Review of Bids for Maple Street and other Street and Utility Improvements and Proposal for Construction Engineering

City Council Agenda Item Report

FROM:

Scott Herbert – Public Works Superintendent

MEETING DATE:

February 4, 2026

SUBJECT:

Maple Street Improvements

DESCRIPTION:

Overview

To deliver on some of the needs identified in the City of Saugatuck’s Capital Improvements Plan (CIP), Master Plan Survey, and Strategic Planning goals, Maple Street and other miscellaneous improvements have been a strong area of fucus over the past couple of years. In the spring of 2025, City Council approved the proposal submitted by Fleis & Vandenbrink Engineering to assist with the design and bidding phase of the Maple Street project. The proposal schedule had estimated final design and permitting to be completed late 2025 with bidding in late 2025/early 2026 for construction. The bid opening was on January 27, 2026, in which the City secured 3 bids with the lowest bidder being Schippers Excavating out of West Olive, MI. in the amount of $4,334,036.50. This cost is to be split between the City of Saugatuck and Saugatuck Township, and the financial breakdown is enclosed.

Scope of Work

The scope of the project consists of the following: Maple Street Improvements: • Water main replacement • Water service extensions/replacements • Sanitary sewer repairs/adjustments/extensions • Stormwater detention • Road rehabilitation • Culvert repairs • Concrete sidewalk

Additional Improvements: • DPW driveway resurfacing • Mary Street improvements • Water Street gate valves • Seawall/Concrete Improvements (Coghlin Park, Wicks Park, Spear Street Boat Launch, and Francis Street-End)

Project Costs

This is a large multi-jurisdictional project with funding from the MDOT (Category B grant), private property owners, Saugatuck Township, and Saugatuck City with a span across 3 fiscal years (FY 2024/25, FY 2025/26, and FY 2026/2027).

Construction Engineering Services Total

City of Saugatuck

Saugatuck Township

$3,191,066.50 $234,600.00 $3,425,666.50

$1,142,970.00 $84,100.00 $1,227,070.00

Recommendation

City staff and engineering recommend awarding the contract to Schippers Excavating in the amount of $4,334,036.50 for the construction portion of this project and to accept the proposal submitted by Fleis & Vandenbrink Engineering for project oversight and contract closeout in the amount of $318,700.

Included Documents Recommendation of Award - Enclosed Bid SummaryEnclosed Price Breakdown – Enclosed Bid Tabs – Enclosed Maple Street Construction Engineering Services - Enclosed BUDGET ACTION REQUIRED: Funds for the project were budgeted for this fiscal year and no budget action is needed at this time. This project will carry over into the Fiscal Year 2026/2027 budget cycle. The City Manager will provide further detail at the workshop meeting. COMMITTEE/COMMISSION REVIEW: N/A LEGAL REVIEW: N/A SAMPLE MOTION: Workshop discussion only. Motion to award the 2026 Street and Utility project in the amount of $4,334,036.50 to Schippers Excavating and to approve the proposal submitted by Fleis & Vandenbrink Engineering for construction engineering services – 2026 Street and Utility Improvements in the amount of $318,700.

January 29, 2026 Via Email: rcummins@saugatuckcity.com Ryan Cummins, City Manager City of Saugatuck 102 Butler Street P.O. Box 86 Saugatuck, MI 49453 RE:

Proposal for Construction Engineering Services – 2026 Street and Utility Improvements

Dear Ryan: As you are aware, we received bids for the 2026 Street and Utility Improvements on January 27, 2026 and anticipate the City to make an award at the February 9, 2026 council meeting, moving toward the construction phase of the project. We anticipate construction to begin in 2026 when the frost laws are lifted at the end of March/early April and continue until mid-November 2026. Based on our understanding of the construction schedule, we have prepared the attached Work Plan and Proposed Engineering Fees for construction engineering services for the project. We have based our fees on a 30-week construction period. If the schedule deviates significantly, either shorter or longer, we propose to adjust the budget proportionally for those tasks affected by the schedule. We propose to complete the scope of work identified in the attached Work Plan for the following lump sum fees: Task Construction Administration Construction Staking On-Site Observation & Testing Off-Site Testing Contract Closeout Total Proposed Budget

Construction Engineering Fees Township City Total $13,300 $37,000 $50,300 $10,700 $29,900 $40,600 $56,100 $156,600 $212,700 $700 $1,900 $2,600 $3,300 $9,200 $12,500 $84,100 $234,600 $318,700

The breakdown for construction engineering services is based on the calculated breakdown of constructions costs (as outlined in the Recommendation of Award dated 1/28/2026), which works out to approximately 26% for the Township and 74% for the City.

P17535 Letter CE

2960 Lucerne Drive SE Grand Rapids, MI 49546 P: 616.977.1000 F: 616.977.1005 www.fveng.com

Ryan Cummins | City of Saugatuck │ January 29, 2026 Page 2 of 2

We are excited for the opportunity to continue our work with you on this project! Authorization to proceed with construction phase services can be given by returning a copy of this proposal signed below as indicated. In the meantime, please feel free to contact us with any questions. Sincerely, FLEIS & VANDENBRINK

Peter Tierney, P.E. Project Manager

Jonathan W. Moxey, P.E. Principal

WORK AUTHORIZATION Fleis & VandenBrink is hereby authorized to proceed with the Scope of Services presented in this proposal in accordance with the existing Professional Services Agreement for General Consultation dated November 13, 2018.

____________________________________________ By: Jamie Wolters, City Clerk

______________________ Date

____________________________________________ By: Holly Anderson, City Mayor

______________________ Date

P17535 Letter CE

City of Saugatuck | 2026 Street and Utility Improvements | January 29, 2025

WORK PLAN Construction Engineering Services 1. Prepare the Notice of Award after an award is made by the City. 2. Review bonds and insurances provided by the Contractor and assemble contracts for signatures. Distribute executed contracts electronically (PDF). 3. Schedule and attend the pre-construction meeting with the Contractor, City representatives, Township representatives, Kalamazoo Sewer and Water Authority (KLSWA), Saugatuck Township Fire District (STFD), private utility companies and other stakeholders, as appropriate. Prepare and distribute meeting minutes. 4. Perform construction staking for the improvements. We will provide staking for the water main, roadway and sidewalk, responding to contractor requests. 5. Provide project administration and engineering consultation throughout the construction period (30 weeks assumed), including: ▪ Schedule and progress meetings once every two (2) with the Contractor and City staff. Prepare and distribute meeting minutes. ▪ Review shop drawings and other project submittals. ▪ Review Contractor pay applications and, if appropriate, submit a recommendation to the City for approval. ▪ Maintain project records. 6. Provide on-site observation and testing during project construction activities. Based on our understanding of the project schedule, we have included 30 weeks of observation at an average of 50 hours per week. The field technician’s duties will include: ▪ Provide daily record keeping of construction activities. ▪ Address complaints filed with the City, if any. ▪ Provide on-site density testing of soils, concrete testing and density testing of asphalt paving. 7. Provide and coordinate off-site materials testing as required (e.g., sieve analysis of soils and concrete cylinder breaks). Off-site testing services will be sub-contracted to a qualified independent testing consultant and are included in our budget. 8. Conduct a final review meeting on site with the Contractor, KLSWA, and City staff to review the completed work. Prepare a final punch list of remaining work items. Provide follow-up review to see that the punch list items have been addressed. 9. Prepare record drawings reflecting the as-constructed improvements. 10. Coordinate final payment with release of retainage and contract closeout. 11. Update appropriate GIS records resulting from the project.

P17535 Work Plan CE

RECOMMENDATION OF AWARD January 28, 2026 Via Email: rcummins@saugatuckcity.com Ryan Cummins, City Manager City of Saugatuck 102 Butler Street, P.O. Box 86 Saugatuck, MI 49453 RE:

2026 Street and Utility Improvements

Dear Ryan: We have reviewed the bids received on January 27, 2026 for the above referenced project. Three bids were received, and the bid summary is attached. The low bidder is Schippers Excavating of West Olive, Michigan with a bid amount of $4,334,036.50. We have worked with Schippers Excavating on a number of previous projects and feel they are capable of meeting the project requirements. Schippers is prequalified by the Michigan Department of Transportation in 8 different categories of construction, including those that are applicable to this project. Below is a summary of the as-bid construction costs compared to pre-design and engineer’s estimates: Category Maple Street & DPW – City Maple Street - Township Seawall Improvements (City) Mary Street Improvements (City) Total

Pre-Design Estimate $2,905,000.00 $1,140,000.00 N/A N/A N/A

City $3,191,066.50

Township $1,142,970.00

Engineer’s Estimate $2,930,409.50 $1,068,415.00 $200,000.00 $30,000.00 $4,228,824.50

As-Bid $2,997,669.00 $1,142,970.00 $160,000.00 $33,397.50 $4,334,036.50

Total $4,334,036.50

Based on the above information we recommend the City award the 2026 Street and Utility project in the amount of $4,334,036.50 to Schippers Excavating. Please feel free to call with any questions. Sincerely, FLEIS & VANDENBRINK

Peter Tierney, P.E. Project Manager

Jonathan W. Moxey, P.E. Principal

Cc: Scott Herbert, DPW Superintendent Enclosure

859772 Rec of Award

City of Saugatuck 2026 Street and Utility Project Project 859772

BID SUMMARY BID OPENING: Tuesday, January 27, 2022 at 9:00 a.m. Bidder (listed below from low to high)

Bid Amount

City Cost

Township Cost

1. Schippers Excavating

$4,334,036.50

$3,191,066.50

$1,142,970.00

2. Redline Excavating

$4,775,623.00

$3,576,118.50

$1,199,511.50

3. Milbocker & Sons

$5,365,953.50

$3,815,331.00

$1,550,632.50

859772 Bid Summary

2960 Lucerne Drive SE Grand Rapids, MI 49546 P: 616.977.1000 F: 616.977.1005 www.fveng.com

City of Saugatuck 2026 Street Improvements Subcategory Breakdown

Subcategory Water Main Replacement - City Water Main Replacement - Township Sanitary Sewer Repairs - City Sanitary Sewer Repairs - Township Crush & Shape Road Rehab - City Crush & Shape Road Rehab - Township 5-Foot Concrete Sidewalk - City Underground Stormwater Detention - City Culvert Repairs - City DPW Parking Lot Paving - City Sanitary Service Extensions - City Seawall and Road End Improvements - City Mary Street Improvements - City Water Street Gate Valves - City Water Service Extensions - City Total

Design Engineering $ 48,000.00 $ 48,000.00 $ 2,000.00 $ 2,000.00 $ 60,600.00 $ 26,000.00 $ 60,000.00 $ 10,000.00 $ 1,400.00 $ 9,000.00 $ 1,000.00 N/A N/A N/A N/A $ 268,000.00

As-Bid Construction $ 744,650.00 $ 806,575.00 $ $ $ 968,838.75 $ 336,395.00 $ 841,827.75 $ 103,200.00 $ 25,100.00 $ 138,442.50 $ 92,000.00 $ 160,000.00 $ 33,397.50 $ 74,760.00 $ 8,850.00 $ 4,334,036.50

Construction Engineering $ 52,000.00 $ 52,000.00 $ $ $ 67,400.00 $ 32,100.00 $ 70,000.00 $ 10,000.00 $ 1,600.00 $ 11,000.00 $ 1,000.00 $ 6,000.00 $ 7,000.00 $ 6,600.00 N/A $ 316,700.00

Subcategory Total $ 844,650.00 $ 906,575.00 $ 2,000.00 $ 2,000.00 $ 1,096,838.75 $ 394,495.00 $ 971,827.75 $ 123,200.00 $ 28,100.00 $ 158,442.50 $ 94,000.00 $ 166,000.00 $ 40,397.50 $ 81,360.00 $ 8,850.00 $ 4,918,736.50

Pre-Design Estimate $ 835,000.00 $ 835,000.00 $ 60,000.00 $ 60,000.00 $ 1,005,000.00 $ 405,000.00 $ 1,070,000.00 $ 120,000.00 $ 30,000.00 $ 170,000.00 $ 20,000.00 N/A N/A N/A N/A N/A

Comments See note 3 below. See note 3 below. See note 1 below. See note 1 below.

See note 2 below.

See noted 2 below.

Note 1: Sanitary sewer and manholes were evaluated during design. The chimney condition issues were such that they will be addressed with normal adjustment of castings. The sewer condition is such that repairs are not urgent and can be addressed with lining in the future without impacting the road. Note 2: Costs for extensions are estimates only to be refined based on actual quantities used during construction. Note 3: Water service replacement costs assume all unknown services need to be replaced to the home. There are more unknown services on the Township side. All services materials to be confirmed during construction.

City of Saugatuck 2026 Street and Utility Improvements Bid Tabulations Engineering Estimate ITEM NO.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44

ITEM DESCRIPTION

UNIT

General Conditions, Bonds, and Insurance, Max 5% LSum Pre-construction Video Survey LSum Dewatering LSum Tree Trimming LSum Exploratory Digging Hr Cash Allowance Allow Tree Rem, 6 inch to 18 inch Ea Tree Rem, 19 inch to 36 inch Ea Tree Rem, 37 inch or Larger Ea Cold Mill HMA Pavement Syd HMA Surface, Rem Syd HMA Base Crushing and Shaping Syd Concrete Driveway, Rem Syd Sidewalk, Rem Syd Curb and Gutter, Rem Ft Curb and Gutter, Rem, Modified Ft Guardrail, Rem Ft Sewer Rem, Less Than 24 inch Ft Dr Structure, Rem Ea Sign, Rem Ea Gate Box, Rem Ea Subgrade Undercutting, Type II Cyd Trench Undercut and Backfill Cyd Erosion Control, Inlet Protection, Fabric Drop Ea Erosion Control, Silt Fence Ft Leach Basin, 24 inch Dia Ea Leach Basin, 48 inch Dia Ea Dr Structure, 24 inch Dia Ea Dr Structure, 48 inch Dia Ea Nyloplast Drainage Basins Ea Outlet Control Structure, 72 inch Dia Ea Underdrain, 4 inch Ft Underdrain, 8 inch Ft Underdrain Outlet, 8 inch Ea Wye, 8 inch x 6 inch Ea Strom Sewer, 1-1/2 inch, PE Ft Storm Sewer, 4 inch, PE Ft Storm Sewer, 6 inch, PE Ft Storm Sewer, 12 inch, Conc Ft Storm Sewer, 15 inch, PE Ft Storm Sewer, 24 inch, Conc Ft End Section, 12 inch, Conc Ea End Section, 15 inch, Metal Ea End Section, 24 inch, Conc Ea

859772 Bid Tabs

ESTIMATED QUANTITY

1 1 1 1 6 30,000 20 4 5 865 3,500 16,050 815 30 250 15 96 325 3 11 9 150 200 21 225 1 6 8 4 5 1 460 2,734 3 1 10 15 5 113 6 53 3 1 1

BID UNIT PRICE

$185,000.00 $5,000.00 $50,000.00 $10,000.00 $2,500.00 $1.00 $400.00 $1,400.00 $2,800.00 $5.00 $6.00 $3.00 $12.00 $13.00 $12.00 $17.00 $3.00 $23.00 $400.00 $25.00 $375.00 $35.00 $70.00 $140.00 $5.00 $3,000.00 $3,500.00 $1,800.00 $2,500.00 $1,000.00 $8,000.00 $10.00 $25.00 $50.00 $600.00 $30.00 $40.00 $50.00 $80.00 $100.00 $210.00 $600.00 $550.00 $1,200.00

BID AMOUNT

$185,000.00 $5,000.00 $50,000.00 $10,000.00 $15,000.00 $30,000.00 $8,000.00 $5,600.00 $14,000.00 $4,325.00 $21,000.00 $48,150.00 $9,780.00 $390.00 $3,000.00 $255.00 $288.00 $7,475.00 $1,200.00 $275.00 $3,375.00 $5,250.00 $14,000.00 $2,940.00 $1,125.00 $3,000.00 $21,000.00 $14,400.00 $10,000.00 $5,000.00 $8,000.00 $4,600.00 $68,350.00 $150.00 $600.00 $300.00 $600.00 $250.00 $9,040.00 $600.00 $11,130.00 $1,800.00 $550.00 $1,200.00

Schippers Excavating BID UNIT PRICE

$200,000.00 $6,500.00 $60,000.00 $15,000.00 $300.00 $1.00 $450.00 $1,500.00 $3,000.00 $12.00 $4.00 $4.50 $7.00 $12.00 $8.00 $12.00 $8.00 $9.00 $500.00 $100.00 $600.00 $24.00 $40.00 $160.00 $4.00 $5,500.00 $6,500.00 $2,800.00 $3,900.00 $4,000.00 $10,000.00 $7.00 $24.00 $300.00 $500.00 $21.00 $30.00 $35.00 $80.00 $110.00 $150.00 $500.00 $600.00 $2,500.00

BID AMOUNT

$200,000.00 $6,500.00 $60,000.00 $15,000.00 $1,800.00 $30,000.00 $9,000.00 $6,000.00 $15,000.00 $10,380.00 $14,000.00 $72,225.00 $5,705.00 $360.00 $2,000.00 $180.00 $768.00 $2,925.00 $1,500.00 $1,100.00 $5,400.00 $3,600.00 $8,000.00 $3,360.00 $900.00 $5,500.00 $39,000.00 $22,400.00 $15,600.00 $20,000.00 $10,000.00 $3,220.00 $65,616.00 $900.00 $500.00 $210.00 $450.00 $175.00 $9,040.00 $660.00 $7,950.00 $1,500.00 $600.00 $2,500.00

Redline Excavating BID UNIT PRICE

$227,411.00 $3,200.00 $50,861.00 $19,773.00 $835.00 $1.00 $474.00 $1,329.00 $3,086.00 $11.00 $11.00 $3.00 $14.00 $12.00 $13.00 $21.00 $15.00 $30.00 $984.00 $92.00 $510.00 $57.00 $63.00 $99.00 $3.00 $3,647.00 $6,115.00 $2,971.00 $3,344.00 $3,975.00 $8,220.00 $22.00 $30.00 $275.00 $344.00 $32.00 $32.00 $38.00 $91.00 $78.00 $132.00 $1,137.00 $307.00 $1,548.00

BID AMOUNT

$227,411.00 $3,200.00 $50,861.00 $19,773.00 $5,010.00 $30,000.00 $9,480.00 $5,316.00 $15,430.00 $9,515.00 $38,500.00 $48,150.00 $11,410.00 $360.00 $3,250.00 $315.00 $1,440.00 $9,750.00 $2,952.00 $1,012.00 $4,590.00 $8,550.00 $12,600.00 $2,079.00 $675.00 $3,647.00 $36,690.00 $23,768.00 $13,376.00 $19,875.00 $8,220.00 $10,120.00 $82,020.00 $825.00 $344.00 $320.00 $480.00 $190.00 $10,283.00 $468.00 $6,996.00 $3,411.00 $307.00 $1,548.00

Job:

859772

Date:

1/29/2026

Milbocker & Sons BID UNIT PRICE

BID AMOUNT

$265,000.00 $265,000.00 $9,500.00 $9,500.00 $200,000.00 $200,000.00 $15,000.00 $15,000.00 $700.00 $4,200.00 $1.00 $30,000.00 $400.00 $8,000.00 $1,100.00 $4,400.00 $2,500.00 $12,500.00 $7.00 $6,055.00 $6.00 $21,000.00 $10.00 $160,500.00 $11.00 $8,965.00 $14.00 $420.00 $13.00 $3,250.00 $23.00 $345.00 $5.00 $480.00 $14.00 $4,550.00 $500.00 $1,500.00 $100.00 $1,100.00 $250.00 $2,250.00 $35.00 $5,250.00 $45.00 $9,000.00 $90.00 $1,890.00 $4.00 $900.00 $3,200.00 $3,200.00 $4,300.00 $25,800.00 $1,500.00 $12,000.00 $2,300.00 $9,200.00 $3,500.00 $17,500.00 $20,000.00 $20,000.00 $7.00 $3,220.00 $25.00 $68,350.00 $325.00 $975.00 $750.00 $750.00 $40.00 $400.00 $80.00 $1,200.00 $85.00 $425.00 $140.00 $15,820.00 $85.00 $510.00 $150.00 $7,950.00 $850.00 $2,550.00 $350.00 $350.00 $1,300.00 $1,300.00 2960 Lucerne Drive SE Grand Rapids, MI 49546 P: 616.977.1000 www.fveng.com

Engineering Estimate ITEM NO.

45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100

ITEM DESCRIPTION

UNIT

ESTIMATED QUANTITY

Rip Rap, Plain Ton 110 Culvert Cleanout Ft 25 Sewer Tap, 1-1/2 inch Ea 1 Sewer Tap, 4 inch Ea 1 Sewer Tap, 6 inch Ea 3 Sewer Tap, 12 inch Ea 1 Sewer Tap, 15 inch Ea 1 Sewer Tap, 21 inch Ea 1 Sewer Tap, 8 inch to 24 inch Ea 1 Dr Structure Tap, 3 inch Ea 3 Dr Structure Tap, 12 inch Ea 3 Dr Structure, Adj, Case 1 Ea 22 Dr Structure, Adj, Case 2 Ea 3 Dr Structure Cover, Type B Ea 9 Dr Structure Cover, Type C Ea 2 Dr Structure Cover, Type D Ea 5 Dr Structure Cover, Type G Ea 10 Dr Structure Cover, Type K Ea 3 Dr Structure Cover, Type Q Ea 14 Dr Structure, Repair Ea 11 Gate Box, Adj, Case 1 Ea 4 Subbase, CIP Cyd 3,720 Aggregate Base Ton 5,710 Aggregate Base, 6 inch Syd 1,125 Aggregate Surface CSE Ton 375 HMA, 4EL Ton 2,320 HMA, 5EL Ton 2,475 HMA Valley Gutter Ft 2,815 HMA Approach Ton 345 Hand Patching Ton 70 HMA Spillway Ea 5 Concrete Spillway Ea 1 Driveway Nonreinf, Conc, 6 inch Syd 795 Driveway, Nonreinf Conc, Decorative, 6 inch Syd 50 Curb Conc, Det E2 Ft 45 Curb and Gutter, Conc, Det F4 Ft 415 Curb and Gutter, Conc, Rolled Curb Ft 145 Sidewalk Grading Ft 4,580 Sidewalk, Conc, 4 inch Sft 17,615 Sidewalk, Conc, 6 inch Sft 5,330 Detectable Warning Surface Ft 100 Roadway Trenching Ft 3,615 Utility Structure Adj (By Others) Ea 1 Minor Traf Devices LSum 1 Traf Regulator Control LSum 1 Barricade, Type III, High Intensity, Lighted, Double Sided, Ea Furn 17 Barricade, Type III, High Intensity, Lighted, Double Sided, Ea Oper 17 Sign, Type B, Temp, Prismatic, Furn Sft 400 Sign, Type B, Temp, Prismatic, Oper Sft 400 Sign, Type B, Temp, Prismatic, Spec, Furn Sft 100 Sign, Type B, Temp, Prismatic, Spec, Oper Sft 100 Plastic Drum, High Intensity, Furn Ea 300 Plastic Drum, High Intensity, Oper Ea 300 Pedestrian Type II Barricade, Temp Ea 28 Sign Cover, Type I Ea 5 Salvage and Reinstall Sign Ea 10

859772 Bid Tabs

BID UNIT PRICE

$100.00 $1,000.00 $500.00 $600.00 $700.00 $1,000.00 $1,800.00 $2,000.00 $2,000.00 $475.00 $800.00 $750.00 $800.00 $900.00 $1,200.00 $850.00 $750.00 $1,000.00 $800.00 $1,000.00 $550.00 $20.00 $40.00 $20.00 $35.00 $110.00 $110.00 $2.50 $200.00 $250.00 $500.00 $1,000.00 $60.00 $150.00 $50.00 $35.00 $40.00 $10.00 $5.00 $6.00 $50.00 $25.00 $500.00 $20,000.00 $15,000.00 $75.00 $10.00 $4.50 $1.00 $6.00 $1.00 $25.00 $1.00 $75.00 $100.00 $50.00

BID AMOUNT

$11,000.00 $25,000.00 $500.00 $600.00 $2,100.00 $1,000.00 $1,800.00 $2,000.00 $2,000.00 $1,425.00 $2,400.00 $16,500.00 $2,400.00 $8,100.00 $2,400.00 $4,250.00 $7,500.00 $3,000.00 $11,200.00 $11,000.00 $2,200.00 $74,400.00 $228,400.00 $22,500.00 $13,125.00 $255,200.00 $272,250.00 $7,037.50 $69,000.00 $17,500.00 $2,500.00 $1,000.00 $47,700.00 $7,500.00 $2,250.00 $14,525.00 $5,800.00 $45,800.00 $88,075.00 $31,980.00 $5,000.00 $90,375.00 $500.00 $20,000.00 $15,000.00 $1,275.00 $170.00 $1,800.00 $400.00 $600.00 $100.00 $7,500.00 $300.00 $2,100.00 $500.00 $500.00

Schippers Excavating BID UNIT PRICE

$100.00 $50.00 $200.00 $300.00 $350.00 $450.00 $500.00 $650.00 $650.00 $300.00 $450.00 $900.00 $700.00 $1,100.00 $1,200.00 $1,400.00 $600.00 $1,200.00 $1,100.00 $800.00 $800.00 $19.00 $45.00 $16.00 $50.00 $93.00 $95.00 $2.00 $250.00 $280.00 $800.00 $9,000.00 $65.00 $200.00 $60.00 $40.00 $40.00 $40.00 $6.50 $7.50 $120.00 $10.00 $500.00 $60,000.00 $10,000.00 $100.00 $5.00 $4.00 $1.00 $8.00 $1.00 $20.00 $1.00 $120.00 $200.00 $200.00

BID AMOUNT

$11,000.00 $1,250.00 $200.00 $300.00 $1,050.00 $450.00 $500.00 $650.00 $650.00 $900.00 $1,350.00 $19,800.00 $2,100.00 $9,900.00 $2,400.00 $7,000.00 $6,000.00 $3,600.00 $15,400.00 $8,800.00 $3,200.00 $70,680.00 $256,950.00 $18,000.00 $18,750.00 $215,760.00 $235,125.00 $5,630.00 $86,250.00 $19,600.00 $4,000.00 $9,000.00 $51,675.00 $10,000.00 $2,700.00 $16,600.00 $5,800.00 $183,200.00 $114,497.50 $39,975.00 $12,000.00 $36,150.00 $500.00 $60,000.00 $10,000.00 $1,700.00 $85.00 $1,600.00 $400.00 $800.00 $100.00 $6,000.00 $300.00 $3,360.00 $1,000.00 $2,000.00

Redline Excavating BID UNIT PRICE

$175.00 $10.00 $286.00 $400.00 $1,143.00 $1,429.00 $1,714.00 $2,286.00 $2,857.00 $457.00 $1,143.00 $527.00 $527.00 $1,129.00 $1,520.00 $1,390.00 $1,094.00 $1,519.00 $1,265.00 $4,000.00 $171.00 $22.00 $33.00 $14.00 $40.00 $121.00 $111.00 $2.00 $260.00 $279.00 $122.00 $3,385.00 $70.00 $157.00 $47.00 $41.00 $41.00 $50.00 $5.00 $7.00 $95.00 $16.00 $2,857.00 $12,572.00 $20,573.00 $74.00 $7.00 $3.00 $2.00 $8.00 $2.00 $19.00 $2.00 $114.00 $114.00 $57.00

BID AMOUNT

$19,250.00 $250.00 $286.00 $400.00 $3,429.00 $1,429.00 $1,714.00 $2,286.00 $2,857.00 $1,371.00 $3,429.00 $11,594.00 $1,581.00 $10,161.00 $3,040.00 $6,950.00 $10,940.00 $4,557.00 $17,710.00 $44,000.00 $684.00 $81,840.00 $188,430.00 $15,750.00 $15,000.00 $280,720.00 $274,725.00 $5,630.00 $89,700.00 $19,530.00 $610.00 $3,385.00 $55,650.00 $7,850.00 $2,115.00 $17,015.00 $5,945.00 $229,000.00 $88,075.00 $37,310.00 $9,500.00 $57,840.00 $2,857.00 $12,572.00 $20,573.00 $1,258.00 $119.00 $1,200.00 $800.00 $800.00 $200.00 $5,700.00 $600.00 $3,192.00 $570.00 $570.00

Milbocker & Sons BID UNIT PRICE

BID AMOUNT

$150.00 $45.00 $250.00 $250.00 $300.00 $300.00 $350.00 $600.00 $1,500.00 $275.00 $350.00 $1,200.00 $800.00 $1,300.00 $1,550.00 $1,450.00 $850.00 $1,150.00 $1,300.00 $4,750.00 $350.00 $35.00 $55.00 $22.00 $60.00 $90.00 $92.00 $1.00 $130.00 $175.00 $300.00 $1,200.00 $60.00 $100.00 $28.00 $23.00 $23.00 $25.00 $4.50 $6.50 $75.00 $10.00 $700.00 $500,000.00 $5,000.00 $65.00 $5.00 $3.00 $1.00 $7.00 $1.00 $17.00 $1.00 $100.00 $100.00 $50.00

$16,500.00 $1,125.00 $250.00 $250.00 $900.00 $300.00 $350.00 $600.00 $1,500.00 $825.00 $1,050.00 $26,400.00 $2,400.00 $11,700.00 $3,100.00 $7,250.00 $8,500.00 $3,450.00 $18,200.00 $52,250.00 $1,400.00 $130,200.00 $314,050.00 $24,750.00 $22,500.00 $208,800.00 $227,700.00 $2,815.00 $44,850.00 $12,250.00 $1,500.00 $1,200.00 $47,700.00 $5,000.00 $1,260.00 $9,545.00 $3,335.00 $114,500.00 $79,267.50 $34,645.00 $7,500.00 $36,150.00 $700.00 $500,000.00 $5,000.00 $1,105.00 $85.00 $1,200.00 $400.00 $700.00 $100.00 $5,100.00 $300.00 $2,800.00 $500.00 $500.00

Engineering Estimate ITEM NO.

101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156

ITEM DESCRIPTION

Sign, Type IIIB Post, Steel, 3 lb Pavt Mrkg, Waterborne, 4 inch, White Pavt Mrkg, Waterborne, 4 inch, Yellow Pavt Mrkg, Waterborne, 24 inch, Stop Bar Pavt Mrkg, Waterborne, 12 inch, Crosswalk Mary Street Pavement Markings Guardrail, Type MGS-8, 72 inch Post Guardrail, Type MGS-8, 72 inch Post, Curved Guardrail Departing Terminal, Type MGS Guardrail Departing Terminal, Type 2M Surface Restoration High Velocity Mulch Blanket Mailbox, Post Water Main, DI, 6 inch Water Main, DI, 8 inch Water Main, DI, 12 inch Polyethylene Encasement 45 Deg Bend, 6 inch 45 Deg Bend, 8 inch 8 inch x 6 inch Reducer 8 inch x 8 inch x 6 inch Tee 8 inch x 8 inch x 8 inch Tee 12 inch x 12 inch x 6 inch Tee 12 inch x 12 inch x 8 inch Tee 12 inch x 12 inch x 12 inch Tee Connect to Ex WM Cut & Plug Ex WM Cap, 8 Inch Gate Valve and Box, 6 inch Gate Valve and Box, 8 inch Gate Valve and Box, 12 inch Remove Hydrant Hydrant Hydrant Extension Corp Stop, 1 inch Corp Stop, Curb Stop & Box, 1 inch Corp Stop, Curb Stop & Box, 2 inch Meter Pit, Rem Meter Moved Into Basement Water Service Connect Water Service Building Connect Water Service, 1 inch, Open Cut or Augur Water Service, 2 inch, Open Cut or Augur Water Service Branch Sanitary Lateral, Forcemain, HDPE, DD, 3 inch Sanitary Manhole, 24 inch Insertatee, 6 inch Sanitary Lateral, 6 inch Sanitary Lateral Cap, 3 inch Bollard, Remove and Replace Underground Storage Split Rail Wood Fence, 42 inch Segmental Block Retaining Wall Hold Pole Coghlin Park Repairs

859772 Bid Tabs

UNIT

ESTIMATED QUANTITY

Sft Ft Ft Ft Ft Ft LSum Ft Ft Ea Ea Syd Syd Ea Ft Ft Ft Ft Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ft Ft Ea Ft Ea Ea Ft Ea Ea LSum Ft Sft Ea LSum

116 406 9,250 8,350 135 410 1 241 0 4 2 15,000 120 40 143 4,206 25 135 4 43 3 10 8 1 1 1 16 15 2 11 21 5 7 11 1 2 47 6 3 3 28 21 4965 1650 4 1150 1 1 30 3 4 1 290 1335 2 1

BID UNIT PRICE

$25.00 $10.00 $0.50 $0.50 $10.00 $6.00 $5,000.00 $14.00 $20.00 $1,100.00 $3,300.00 $6.00 $2.00 $150.00 $110.00 $125.00 $150.00 $25.00 $600.00 $700.00 $650.00 $1,000.00 $1,200.00 $1,500.00 $1,600.00 $2,000.00 $5,000.00 $2,500.00 $650.00 $2,200.00 $2,800.00 $4,800.00 $1,200.00 $5,700.00 $1,500.00 $800.00 $1,200.00 $2,500.00 $200.00 $2,500.00 $550.00 $2,000.00 $50.00 $80.00 $250.00 $70.00 $4,000.00 $500.00 $75.00 $500.00 $4,000.00 $120,000.00 $65.00 $100.00 $1,000.00 $25,000.00

BID AMOUNT

$2,900.00 $4,060.00 $4,625.00 $4,175.00 $1,350.00 $2,460.00 $5,000.00 $3,374.00 $0.00 $4,400.00 $6,600.00 $90,000.00 $240.00 $6,000.00 $15,730.00 $525,750.00 $3,750.00 $3,375.00 $2,400.00 $30,100.00 $1,950.00 $10,000.00 $9,600.00 $1,500.00 $1,600.00 $2,000.00 $80,000.00 $37,500.00 $1,300.00 $24,200.00 $58,800.00 $24,000.00 $8,400.00 $62,700.00 $1,500.00 $1,600.00 $56,400.00 $15,000.00 $600.00 $7,500.00 $15,400.00 $42,000.00 $248,250.00 $132,000.00 $1,000.00 $80,500.00 $4,000.00 $500.00 $2,250.00 $1,500.00 $16,000.00 $120,000.00 $18,850.00 $133,500.00 $2,000.00 $25,000.00

Schippers Excavating BID UNIT PRICE

$10.00 $10.00 $0.30 $0.30 $10.00 $5.00 $5,000.00 $30.00 $60.00 $1,300.00 $3,000.00 $6.50 $4.00 $150.00 $120.00 $135.00 $200.00 $4.00 $500.00 $700.00 $580.00 $900.00 $1,000.00 $1,400.00 $1,600.00 $2,000.00 $4,000.00 $3,000.00 $1,500.00 $2,000.00 $2,500.00 $4,000.00 $600.00 $4,500.00 $800.00 $500.00 $1,150.00 $2,500.00 $800.00 $3,000.00 $1,000.00 $3,000.00 $55.00 $85.00 $1,200.00 $70.00 $6,500.00 $1,150.00 $110.00 $100.00 $400.00 $55,000.00 $16.00 $60.00 $1,000.00 $30,000.00

BID AMOUNT

$1,160.00 $4,060.00 $2,775.00 $2,505.00 $1,350.00 $2,050.00 $5,000.00 $7,230.00 $0.00 $5,200.00 $6,000.00 $97,500.00 $480.00 $6,000.00 $17,160.00 $567,810.00 $5,000.00 $540.00 $2,000.00 $30,100.00 $1,740.00 $9,000.00 $8,000.00 $1,400.00 $1,600.00 $2,000.00 $64,000.00 $45,000.00 $3,000.00 $22,000.00 $52,500.00 $20,000.00 $4,200.00 $49,500.00 $800.00 $1,000.00 $54,050.00 $15,000.00 $2,400.00 $9,000.00 $28,000.00 $63,000.00 $273,075.00 $140,250.00 $4,800.00 $80,500.00 $6,500.00 $1,150.00 $3,300.00 $300.00 $1,600.00 $55,000.00 $4,640.00 $80,100.00 $2,000.00 $30,000.00

Redline Excavating BID UNIT PRICE

$14.00 $10.00 $3.00 $3.00 $14.00 $7.00 $4,000.00 $35.00 $45.00 $1,714.00 $3,429.00 $15.00 $3.00 $257.00 $91.00 $171.00 $257.00 $59.00 $686.00 $914.00 $457.00 $1,714.00 $2,057.00 $3,429.00 $3,657.00 $4,572.00 $7,429.00 $3,657.00 $571.00 $2,857.00 $3,657.00 $5,715.00 $686.00 $6,286.00 $1,372.00 $286.00 $686.00 $2,057.00 $571.00 $4,572.00 $914.00 $2,857.00 $43.00 $63.00 $571.00 $32.00 $5,143.00 $286.00 $91.00 $143.00 $571.00 $84,579.00 $28.00 $77.00 $1,714.00 $5,143.00

BID AMOUNT

$1,624.00 $4,060.00 $27,750.00 $25,050.00 $1,890.00 $2,870.00 $4,000.00 $8,435.00 $0.00 $6,856.00 $6,858.00 $225,000.00 $360.00 $10,280.00 $13,013.00 $719,226.00 $6,425.00 $7,965.00 $2,744.00 $39,302.00 $1,371.00 $17,140.00 $16,456.00 $3,429.00 $3,657.00 $4,572.00 $118,864.00 $54,855.00 $1,142.00 $31,427.00 $76,797.00 $28,575.00 $4,802.00 $69,146.00 $1,372.00 $572.00 $32,242.00 $12,342.00 $1,713.00 $13,716.00 $25,592.00 $59,997.00 $213,495.00 $103,950.00 $2,284.00 $36,800.00 $5,143.00 $286.00 $2,730.00 $429.00 $2,284.00 $84,579.00 $8,120.00 $102,795.00 $3,428.00 $5,143.00

Milbocker & Sons BID UNIT PRICE

BID AMOUNT

$20.00 $9.00 $0.40 $0.40 $4.00 $1.50 $1,000.00 $27.00 $40.00 $1,000.00 $2,600.00 $5.00 $3.50 $250.00 $125.00 $165.00 $225.00 $4.00 $400.00 $500.00 $450.00 $800.00 $875.00 $1,350.00 $1,400.00 $1,700.00 $2,600.00 $275.00 $325.00 $1,825.00 $2,450.00 $4,100.00 $650.00 $4,000.00 $800.00 $500.00 $1,300.00 $2,300.00 $900.00 $3,500.00 $250.00 $2,500.00 $65.00 $75.00 $1,800.00 $95.00 $4,200.00 $4,600.00 $100.00 $250.00 $1,600.00 $200,000.00 $75.00 $100.00 $5,000.00 $40,000.00

$2,320.00 $3,654.00 $3,700.00 $3,340.00 $540.00 $615.00 $1,000.00 $6,507.00 $0.00 $4,000.00 $5,200.00 $75,000.00 $420.00 $10,000.00 $17,875.00 $693,990.00 $5,625.00 $540.00 $1,600.00 $21,500.00 $1,350.00 $8,000.00 $7,000.00 $1,350.00 $1,400.00 $1,700.00 $41,600.00 $4,125.00 $650.00 $20,075.00 $51,450.00 $20,500.00 $4,550.00 $44,000.00 $800.00 $1,000.00 $61,100.00 $13,800.00 $2,700.00 $10,500.00 $7,000.00 $52,500.00 $322,725.00 $123,750.00 $7,200.00 $109,250.00 $4,200.00 $4,600.00 $3,000.00 $750.00 $6,400.00 $200,000.00 $21,750.00 $133,500.00 $10,000.00 $40,000.00

Engineering Estimate ITEM NO.

157 158 159 160 161 162

ITEM DESCRIPTION

Wicks Park Repairs Francis Street Repairs Spear Street Repairs Monument Box Monument Box, Preservation Sanitary MH, Top Section Replacement

UNIT

ESTIMATED QUANTITY

LSum LSum LSum Ea Ea Ea

1 1 1 8 8 1

Denotes a mathematical error in Contractor's Bid that has been corrected.

859772 Bid Tabs

BID UNIT PRICE

$40,000.00 $75,000.00 $60,000.00 $650.00 $550.00 $2,000.00 Total:

BID AMOUNT

$40,000.00 $75,000.00 $60,000.00 $5,200.00 $4,400.00 $2,000.00 $4,228,824.50

Schippers Excavating BID UNIT PRICE

$40,000.00 $65,000.00 $25,000.00 $1,000.00 $1,500.00 $1,500.00 Total: As-Read: Difference:

BID AMOUNT

$40,000.00 $65,000.00 $25,000.00 $8,000.00 $12,000.00 $1,500.00 $4,334,036.50 $4,322,956.50 $11,080.00

Redline Excavating BID UNIT PRICE

$7,429.00 $23,773.00 $43,432.00 $286.00 $229.00 $2,857.00 Total: As-Read: Difference:

BID AMOUNT

$7,429.00 $23,773.00 $43,432.00 $2,288.00 $1,832.00 $2,857.00 $4,775,630.00 $4,775,630.00 $0.00

Milbocker & Sons BID UNIT PRICE

BID AMOUNT

$60,000.00 $50,000.00 $60,000.00 $800.00 $1,500.00 $2,000.00 Total:

$60,000.00 $50,000.00 $60,000.00 $6,400.00 $12,000.00 $2,000.00 $5,365,963.50

SECTION 00 52 00 AGREEMENT This Agreement is by and between City of Saugatuck (“Owner”) and _____________________ (“Contractor”). Terms used in this Agreement have the meanings stated in the General Conditions and the Supplementary Conditions. Owner and Contractor hereby agree as follows: ARTICLE 1 - WORK 1.01

Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: 2026 Street and Utility Improvements

ARTICLE 2 - THE PROJECT 2.01

Project, of which the Work under the Contract Documents is a part, is generally described as follows: 2026 Street and Utility Improvements

ARTICLE 3 - ENGINEER 3.01

The Owner has retained Fleis & VandenBrink Engineering, Inc. (“Engineer”) to act as Owner’s representative, assume all duties and responsibilities of Engineer, and have the rights and authority assigned to Engineer in the Contract.

3.02

The part of the Project that pertains to the Work has been designed by Engineer.

ARTICLE 4 - CONTRACT TIMES 4.01

Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract.

4.02

Contract Times: Dates A. The Work will not begin before February 15, 2026 and will be substantially complete on or before November 13, 2026, and completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions on or before May 27, 2027.

4.03

Milestones A. Parts of the Work shall be substantially completed on or before the following Milestone(s): 1. Milestone 1: All work on Water Street, Mary Street, Coghlin Park, Wicks Park, Francis Street, and Spear Street shall be completed on or before May 22, 2026.

4.04

Liquidated Damages A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial and other losses if the Work is not completed

859772

00 52 00-1

AGREEMENT

and Milestones not achieved within the Contract Times, as duly modified. The parties also recognize the delays, expense, and difficulties involved in proving, in a legal or arbitration proceeding, the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): 1. Substantial Completion: Contractor shall pay Owner $1,000 for each day that expires after the time (as duly adjusted pursuant to the Contract) specified above for Substantial Completion, until the Work is substantially complete. 2. Completion of Remaining Work: After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Times (as duly adjusted pursuant to the Contract) for completion and readiness for final payment, Contractor shall pay Owner $250 for each day that expires after such time until the Work is completed and ready for final payment. 3. Milestone 1: Contractor shall pay Owner $500 for each day that expires after the time (as duly adjusted pursuant to the Contract) specified above for achievement of Milestone 1, until Milestone 1 is achieved, or until the time specified for Substantial Completion is reached, at which time the rate indicated in Paragraph 4.05.A.1 will apply, rather than the Milestone rate. 4. Liquidated damages for failing to timely attain Milestones, Substantial Completion, and final completion are not additive, and will not be imposed concurrently. B. If Owner recovers liquidated damages for a delay in completion by Contractor, then such liquidated damages are Owner’s sole and exclusive remedy for such delay, and Owner is precluded from recovering any other damages, whether actual, direct, excess, or consequential, for such delay, except for special damages (if any) specified in this Agreement. ARTICLE 5 - CONTRACT PRICE 5.01

Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents, the amounts that follow, subject to adjustment under the Contract. A. For all Unit Price Work, an amount equal to the sum of the extended prices (established for each separately identified item of Unit Price Work by multiplying the unit price times the actual quantity of that item). Unit Price Work Item No.

Description

Unit

Estimated Quantity

Unit Price

Extended Price

Total of all Extended Prices for Unit Price Work (subject to final adjustment based on actual quantities)

The extended prices for Unit Price Work set forth as of the Effective Date of the Contract are based on estimated quantities. As provided in Paragraph 13.03 of the General Conditions, estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by Engineer.

859772

00 52 00-2

AGREEMENT

ARTICLE 6 - PAYMENT PROCEDURES 6.01

Submittal and Processing of Payments A. Contractor shall submit Applications for Payment in accordance with Article 15 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions.

6.02

Progress Payments; Retainage A. Owner shall make progress payments on the basis of Contractor’s Applications for Payment each month during performance of the Work as provided in Paragraph 6.02.A.1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the Contract. All such payments will be measured by the Schedule of Values established as provided in the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided elsewhere in the Contract. 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as Owner may withhold, including but not limited to liquidated damages, in accordance with the Contract. a. 90 percent of the value of the Work completed (with the balance being retainage). 1) If 50 percent or more of the Work has been completed, as determined by Engineer, and if the character and progress of the Work have been satisfactory to Owner and Engineer, then as long as the character and progress of the Work remain satisfactory to Owner and Engineer, there will be no additional retainage; and 2) Zero percent of cost of materials and equipment not incorporated in the Work (with the balance being retainage). B. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to 100 percent of the Work completed, less such amounts set off by Owner pursuant to Paragraph 15.01.E of the General Conditions, and less 200 percent of Engineer’s estimate of the value of Work to be completed or corrected as shown on the punch list of items to be completed or corrected prior to final payment.

6.03

Final Payment A. Upon final completion and acceptance of the Work, Owner shall pay the remainder of the Contract Price in accordance with Paragraph 15.06 of the General Conditions.

6.04

Consent of Surety A. Owner will not make final payment, or return or release retainage at Substantial Completion or any other time, unless Contractor submits written consent of the surety to such payment, return, or release.

6.05

Interest A. All amounts not paid when due will bear interest at the percent per annum rate 2.0% higher than the Prime Rate on the date of bid opening.

ARTICLE 7 - CONTRACT DOCUMENTS

859772

00 52 00-3

AGREEMENT

7.01

Contents A. The Contract Documents consist of all of the following: 1. This Agreement. 2. Bonds a. Performance bond (together with power of attorney). b. Payment bond (together with power of attorney). 3. General Conditions. 4. Supplementary Conditions. 5. Specifications as listed in the table of contents of the project manual. 6. Drawings (not attached but incorporated by reference) consisting of 54 sheets with each sheet bearing the following general title: 2026 Street and Utility Improvements. 7. Addenda (numbers ________ to _______, inclusive). 8. Exhibits to this Agreement (enumerated as follows): a. Contractor’s Bid. b. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued on or after the Effective Date of the Contract and are not attached hereto: a. Notice to Proceed. b. Work Change Directives. c. Change Orders. B. The Contract Documents listed in Paragraph 7.01.A are attached to this Agreement (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 7. D. The Contract Documents may only be amended, modified, or supplemented as provided in the Contract.

ARTICLE 8 - REPRESENTATIONS, CERTIFICATIONS, AND STIPULATIONS 8.01

Contractor’s Representations A. In order to induce Owner to enter into this Contract, Contractor makes the following representations: 1. Contractor has examined and carefully studied the Contract Documents, including Addenda. 2. Contractor has visited the Site, conducted a thorough visual examination of the Site and adjacent areas, and become familiar with the general, local, and Site conditions that may affect cost, progress, and performance of the Work. 3. Contractor is familiar with all Laws and Regulations that may affect cost, progress, and performance of the Work. 4. Contractor has carefully studied the reports of explorations and tests of subsurface conditions at or adjacent to the Site and the drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, if any, with respect to the Technical Data in such reports and drawings. 5. Contractor has carefully studied the reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, with respect to Technical Data in such reports and drawings.

859772

00 52 00-4

AGREEMENT

6. Contractor has considered the information known to Contractor itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; and the Technical Data identified in the Supplementary Conditions or by definition, with respect to the effect of such information, observations, and Technical Data on (a) the cost, progress, and performance of the Work; (b) the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and (c) Contractor’s safety precautions and programs. 7. Based on the information and observations referred to in the preceding paragraph, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract. 8. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. 9. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and of discrepancies between Site conditions and the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. 10. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 11. Contractor’s entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. 8.02

Contractor’s Certifications A. Contractor certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract. For the purposes of this Paragraph 8.02: 1. “corrupt practice” means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process or in the Contract execution. 2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process or the execution of the Contract to the detriment of Owner, (b) to establish Bid or Contract prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition. 3. “collusive practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish Bid prices at artificial, non-competitive levels; and 4. “coercive practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

8.03

Standard General Conditions A. Owner stipulates that if the General Conditions that are made a part of this Contract are EJCDC® C 700, Standard General Conditions for the Construction Contract (2018), published by the Engineers Joint Contract Documents Committee, and if Owner is the party that has furnished said General Conditions, then Owner has plainly shown all modifications to the standard wording of such published document to the Contractor, through a process such as highlighting or “track changes” (redline/strikeout), or in the Supplementary Conditions.

859772

00 52 00-5

AGREEMENT

IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. This Agreement will be effective on __________________________, 20_______ (which is the Effective Date of the Contract). Owner:

Contractor:

City of Saugatuck (typed or printed name of organization)

By:

(typed or printed name of organization)

By: (individual’s signature)

Date:

(individual’s signature)

Date: (date signed)

Name:

(date signed)

Name: (typed or printed)

Title:

(typed or printed)

Title: (typed or printed)

Attest:

(typed or printed) (If Contractor is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.)

Attest: (individual’s signature)

Title:

(individual’s signature)

Title: (typed or printed)

Address for giving notices:

(typed or printed)

Address for giving notices:

102 Butler Street PO Box 86 Saugatuck, MI 49453 Designated Representative:

Designated Representative:

Name:

Name: (typed or printed)

Title:

(typed or printed)

Title: (typed or printed)

(typed or printed)

Address:

Address:

Phone:

Phone:

Email:

Email: License No.: (where applicable)

State:

END OF SECTION 859772

00 52 00-6

AGREEMENT