NOTICE TO BIDDERS ADDENDUM NO. 2

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Augustine Nash
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1 NOTICE TO BIDDERS ADDENDUM NO. 2 This Addendum changes the terms of the Bid Proposal and/or plans associated with the Monroe County Road Commission project indicated below. By submitting a bid, any and all changes included in this Addendum are made a part of the contract. MCRC Project No.: and Project Description: Bid Date: Hurd Road and Vivian Road Drainage Improvements Tuesday, May, 208 at 0:00 a.m. Addendum Date: 04/27/208 DESCRIPTION OF CHANGES: Plans ) Delete plan sheet 2 for Vivian Road and Replace with the attached revised plan sheet 2 for Vivian Road dated 04/27/208 that incorporates the following revisions: a. The profile of the proposed storm sewer was revised to avoid a conflict with the Michigan Gas Utilities 2 high pressure gas main at Sta b. The 2 high pressure gas main at Sta 47+4 was added to the profile view. c. The estimated quantities for the following items of work were revised in the Quantities This Sheet table: i. Exploratory Investigation, Vertical was revised from 4 Ft to 6 Ft ii. Sewer, CPP, 2 inch, Tr Det A was revised from 355 Ft to 398 Ft iii. Sewer, CPP, 2 inch, Tr Det B was revised from 22 Ft to 40 Ft iv. Flowable Fill, Non-Structural was deleted Proposal 2) Delete the Schedule of Items on pages 8 through and Replace with the attached revised Schedule of Items that incorporates the following quantity revisions for Vivian Road: i. Exploratory Investigation, Vertical was revised from 4 Ft to 6 Ft ii. Sewer, Corrugated Polypropylene, 2 inch, Tr Det A was revised from 355 Ft to 398 Ft iii. Sewer, Corrugated Polypropylene, 2 inch, Tr Det B was revised from 22 Ft to 40 Ft iv. Flowable Fill, Non-Structural was deleted Proposal 3) Add the attached special provision for Non-Structural Flowable Fill COMMUNICATIONS Any questions regarding this addendum shall be directed to the person listed below: Name: Christine Herron Phone: CHerron@mcrc-mi.org Page of 2

2 NOTICE TO BIDDERS ADDENDUM NO. 2 ACKNOWLEDGEMENT Acknowledge receipt of this addendum by completing the information below and returning the addendum to the Monroe County Road Commission via to CHerron@mcrc-mi.org or by fax to Company: By: Date: The Contractor shall also acknowledge any and all addendums in the space provided on page 8 of the proposal prior to submitting the bid. Page 2 of 2

3 S:\Projects\Project F-J\NC\ADMINISTRATION\NCR\208 Road Projects\W N0CR_Phase 52_Drainage 4/27/208 Vivian and Hurd\CAD\PLANS\W N0CR_PP0.dgn CAUTION HAZARDOUS OR FLAMMABLE MATERIAL BENCHMARK BENCHMARK #50 ELEVATION = STA ' ROCKS DR STRUCTURE, 24 INCH STATION , 2.6' LT EX. 2" ST. DESCRIPTION: BRASS PLATE IN NW WINGWALL OF BRIDGE ON VIVIAN ROAD OVER SANDY CREEK STA.42+5, 20.6' RT RIM =.00 2" N = " S = (EX.) CULV, REM, LESS THAN 24 INCH 36 SYD DRIVEWAY, NONREINF CONC, 6 INCH STA , 22' RT RIM = " N & S = SIGN, TYPE III, REM SIGN, TYPE III, ERECT, SALV DR STRUCTURE, 24 INCH 36 SYD PAVT, REM 5 TONS AGGREGATE BASE EXISTING ROADWAY CENTERLINE PROFILE EX. 2"ST. 49 SEWER, CPP, 2 INCH 0 TR DET A 48 TR DET B 45 SYD PAVT, REM 8 TONS AGGREGATE BASE 45 SYD DRIVEWAY, NONREINF 36 SYD PAVT, REM CONC, 6 INCH PROPOSED GROUND PROFILE AT STORM SEWER STA , 22' RT CONC, 6 INCH 5 TONS AGGREGATE BASE 36 SYD DRIVEWAY, NONREINF RIM = " N & S = DR STRUCTURE, 24 INCH EX. 2" ST. STA , 22' RT 76 SEWER, REM, LESS THAN 24 INCH RIM = " N & S = " E =.70 (EX.) 86 SEWER, CPP, 2 INCH DR STRUCTURE, REM 8 TONS AGGREGATE BASE 5 SYD DRIVEWAY, NONREINF SYD PAVT, REM TR DET A 32 TR DET B DR STRUCTURE, 24 INCH CONC, 6 INCH SIGN, TYPE III, REM SIGN, TYPE III, ERECT, SALV EX. 2" ST. STA , 20.' RT EX. STORM C.B. (REMOVE) RIM = " SE =.68 2" N =.08 2" S = DR STRUCTURE, 24 INCH STA , 22' RT RIM = " N & S =.7 99 SEWER, REM, LESS THAN 24 INCH STA , 22' RT DR STRUCTURE, 48" DIA., 97 SEWER, CPP, 2 INCH CAUTION HAZARDOUS OR FLAMMABLE MATERIAL COVER TYPE B RIM = " N & S =.52 2" E =.62 CAUTION HAZARDOUS OR FLAMMABLE MATERIAL EX. 2"ST. 65 TR DET A 32 TR DET B SEWER, CPP, 2 INCH, TR DET A ' % EX. 5" SANITARY SERVICE CONNECTION ' % EX. 5" SANITARY SERVICE CONNECTION ' % EX. 5" SANITARY SERVICE CONNECTION 35 SEWER, REM, LESS THAN 24 INCH DR STRUCTURE, 48 INCH 6 SEWER, CPP, 2 INCH, TR DET B VIVIAN ROAD SEWER, CPP, 2 INCH 30 TR DET A 2 TR DET B DR STRUCTURE, TAP, 2 INCH 97' % 598 CABLE CABLE 597 OPTICALCABLE 42' - 2" 0.83% EX. 5" SANITARY SERVICE CONNECTION TELE. BOX 599 BURIED TELE. EX. STORM C.B. RIM = " SW = " SE = EXISTING GROUND PROFILE ST HURD ROAD STA , 20.' RT 2" W = ' % EX. 2" HP GAS MAIN TOP OF PIPE = 594.6` (REMOVE) 599 2" WATER MAIN HURD ROAD DR STRUCTURE, 24 INCH 80 SEWER CL E, 2 INCH, TR DET B 56 SYD PAVT, REM 25 TON AGGREGATE BASE 7 TON HAND PATCHING STA , 22' RT RIM = " N & S =.69 ESTIMATED ELEVATION VERTICAL 7' % EX. 0" SANITARY SEWER 7 SEWER, CPP, 2 INCH, TR DET A 6 EXPLORATORY INVESTIGATION, RIM = " S =.85 EX. 6" ST. STA , 20.7' RT EX. STORM C.B. 3X (REMOVE) RIM = " SE = " N =.85 0' SIGN, TYPE III, REM MSG SIGN, TYPE III, ERECT, SALV NOTES STA , 2' RT DR STRUCTURE, REM DR STRUCTURE, 24 INCH " N =.85 4" SE = GRAPHIC SCALE 30' 60' QUANTITIES THIS SHEET: SYD TON SYD TON SYD SYD CULV, REM, LESS THAN 24 INCH DR STRUCTURE, REM SEWER, REM, LESS THAN 24 INCH PAVT, REM EXPLORATORY INVESTIGATION, VERTICAL EROSION CONTROL, INLET PROTECTION, FABRIC DROP AGGREGATE BASE AGGREGATE BASE, CONDITIONING SEWER, CL E, 2 INCH SEWER, CPP, 2 INCH, TR DET A SEWER, CPP, 2 INCH, TR DET B DR STRUCTURE, 24 INCH DIA DR STRUCTURE, 48 INCH DIA DR STRUCTURE, TAP, 2 INCH DR STRUCTURE COVER, TYPE G DR STRUCTURE COVER, TYPE B HAND PATCHING DRIVEWAY, NONREINF CONC, 6 INCH SIGN, TYPE III, ERECT, SALV SIGN, TYPE III, REM SLOPE RESTORATION, TYPE A CONTRACTOR TO TRIM TREES BETWEEN STA AND STA TO GAIN ACCESS TO THE SITE. TREE TRIMMING WILL NOT BE PAID FOR SEPARATELY AND IS INCLUDED IN THE UNIT PRICES FOR THE RELATED PAY ITEMS. AN ESTIMATED QUANTITY OF 68 CYD OF EMBANKMENT, LM WILL BE REQUIRED TO FILL IN THE DITCH FROM STA 42+5 TO STA THE EMBANKMENT WILL NOT BE PAID FOR SEPARATELY AND IS INCLUDED IN THE UNIT PRICE FOR MACHINE GRADING, MOFIDIED. CONTRACTOR SHALL EXPOSE 2" AC WATER MAIN BETWEEN 7+50 AND 7+60 PRIOR TO ORDERING MATERIALS. THIS WORK WILL BE PAID FOR AS EXPLORATORY INVESTIGATION, VERTICAL. AN ESTIMATED QUANTITY OF 6 HAS BEEN INCLUDED IN THE PLAN QUANTITIES. CONTRACTOR TO GRADE SITE TO CRTE POSTIVE DRAINAGE TO STRUCTURES. 590 NO. DATE BY DESCRIPTION PREPARED FOR: PRELIMINARY SUBMITTAL TO MCRC SLB 4/2/ NORTH DIXIE HIGHWAY FINAL PLANS SLB 4/3/208 2 MONROE, MI 4862 ADDENDUM NO. SLB 4/7/208 3 TEL: VIVIAN ROAD DRAINAGE 2 4 4/27/208 SLB ADDENDUM NO. 2 FAX: FRENCHTOWN PROJECT DATE: CHARTER TOWNSHIP FRENCHTOWN CHARTER 04/7/208 PLAN AND PROFILE WN0CR PROJECT NO.: TOWNSHIP KHW DRAWN BY: 2744 VIVIAN ROAD MONROE COUNTY, MI 2 SLB CHECKED BY: MONROE, MI 4862

4 MONROE COUNTY ROAD COMMISSION HURD ROAD AND VIVIAN ROAD DRAINAGE IMPROVEMENTS TO: Board of County Road Commissioners of Monroe County, Michigan The undersigned, having full knowledge of the site, proposal, plans and specifications for the Hurd Road and Vivian Road Drainage Improvements project in Frenchtown Township, Monroe County, Michigan including Bidders Addenda & 2, and the conditions of these Contract Documents, hereby agrees to furnish all services, labor, materials, tools, equipment, transportation, and incidentals necessary to perform the entire Work; to complete the contract by the date specified in the Instructions to Bidders and General Provisions, according to the Proposal, Plans and Specifications; and to accept in full, compensation for all work necessary to complete the project at the unit prices named below: UNIT PRICE WORK HURD ROAD Item Code Item Description Approx. Quantity Unit Unit Price Bid Amount Mobilization, Max $6, LSUM $ $ Culv, Rem, Less than 24 inch 2 Ea $ $ Sewer, Rem, Less than 24 inch 545 Ft $ $ Pavt, Rem 42 Syd $ $ Excavation, Earth,05 Cyd $ $ Erosion Control, Inlet Protection, Fabric Drop 4 Ea $ $ Aggregate Base 35 Ton $ $ Aggregate Base, Conditioning 97 Syd $ $ Culv End Sect, Metal, 2 inch 6 Ea $ $ Sewer Bulkhead, 2 inch Ea $ $ Sewer, Corrugated Polypropylene, 2 inch, Tr Det A Sewer, Corrugated Polypropylene, 2 inch, Tr Det B Ft $ $ 96 Ft $ $ Standard Flap Gate, 2 inch Ea $ $ Dr Structure Cover, Type G 4 Ea $ $ Dr Structure, 24 inch dia 3 Ea $ $ Page 8 of 4

5 Dr Structure, 48 inch dia Ea $ $ Dr Structure, Tap, 2 inch 2 Ea $ $ HMA Surface, Rem 85 Syd $ $ Edge Trimming 94 Ft $ $ Hand Patching 8 Ton $ $ HMA Approach 0 Ton $ $ Driveway, Nonreinf Conc, 6 inch 42 Syd $ $ Barricade, Type III, High Intensity, Lighted, Furn Barricade, Type III, High Intensity, Lighted, Oper 7 Ea $ $ 7 Ea $ $ Minor Traf Devices LSUM $ $ Furn Oper Special, Furn Special, Oper 23 Sft $ $ 23 Sft $ $ 2 Sft $ $ 2 Sft $ $ Traf Regulator Control LSUM $ $ 80 Slope Restoration, Type A 3,590 Syd $ $ Flowable Fill, Non-Structural 4 Cyd $ $ Hurd Road Subtotal = $ UNIT PRICE WORK VIVIAN ROAD Item Code Item Description Approx. Quantity Unit Unit Price Bid Amount Mobilization, Max $4, LSUM $ $ Page 9 of 4

6 Culv, Rem, Less than 24 inch Ea $ $ Dr Structure, Rem Ea $ $ Sewer, Rem, Less than 24 inch 20 Ft $ $ Pavt, Rem 224 Syd $ $ Exploratory Investigation, Vertical 6 Ft $ $ Machine Grading, Modified 6 Sta $ $ Erosion Control, Inlet Protection, Fabric Drop 7 Ea $ $ Aggregate Base 5 Ton $ $ Aggregate Base, Conditioning 68 Syd $ $ 4020 Sewer, Cl E, 2 inch, Tr Det B 80 Ft $ $ Sewer, Corrugated Polypropylene, 2 inch, Tr Det A Sewer, Corrugated Polypropylene, 2 inch, Tr Det B 398 Ft $ $ 40 Ft $ $ Dr Structure Cover, Type B Ea $ $ Dr Structure Cover, Type G 7 Ea $ $ Dr Structure, 24 inch dia 7 Ea $ $ Dr Structure, 48 inch dia Ea $ $ Dr Structure, Tap, 2 inch Ea $ $ Hand Patching 7 Ton $ $ Driveway, Nonreinf Conc, 6 inch 68 Syd $ $ Sign, Type III, Erect, Salv 3 Ea $ $ Sign, Type III, Rem 3 Ea $ $ Barricade, Type III, High Intensity, Lighted, Furn 0 Ea $ $ Page 0 of 4

7 Barricade, Type III, High Intensity, Lighted, Oper Channelizing Device, 42 inch, Furn Channelizing Device, 42 inch, Oper 0 Ea $ $ 20 Ea $ $ 20 Ea $ $ Minor Traf Devices LSUM $ $ Furn Oper 294 Sft $ $ 294 Sft $ $ Traf Regulator Control LSUM $ $ 80 Slope Restoration, Type A,03 Syd $ $ Vivian Road Subtotal = $ Total Bid (Hurd Road + Vivian Road) = $ Contractor Signature: Printed Name and Title: Quantities are not guaranteed. Final payment will be based on actual quantities. Bidder agrees that the work will be completed and ready for final payment in accordance with the General Conditions. All work on the Hurd Road and Vivian Road Drainage Improvements contract is to be completed by August 3, 208 as detailed in the Time of Completion section above. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work on time. The following documents are attached to and made a condition of this Bid: Required Bid Security in the form of either: Certified Check or a Bidder s Bond in the amount of: Dollars ($ ) Page of 4

8 2RC205(A020) MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR NON-STRUCTURAL FLOWABLE FILL C&T:TES of C&T:APPR:DMG:JAB:08-7- a. Description. This work consists of furnishing and placing non-structural flowable fill for abandoning pipes and miscellaneous structures; constructing miscellaneous bulkheads or forms; and backfilling. This specification is not intended to address flowable fill used as structural backfill. b. Materials. Supply non-structural flowable fill consisting of a mixture of Portland cement, fly ash, sand (2NS) and water. Use materials conforming to the standard specifications except as modified by this special provision. All non-structural flowable fill is intended to be removable using conventional mechanical excavation methods. Use either Type I or IA Portland cement conforming to section 90 of the Standard Specifications for Construction and Class F or C fly ash as specified by ASTM C 68 except that there is no limit on loss on ignition. Produce a mix of cement, fly ash, sand and water in the following proportions. Portland Cement Fly Ash Sand Water 50 lb/cyd 500 lb/cyd 2850 lb/cyd approx. 376 lb/cyd (sufficient to produce desired flowability) c. Construction. Produce and deliver the non-structural flowable fill at a minimum temperature of 50 degrees F. Transport mixture to the point of placement in a revolving drum mixer or agitator. Secure all pipes and conduits within the backfill area to counteract the buoyant effect of nonstructural flowable fill. Place the material evenly around manholes and in utility trenches to avoid dislocating pipes and conduits. d. Measurement and Payment. The completed work, as described, will be measured and paid for at the contract unit price using the following pay item: Pay Item Pay Unit Flowable Fill, Non-Structural... Cubic Yard Flowable Fill, Non-Structural includes all labor, equipment and materials required to supply and place flowable fill for the purpose of abandoning pipes and miscellaneous structures, and includes any necessary miscellaneous bulkheads for forms.

NOTICE TO BIDDERS ADDENDUM #1 January 8, 2019 Eastman Road Scrap Tire Grant Project

MIDLAND COUNTY ROAD COMMISSION 2334 N. MERIDIAN ROAD SANFORD, MI 48657 Phone (989) 687-9060 Fax (989) 687-9121 www.midlandroads.com NOTICE TO BIDDERS ADDENDUM #1 January 8, 2019 Eastman Road Scrap Tire