NOTICE TO BIDDERS. Specifications and bidding blanks may be obtained at the Road Commission office at the above address.

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1 NOTICE TO BIDDERS Sealed proposals will be received by the Ottawa County Road Commission, at its offices at Lakeshore Drive, Grand Haven, Michigan 49417, until Wednesday November 16, 2016 at 10:00am at which time they will be publicly opened and read for the following: Drainage Improvements along M-121 at property 5550 Chicago Drive which includes; Earth Excavation, Dr Structure, Storm Sewer, Pavement Removal, underdrain, subbase, concrete pavement, hma, soil restoration, and traffic control items. Specifications and bidding blanks may be obtained at the Road Commission office at the above address. The bid document is available online at click on the Bids tab to view all current bidding opportunities, or by visiting OCRC offices. Each bid must be submitted on the form supplied by the Road Commission in a sealed envelope, plainly marked as to the ITEM being bid upon and the NAME OF THE BIDDER. The Commission reserves the right to reject any and all bids, and award the Contract in any manner to be of the best value to the County of Ottawa. If there are questions about the specifications or bid process, please call Ryan Kemppainen, Operations Superintendent, at (616) BOARD OF COUNTY ROAD COMMISSIONERS COUNTY OF OTTAWA Tom Elhart Chairman

2 INSTRUCTIONS TO BIDDERS: This Proposal shall be legibly prepared with ink or typed. UNIT PRICES shall be entered in the "Unit Prices" column. Where a LUMP SUM bid is called for, it shall be entered only in the "Amounts" column. The unit prices as stated will govern in determining the correct total of the bid. If a unit price or lump sum bid already entered by the Bidder on the proposal form is to be altered, it shall be crossed out with ink, the new unit price or lump sum bid entered above or below it and initialed by the Bidder, also with ink. Proposals with any unit price or lump sum bid prepared with pencil or omitted will be rejected. Failure to fill in the extensions and the total may invalidate the Proposal. The Proposal shall be legally signed and the complete address of the bidder given thereon. BOARD OF COUNTY ROAD COMMISSIONERS COUNTY OF OTTAWA Proposal For Drainage Improvements along M-121 at property 5550 Chicago Drive which includes; Earth Excavation, Dr Structure, Storm Sewer, Pavement Removal, underdrain, subbase, concrete pavement, hma, soil restoration, and traffic control items. Sealed bids will be received at the Office of the Board of County Road Commissioners of Ottawa County, Rosy Mound Drive at US-31, Grand Haven, Michigan, until 10:00 A.M. Wednesday November 16, 2016.

3 TO: BOARD OF COUNTY ROAD COMMISSIONERS COUNTY OF OTTAWA GRAND HAVEN, MI Gentlemen: The undersigned has examined the plans, specifications and the location of the work described herein, and is fully informed as to the nature of the work and the conditions relating to its performance, and understands that the quantities shown are approximate only and are subject to either increase or decrease. The undersigned hereby proposes to furnish all necessary machinery, tools, apparatus and other means of construction, do all work, furnish all the materials except as otherwise specified herein; and, for the unit prices or lump sums named in the itemized bid to complete the work herein described in strict accordance with the plans therefore and in strict conformity with the requirements of the 2012 Standard Specifications of Construction of the Michigan Department of Transportation and such other special provisions and supplemental specifications as may be a part of this proposal. The undersigned further proposes to do such extra work as may be authorized by the Board of County Road Commissioners, prices for which are not included in the itemized bid. Compensation shall be made on the basis agreed upon before such extra work is begun. Signed: By: Address:

4 OTTAWA COUNTY BOARD OF COUNTY ROAD COMMISSIONERS INSURANCE PROVISIONS INSURANCE REQUIREMENTS Indemnification, Damage Liability and Insurance shall be in accordance with Section of the Michigan Department of Transportation s 2012 Standard Specifications for Construction except that all references to the Department shall be changed to the Ottawa County Road Commission. Separate owners protective policy for this project with limits of $1,000, for each occurrence and $2,000, aggregate limits, shall be provided for the Ottawa County Road Commission and shall include the following insured: - The County of Ottawa - The Board of County Road Commissioners of the County of Ottawa - The Ottawa County Road Commission, its officials, agents and employees - The Michigan Department of Transportation, its officials, agents and employees

5 BASIS FOR PAYMENTS: SPECIAL INSTRUCTIONS TO BIDDERS This project requires three (3) or fewer progress payments and is not subject to the requirements of Act 524 P.A commonly referred to as "The Retainage Act". Payments for work done under this contract are to be made each two (2) week period during construction on ninety percent (90%) of the estimated work completed. If two (2) payments have been made, the third and final payment will be made when the project is complete and accepted, including receipt of all final documents required for final payment. CONTRACTOR'S AFFIDAVITS & SURETY COMPANY RELEASE: The Contractor shall file with the Board of County Road Commissioners, as a condition precedent to final payment, an affidavit that all payrolls, material bills, and all other indebtedness incurred by him in connection with the work have been paid, releases from suppliers and subcontractors and also a statement of the bonding company's approval of payment and release from the surety company to make final payment. BASIS OF PROPOSAL: The Proposal is on a unit price basis. The total of the extensions of the unit price items will be used as a basis of comparison of bids for the award of the contract. When the proposal establishes a maximum price for any of the work items, and if you bid a price higher than that maximum price, your bid will be considered to have quoted the maximum price and your bid total will be adjusted to reflect that maximum price. You will forfeit your proposal guaranty if your bid is the lowest accepted bid, and if you refuse to accept the award of the contract due to the change in what you quoted as a maximum or specified price. AWARD OF CONTRACT: Will be made or all proposals rejected within thirty (30) days after opening bids. SPECIFICATIONS: The proposed work shall be performed in accordance with the Supplemental Specifications attached hereto and with the Michigan Department of Transportation's 2012 Standard Specifications. Except that all material sampling and testing shall be performed by the Ottawa County Road Commission or it authorized representative.

6 SUPERVISION: Supervision of construction and necessary construction engineering will be performed by the Ottawa County Road Commission and the Michigan Department of Transportation. UTILITIES: Locations of existing underground utilities shown on the plans represent the information at hand when the plans were proposed, and shall not be taken as conclusive evidence of either the exact locations of such utilities, or the completeness of such information. The contractor shall accept full responsibility for his conclusions relative to the underground information on the plans. CONSTRUCTION PROGRAM AND PROGRESS SCHEDULE: Prior to the award of the Contract, the successful bidder will be required to submit an outline of his proposed order of work, and to indicate dates of completion of the major items of work. This outline, when approved by the Road Commission, will become a part of the Contract. Failure on the part of the contractor to carry out the provisions of the progress schedule, as established, may be considered sufficient to prevent bidding on future projects until a satisfactory rate of progress is again established. Liquidated damages shall be assessed at 0.2% of the total contract price per calendar day beyond the completion date. All work shall be completed by December 16, PROJECT DESCRIPTION Drainage Improvements along M-121 at property 5550 Chicago Drive. This work consists of Earth Excavation, Dr Structure, Storm Sewer, Pavement Removal, underdrain, subbase, concrete pavement, hma, soil restoration, and traffic control items. NON-DISCRIMINATION CLAUSE Neither the contractor nor his/her subcontractors shall discriminate against any employee or applicant for employment to be employed in the performance of this contract with respect to his/her hire, tenure, terms, conditions or privileges of employment, or any matter directly or indirectly related to employment because of his/her race, color, religion, national origin or ancestry. Breach of this requirement may be regarded as a material breach of this contract. QUESTIONS Operations Superintendent Ryan Kemppainen is available for specific questions concerning this bid package by calling (616)

7 Schedule of Items (Itemized Bid Sheet) Letting Date: Wednesday, November 16, :00 AM Contract ID: Location: M-121 Description: Drainage Improvements at 5550 Chicago Drive Project Number: Project Engineer: Ryan Kemppainen, P.E. Estimate Number: 1 Date Created: 10/27/2016 Project Type: Road Reconstruction Fed/State #: Location: M-121 Fed Item: Control Section: Description: Instructions to Bidders: IMPORTANT NOTICE: This Proposal shall be legibly prepared with ink or typed. UNIT PRICES shall be entered in the "Unit Prices" column. Where a LUMP SUM bid is called for, it shall be entered only in the "Amounts" column. The unit prices as stated will govern in determining the correct total of the bid. If a unit price or lump sum bid already entered by the Bidder on the proposal form is to be altered, it shall be crossed out with ink, the new unit price or lump sum bid entered above or below it and initialed by the Bidder, also with ink. Proposals with any unit price or lump sum bid prepared with pencil or omitted will be rejected. Failure to fill in the extensions and the total may invalidate the Proposal. The Proposal shall be legally signed and the complete address of the bidder given thereon. Contract # (M-121) MERL: Page 1 of 3 11/04/2016 2:21:05 PM

8 Pay Item Description Quantity Units Unit Price Bid Amount Dollars Cts Dollars Cts Mobilization, Max. 1 LSUM Pavt, Rem 45 Syd Excavation, Earth 255 Cyd Erosion Control, Silt Fence 550 Ft Subbase, CIP 22 Cyd Open-Graded Dr Cse, 6 inch 60 Syd Culv End Sect, Conc, 15 inch Culv End Sect, Conc, 24 inch 2 Ea Sewer, Cl III, 15 inch, Tr Det A 215 Ft Sewer, Cl III, 24 inch, Tr Det A 165 Ft Sewer, Cl III, 24 inch, Tr Det B 45 Ft Sewer Tap, 15 inch Sewer Bulkhead, 15 inch Dr Structure Cover, Type G Dr Structure, 48 inch dia Dr Structure, Tap, 6 inch Dr Structure, Tap, 12 inch Underdrain, Subbase, 6 inch 25 Ft Underdrain Outlet, 6 inch 50 Ft Underdrain, Outlet Ending, 6 inch 2 Ea HMA, 5E3 7 Ton Conc Pavt, Reinf, 8 1/2 inch 45 Syd Contract # (M-121) MERL: Page 2 of 3 11/04/2016 2:21:05 PM

9 Pay Item Description Quantity Units Unit Price Bid Amount Dollars Cts Dollars Cts Barricade, Type III, High Intensity, Furn 4 Ea Barricade, Type III, High Intensity, Oper 4 Ea Lighted Arrow, Type B, Furn Lighted Arrow, Type B, Oper Sign, Type B, Temp, Prismatic, Furn Sign, Type B, Temp, Prismatic, Oper Riprap, Plain 15 Syd Mulch 1,315 Syd Seeding, Mixture TUF 60 Lb Topsoil Surface, Furn, 2 inch 1,315 Syd Total Bid: Contractor: (Signature) (Date) Contract # (M-121) MERL: Page 3 of 3 11/04/2016 2:21:05 PM

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12 END ROAD WORK PLACE THIS SIGN ALONG WITH THE ADVANCE WORK ZONE SIGNING AS DEPICTED ON THE APPROPRIATE TYPICAL M0030a-M0080a. N PROJECT LOCATION TO HUDSONVILLE M-121 END ROAD WORK SPEED LIMIT XX R2-1 ROAD WORK AHEAD W20-1 WORK ZONE BEGINS R5-18c SHOULDER SHOULDER D D D D D L B WORK AREA VARIES WORK ZONE BEGINS R5-18c SPEED LIMIT XX ROAD WORK R2-1 SPEED LIMIT XX R2-1 W4-2 W4-2 LEFT LANE CLOSED AHEAD W20-5 PLACE THROUGHOUT WORK AREA AS INDICATED AND AFTER ALL MAJOR CROSSROADS IF PERMANENT SIGNS ARE NOT IN PLACE. LEFT LANE CLOSED AHEAD W20-5 AHEAD W20-1 1B. D = DISTANCE BETWEEN TRAFFIC CONTROL DEVICES L = MINIMUM LENGTH OF TAPER B = LENGTH OF LONGITUDINAL BUFFER SEE M0020a FOR "D," "L," AND "B" VALUES NOTES TO ZEELAND LEAD-IN SIGNING FIGURE M0730a DETOUR (STRAIGHT) DETOUR (LEFT) 2. ALL NON-APPLICABLE SIGNING WITHIN THE CIA SHALL BE MODIFIED TO FIT CONDITIONS, COVERED OR REMOVED. 3. DISTANCES BETWEEN SIGNS, THE VALUES FOR WHICH ARE SHOWN IN TABLE D, ARE APPROXIMATE AND MAY NEED ADJUSTING AS DIRECTED BY THE ENGINEER. 4E. THE MAXIMUM RECOMMENDED DISTANCE(S) BETWEEN CHANNELIZING DEVICES SHOULD BE EQUAL IN FEET TO THE POSTED SPEED IN MILES PER HOUR ON TAPER(S) AND TWICE THE POSTED SPEED IN THE PARALLEL AREA(S). DETOUR (RIGHT) W20-2 W20-3 3A. THE "WORK ZONE BEGINS" (R5-18c) SIGN SHALL BE USED ONLY IN THE INITIAL SIGNING SEQUENCE IN THE WORK ZONE. SUBSEQUENT SEQUENCES IN THE SAME WORK ZONE SHALL OMIT THIS SIGN AND THE QUANTITIES SHALL BE ADJUSTED APPROPRIATELY. 5. FOR OVERNIGHT CLOSURES, TYPE III BARRICADES SHALL BE LIGHTED. 6. ALL TEMPORARY SIGNS, TYPE III BARRICADES, THEIR SUPPORT SYSTEMS AND LIGHTING REQUIREMENTS SHALL MEET NCHRP 350 CRASHWORTHLY REQUIREMENTS STIPULATED IN THE CURRENT EDITION OF THE MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE STANDARD PLANS AND APPLICABLE SPECIAL PROVISIONS. ONLY DESIGNS AND MATERIALS APPROVED BY MDOT WILL BE ALLOWED. DETOUR MAP 196 TEMPORARY TRAFFIC CONTROL QUANTITIES TH AVE 56TH AVE 56TH AVE FIGURE M0730a BYRON RD 48TH AVE DETOUR (STRAIGHT) RILEY ST DETOUR (LEFT) W20-3 (ROAD CLOSED AHEAD) W20-2 (DETOUR AHEAD) DETOUR ENDS DETOUR (RIGHT) DETOUR (LEFT) DETOUR (STRAIGHT) DETOUR (ENDS) DETOUR (STRAIGHT) TYPE III BARRICADES Ea 7. WHEN BUFFER AREAS ARE ESTABLISHED, THERE SHALL BE NO EQUIPMENT OR MATERIALS STORED OR WORK CONDUCTED IN THE BUFFER AREA. KEY CHANNELIZING DEVICES LIGHTED ARROW PANEL TRAFFIC FLOW REFLECTS EXISTING SPEED LIMIT SIGN = 168 ft2 - TYPE B PLUS ADDITIONAL R2-1's THROUGHOUT WORK AREA SIGN SIZES DIAMOND WARNING - 48" x 48" R2-1 REGULATORY - 48" x 60" R5-18c REGULATORY - 48" x 48" 8. ALL EXISTING PAVEMENT MARKINGS WHICH ARE IN CONFLICT WITH EITHER PROPOSED CHANGES IN TRAFFIC PATTERNS OR PROPOSED TEMPORARY TRAFFIC MARKINGS, SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. EXCEPTION WILL BE MADE FOR DAYTIME-ONLY TRAFFIC PATTERNS THAT ARE ADEQUATELY DELINEATED BY OTHER TRAFFIC CONTROL DEVICES. 9. THE LIGHTED ARROW PANEL SHALL BE LOCATED AT THE BEGINNING OF THE TAPER AS SHOWN. WHEN PHYSICAL LIMITATIONS RESTRICT ITS PLACEMENT AS INDICATED, THEN IT SHALL BE PLACED AS CLOSE TO THE BEGINNING OF THE TAPER AS POSSIBLE. NO. DATE FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: ) AUTH DESCRIPTION NO. DATE AUTH DESCRIPTION Michigan Department of Transportation NO SCALE DATE: 11/1/16 DESIGN UNIT: FREDRICKSON CS: JN: DETOUR MAP 5550 CHICAGO DRIVE (M-121) DRAWING SHEET ROW FILE: 5550 CHICAGO DRIVE PLAN WEST.dgn TSC: MUSKEGON OTTAWA COUNTY 2