restore the site by hand raking sandy soils after heavy equipment has demobilized from the site. The CONTRACTOR will be required to protect existing critical dune and sensitive areas, any vegetation damaged by construction will be replaced by the CONTRACTOR.

The CONTRACTOR is required to meet the requirements the EGLE/USACE Joint Permit. Additionally, the Contractor will be required to meet the requirements of the Oceana County Road Commission for overweight load limits and/or overweight permits. It is anticipated based on recent discussions with the OCRC this week that due to the narrow width of N. Lighthouse Road, the

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET/ DEPARTMENT OF NATURAL RESOURCES

LITTLE SABLE POINT LIGHTHOUSE PROTECTION – SILVER LAKE STATE PARK GEI #2101486

contractor will be asked to provide flaggers and use radios during delivery of armor stone, rip rap, and other materials & equipment. The CONTRACTOR will be required to meet with the Road Commission to review mobilization and delivery plans prior to beginning construction.

4. Bids are due Wednesday, June 8, 2022, at 2:00 PM Local Time via electronic submission through the SIGMA VSS website at:

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

Please package your bid submittal into a single PDF document, or at least as few separate documents as possible, per the 6.0 MB maximum file size limitation. This will facilitate the bids processing and minimize chances of errors

For assistance with SIGMA VSS, you may contact the SIGMA Help Desk by telephone at 1-888-734-9749 or by email at Sigma- Vendor@michigan.gov Or Linda Feldpausch / DTMB Contracts section at 517-284-7900 with questions.

5. Bids must be submitted on the Bid Summary form enclosed within the Project Manual. The bid must also include forms within the Project Manual including:

a. Signed and Completed Bid Summary Form

b. Bid Schedule (include Schedule of Alternates)

c. Qualified Disabled Veteran (QDV) Business Representation

d. Bid Security

e. Signature Authorization or Copy of Partnership Agreement

f. Certification of a Michigan Based Business

g. Performance and Payment Bonds (To be submitted by Successful

Contractor)

6. A Performance Bond and a Payment Bond is required for bids in excess of $50,000.00 from the successful contractor. A five percent (5%) Bid Bond is required with your all bid submittals.

7. Time of Completion and Liquidated Damages: Work of all trades as specified in the Contract Documents must be completed within sixty (60) calendar days from the date of the notice to proceed or by December 15, 2022 except for minor replacement, correction, or adjustment items which do not interfere with the complete operation and utilization of all parts of the Contract Work. This Contract Time is of the essence and liquidated damages for each Calendar Day that expires after this Substantial Completion of the entire Work must be in the amount of $500.00/day.

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET/ DEPARTMENT OF NATURAL RESOURCES

LITTLE SABLE POINT LIGHTHOUSE PROTECTION – SILVER LAKE STATE PARK GEI #2101486

8. A 10% preference will be given in the award of this project to Qualified Disabled Veteran Owned Companies in accordance with Public Act 22 of 2010. To be considered, a bidder must include with their bid a DD214 Proof of Service and Discharge, a Veterans Administration Rating decision letter, proof of disability (if the disability is not included on the DD 214)…