KNL_Thompson_Creek_Matapeake_Ramp_Engnrng_Svcs_RFP_2026_v6f_w_attchmnts_prn_to.pdf

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COUNTY COMMISSIONERS OF QUEEN ANNE’S COUNTY

DEPARTMENT OF PARKS AND RECREATION

CENTREVILLE, MARYLAND 21617

Request for Proposals (RFP) - June 2026

For: Engineering Services

Design, Permits, Construction Documents and

Contract Administration and Inspection for three projects:

Kent Narrows Landing Bulkhead

Thompson Creek Bulkhead

Matapeake Boat Ramp & Fishing Pier Railings

Proposal Due: 2 p.m. June 22, 2026 ii of ii KNL_Thompson Creek_Matapeake Ramp Engnrng Svcs RFP_2026_v6f.docx

NOTICE: REQUEST FOR PROPOSALS

FOR

ENGINEERING SERVICES

KENT NARROWS LANDING BULKHEAD

CHESTER, MARYLAND

AND

THOMPSON CREEK BULKHEAD

STEVENSVILLE, MARYLAND

AND

MATAPEAKE BOAT RAMP & FISHING PIER RAILINGS

STEVENSVILLE, MARYLAND

The Queen Anne’s County Department of Parks and Recreation (COUNTY) is soliciting proposals for engineering services to obtain permits, develop design, prepare construction plans, specifications, bid documents, and perform contract administration, inspection, and other services during construction for three projects in Queen Anne’s County.

The proposal shall be in the form of a lump sum price for each project to complete all the work described in a proposal packet. Documents will be available at no cost in .pdf format from:

Maryland’s eMaryland Marketplace Advantage at:

https://emma.maryland.gov/ and on Queen Anne’s County Website at:

http://qac.org/Bids.aspx

Any addenda issued shall be issued via electronic posting on the Queen Anne’s County procurement and eMaryland Marketplace Advantage websites listed above. It is the proposing firm’s responsibility to ensure receipt of all addenda.

An optional pre-bid meeting will be held on June 10, 2026, at 2:00 p.m. at the Queen Anne’s County Department of Parks and Recreation, 1945 4H Park Road, Centreville, MD 21617. Contact landings@qac.org to request a virtual meeting and sign-in information.

Proposals will be accepted until 2:00 p.m., Monday, June 22, 2026, at the Department of Parks and Recreation Office, at which time the proposals will be opened and publicly read aloud.

For further information, contact James Wood at landings@qac.org or 1-410-758-0835 x 2505.

QUEEN ANNE’S COUNTY RESERVES THE RIGHT TO REJECT ANY AND/OR

ALL PROPOSALS OR ANY ITEMIZED PORTIONS OF ANY PROPOSALS.

QUEEN ANNE’S COUNTY IS AN EQUAL OPPORTUNITY EMPLOYER.

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REQUEST FOR PROPOSALS

FOR

ENGINEERING SERVICES

KENT NARROWS LANDING BULKHEAD

CHESTER, MARYLAND

AND

THOMPSON CREEK BULKHEAD

STEVENSVILLE, MARYLAND

AND

MATAPEAKE BOAT RAMP & FISHING PIER RAILINGS

STEVENSVILLE, MARYLAND

I. SCOPE OF WORK:

Obtain permits, develop design, construction plans, specifications, detailed construction cost estimates, prepare bid documents, and perform contract administration, inspection, and other services during construction for two bulkhead replacement projects, one boat ramp replacement project, and one fishing pier railing repair/replacement project in Queen Anne’s County, Maryland. See location maps, approximate existing dimensions, and concept drawings in attachments. The work shall be completed under the direction of a professional engineering firm with a minimum of five (5) years of documented experience in the design of boat ramps, bulkheads, and floating docks. The work described as Phase I shall be completed within One Hundred Twenty (120) calendar days of Notice to Proceed.

II. OVERVIEW:

A. COMBINING OF THREE PROJECTS IN QUEEN ANNE’S COUNTY: The County seeks engineering services for three similar projects within an 8-mile radius.

Because each project is funded separately, expenses for each project will be tracked and billed separately, or clearly itemized, by project, on invoices. Combining the projects is intended to provide time and cost savings for all parties.

B. KENT NARROWS LANDING BULKHEAD: Kent Narrows Landing is located at 106 Piney Narrows Road, Chester, Maryland. Engineer the replacement of approximately 120 feet of the northern bulkhead at Kent Narrows Landing. Redeck about 494 square feet of decking for the boarding pier between the boat ramps.

Repair southern bulkhead and install approximately 240 feet of capboard.

C. THOMPSON CREEK LANDING BULKHEAD: Thompson Creek Landing is located at 750 Thompson Creek Road, Stevensville, Maryland. Engineer the replacement of approximately 360 feet of bulkhead at Thompson Creek Landing.

The one lane boat ramp and finger piers are in satisfactory condition and not part of the proposed project. They appear to have been built more recently than the bulkhead that is due for replacement. As an add alternate to this bid please add in engineering

Page 2 of 12 KNL_Thompson Creek_Matapeake Ramp Engnrng Svcs RFP_2026_v6f.docx cost for approximately 60 feet of bulkhead at the Sanitary Building right next door to the landing.

D. MATAPEAKE BOAT RAMP & FISHING PIER RAILINGS: Matapeake Boat Ramp & Fishing Pier is located at 251 Marine Academy Drive, Stevensville, Maryland. Engineer the replacement of a two-lane concrete boat ramp. The concrete is currently cracked, shifting, and settling in several places, especially on the northern side of the northern lane. A portion of a timber wall adjacent to the northern edge of the concrete has rotted and does not keep loose pieces of concrete in position.

Replacement of adjacent wooden finger pier, if necessary, for construction and need, as funding allows. Because the boat ramp is typically very busy it is envisioned the ramp replacement will be scheduled to minimize disruption to users. This may be achieved by scheduling the work during the off season or other approaches. County staff patched some cracks when extreme low tide conditions allowed and will continue to monitor status. For Matapeake Fishing Pier, engineer the repair or replacement of approximately 1,770 feet of pier railing. Some railing sections should be ADA compliant with the following features; lower railing sections, bait cutting and fishing rod holders.

E. FUNDING: A Maryland Department of Natural Resources (DNR) Waterway Improvement Fund grant has been approved to provide engineering services and construction for each project and the Queen Anne’s County Department of Parks and Recreation shall be responsible for administering the project and coordinating payments.

F. COUNTY AND DNR ROLES: The work shall be completed under the auspices of Queen Anne’s County Department of Parks and Recreation and in cooperation with the Maryland Department of Natural Resources (DNR), Boating Access & Capital Waterway Improvement - Engineering and Construction Division. As owner or lessees of the facilities, the County is responsible for ensuring that each project is both properly designed and constructed. Because the project is grant-funded, DNR grant management staff may be making recommendations on both the design and construction of the project. DNR staff are not, however, engineers or project managers and any recommendations made by staff do not in any way relieve either the County or the consultant of their respective responsibilities.

III. CONSULTANT ENGINEERING SERVICES TO BE PROVIDED:

A. JOB DESCRIPTION

i. Each proposed project shall consist of the engineering design and preparation of plans and specifications for the following items, that may be further refined by site visits and recommendations. See attached location maps, photographs, and GIS images with approximate dimensions:

1. Kent Narrows Landing design to include:

a. Replacement of the northern bulkhead.

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b. Repair of southern bulkhead, to include cap board.

c. Redecking of boarding pier.

2. Thompson Creek Landing design to include:

a. Replacement of approximately 360ft of bulkhead at the Landing.

b. Replacement of approximately 60ft of bulkhead at the neighboring Sanitary building to the right of the landing, if determined feasible.

3. Matapeake Boat Ramp & Fishing Pier design to include:

a. Replacement of the two-lane boat ramp.

b. Replacement of the 80 ft long by 6 ft wide “northern” wooden finger pier, with a floating boarding pier, if feasible

c. Assess and make a recommendation about “northern” bulkhead and “southern” boarding pier.

The following items are add-alternates for this RFP for Engineering Services:

d. If needed, replacement of small bulkhead, approximately 25 feet long, adjacent to the north side of the boat ramp, add-alternate for engineering services.

e. If needed, replacement of the southern boarding pier, add-alternate for engineering services.

f. Repair or Replacement of approximately 1,770 ft of fishing pier railing, add-alternate.

ii. Improvements are to include all phases of marine demolition and construction.

Design is to be in compliance with all ADA Accessibility Guidelines. There are three separate project sites at: Kent Narrows Landing, Thompson Creek Landing, Matapeake Boat Ramp, and the adjacent Matapeake Fishing Pier.

iii. The consultant shall provide complete construction bid packages consisting of construction drawings and specifications, instructions to bidders, general contract conditions, bid forms and other related documents for construction bidding purposes.

iv. The project shall be designed using the latest nationally accepted guidance as contained in the States Organization for Boating Access (SOBA) publication, Page 4 of 12 KNL_Thompson Creek_Matapeake Ramp Engnrng Svcs RFP_2026_v6f.docx

“Design Handbook for Recreational Boating and Fishing Facilities” and the SOBA DVD, “Construction Techniques for Recreational Boating and Fishing Facilities.” Both the Handbook and the DVD may be ordered by the consultant, at the consultant’s expense, at www.sobaus.org.

v. The design engineer shall consider climate change impacts (i.e., sea level rise and nuisance flooding) and sustainability as part of the project’s design and make recommendations accordingly. The design engineer shall also consider longevity and other benefits of materials, including vinyl and fiberglass sheeting for bulkheads.

vi. The consultant shall secure all MDE/USACE tidal permits along with local permits and approvals necessary for construction.

B. PHASE I: DESIGN, PREPARATION OF PLANS AND SPECIFICATIONS

FOR CONSTRUCTION

i. The consultant shall provide a topographic survey of the project areas, including the boat ramp, adjacent structures, and bulkheads.

ii. The Consultant shall provide soil borings and geotechnical evaluations of collected soil samples as necessary to support the structural design.

iii. The County owns or leases the properties, and no property survey will be required.

iv. Make recommendations and suggest alternatives that may reduce project costs, improve function, expedite project timeline or other considerations.

v. The construction drawings shall be prepared in conformance with professional drafting practices and engineering standards. Elevations should be referenced to MLW. Site plans shall be plotted on a scale between 1" = 10' to 1" = 50' for clarity. Topographic contours shall be shown and labeled in 1’ foot intervals.

Drawings shall include borders, title blocks, signature approval boxes, vicinity maps, general notes, traverse and benchmark information, scaled typical sections and details, site plans, cross sections, sediment and erosion control notes and details, and other pertinent information as required by the permitting agencies and

DNR.

vi. Project specifications shall be provided by the consultant. Specifications shall include specific instructions to the contractor detailing all aspects of the proposed work. The consultant shall also incorporate standard DNR and County instructions and conditions, as well as bid proposal forms and documents.

vii. The consultant shall prepare complete construction bid package with final plans, technical specifications, special provisions, and related Federal, State and County

Page 5 of 12 KNL_Thompson Creek_Matapeake Ramp Engnrng Svcs RFP_2026_v6f.docx permits. The bid package shall include all related details, for bidding and proper fulfillment of the work by a contractor in accordance with the requirements of the County, State, and Federal agencies.

viii. Submit construction specifications and construction cost estimate to the County for review.

ix. Design submittals shall be made as follows:

1. Preliminary (30%):

2. Pre-Final (90%)

3. Final (100%)

The consultant shall submit to the County five (5) copies of drawings, specifications, and cost estimates at the Preliminary and Pre-Final Design phases for approval prior to proceeding to the next phase. Upon approval and addressing any required revisions of the Pre-Final documents (Plans, Proposal Book, and Cost Estimate), the consultant shall submit ten (10) copies of the Final Contract Documents to the County with originals, and two digital copies (in .pdf format, Microsoft WORD and AutoCAD). In instances when documents are reviewed electronically, the County may reduce or waive the quantity of paper copies required.

xi. As specified by Queen Anne’s County procurement policy 400-010, Section 5.7:

1. “All Professional Service Procurements shall ensure that the County or the specific grant funding Agency retains ownership of all data and information collected or used in the consulting effort”.

C. PERMITS

i. Prepare joint permit applications, submit, and acquire permits from Maryland Department of Environment (MDE) and US Army Corps of Engineers.

1. The consultant shall be responsible for securing all necessary Local, State, Federal Regulatory, and any other permits necessary to complete the proposed project.

2. Permits shall be submitted as soon as feasible to expedite projects.

D. PHASE II: POST DESIGN/CONSTRUCTION MANAGEMENT

i. The consultant shall assist the County in advertisement, bidding, review of bids, preparation of addenda, and recommendation of awards.

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ii. Coordinate and lead one pre-bid meeting and one pre-construction meeting with County and contractor(s) and prepare minutes for each project location.

iii. Analyze bid results and make recommendations to the County for awards.

iv. Provide construction stakeout for each project location.

v. Prepare work change orders, if any, for the County’s approval.

vi. Coordinate, take and distribute minutes for all progress meetings, held monthly during construction. Base the proposal on attending four (4) progress meetings for each location.

vii. Perform final inspection and approval of each facility. Submit as-built plans to the County.

IV. CONTRACT PERIOD:

A. Engineering services under this contract shall commence on a date specified in the Notice to Proceed (NTP), to be issued to the consultant by Queen Anne’s County.

B. Phase I: Design, drawings, permit submittals and construction bid documents shall be completed as soon as feasible within one hundred and twenty (120) calendar days of NTP.

i. There will be a minimum of three submittals for this phase of the contract.

The consultant will be responsible for coordinating and conducting formal meetings with the design review committee for each submittal phase. The design review committee shall consist of representatives from the COUNTY and DNR. The following time frame with the minimum submittal requirements shall be utilized to ensure project efficiency.

1. Preliminary Submittal Phase (2 months / Project Completion= 20%)

a. Completion of all field surveys, preliminary design computations and preliminary site plans and specifications. The Consultant shall provide each member of the design review committee with one (1) complete package for review.

2. Pre-Final Submittal Phase (1 month / Project Completion= 40%)

a. Modified design drawings and specifications, comprehensive design computations, pertinent correspondence with permit and approval agencies and detailed construction cost estimate. The Consultant shall provide each member of the design review committee with one (1) complete package for review.

3. Final Submittal Phase (1 month / Project Completion= 60%)

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a. Finalized design drawings and specifications with required construction bid documents, all necessary permits, approvals and signatures, pertinent correspondence, sequence of construction and revised construction cost estimate. The consultant shall provide each member of the design review committee with (2) complete bid packages and shall provide Queen Anne’s County with 10 copies (In addition provide on a USB memory stick, all plans and specifications in CAD .dwg format, WORD, and .pdf format). In instances when documents are reviewed electronically, the County may reduce or waive the quantity of paper copies required.

C. Phase II: Construction contract administration shall commence upon approval of all permits and end upon project completion and project acceptance by the County and

DNR.

i. Firms shall account for contract administration, coordination of all pre-bids, pre-construction and progress meetings and on-site inspections in their proposals. (Project Completion= 80%)

ii. After project completion, the consultant shall perform for each location a final inspection and approval of facility and submit as-built plans to the County.

Consultant shall supply two (2) paper copies and two (2) digital copies in .dwg and .pdf formats for DNR and Queen Anne’s County. (Project Completion= 100%)

V. PRICING:

A. Proposal for Engineering Services

i. The lump sum price quoted for each location on the proposal shall remain firm until a contract is awarded and executed and is not subject to escalation.

Contract award is anticipated within thirty (30) days. To allow for unforeseen delays in contract award, price shall remain firm for ninety (90) days.

VI. INSURANCE:

A. The Proposer and all sub-contractor(s) shall carry appropriate insurance such that the County will not be liable for any damage incurred to public or private property or the property of the Proposer during the performance of the tasks of this contract. Proper certificates of insurance shall be furnished to the County prior to commencement of any work. See attachment: Queen Anne’s County Insurance Requirements.

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VII. INDEMNIFICATION:

A. The Consultant shall hold harmless the COUNTY for any losses, costs, and expenses (including attorney’s fees and court costs), settlement payments, and (whether or not reduced to final judgment) all liabilities, damages and fines paid, incurred, or suffered by the COUNTY by reason of or arising out of injuries to persons (including death) or property damage caused by the Consultant, his employees, agents or subcontractors or in any way attributable to the performance of work or agreement, and shall further indemnify and hold harmless the COUNTY for any claim, action, suit or proceeding threatened, instituted, or otherwise made against the COUNTY by reason of or arising out of:

i. Any Breach, violation, or non-performance by the Consultant of any provision of this agreement;

ii. From any other cause whatsoever due to the careless, negligent, intentional, wanton, or improper conduct of the Consultant; or

iii. The failure of the Consultant to provide the service or any portion thereof on a timely basis and in accordance with an Agreement/Contract.

B. This indemnification by the Consultant shall survive the expiration or sooner termination of this Agreement.

VIII. METHOD OF AWARD:

A. The contract will be awarded pursuant to the provisions of Queen Anne’s County and DNR’s Procurement Policies;

B. Selection of the Consultant will be based on cost, professional qualifications, previous relevant experience of the Firm and responsible personnel;

C. COUNTY may shortlist proposing firms and conduct short interviews as a final step in the selection process;

D. The successful Consultant must demonstrate their ability to maintain the schedule;

E. The award is based on low bid of the total for the three projects, excluding add alternates;

F. The COUNTY reserves the right to reject any or all proposals submitted, and to negotiate with the architect/engineer whose proposal most closely meets its needs;

and

G. Disputes/protests relating to the decisions of the COUNTY regarding this solicitation shall be addressed in writing to Public Landings Supervisor, QA County, Department

Page 9 of 12 KNL_Thompson Creek_Matapeake Ramp Engnrng Svcs RFP_2026_v6f.docx of Parks and Recreation. Bid protests must be submitted in writing within five (5) working days following the official public announcement of the contract award.

They shall be handled in accordance with the criteria of this RFP, and in compliance with local requirements regarding the selection of Architectural and Engineering consulting firms.

IX. METHOD OF PAYMENT:

A. On a deliverable basis as a percentage complete.

i. Percent complete milestones are identified in Section IV. B and C.

B. Payment will be made within 30 days from the date the County receives a valid payment requisition.

C. Payment will be made to the Consultant by Queen Anne’s County upon the approval of the project as determined by Queen Anne’s County and DNR.

D. The payment schedule may be revised in accordance with an agreement made between the County and the Consultant prior to the commencement of the project.

X. CONSULTANT MINIMUM QUALIFICATIONS:

A. Engineering degree and professional licensure in the State of Maryland. All design sub-consultants shall be licensed, if applicable, in the State of Maryland;

B. It shall be a mandatory pre-requisite that the Consultant have five (5) years of relevant experience designing marine construction projects, for a minimum of at least three projects.

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XI. INSTRUCTIONS TO FIRMS SUBMITTING PROPOSALS:

A. Firms shall submit their fee and technical proposal together.

B. The Consultants Fee shall be a lump sum price quoted on the proposal for each project. Please note that the total of the three projects, excluding add-alternates, will be the cost basis of the award.

Sample Bid Form:

Engineering Services for:

A: Kent Narrows Landing Bulkhead $_____________

B: Thompson Creek Landing Bulkhead $_____________

B1. Sanitary Building Bulkhead (add-alternate 1) $_____________

C: Matapeake Boat Ramp (includes ramp, northern boarding pier, & assessment of northern bulkhead and southern boarding pier, see III.A.3.a,b,c) $_____________

C1. Matapeake Northern Bulkhead (add-alternate 1) $_____________

C2: Matapeake Southern Boarding Pier (add-alternate 2) $_____________

C3: Matapeake Fishing Pier railing repair or replacement (add-alternate 3) $_____________

Total – All three projects, A + B + C, excluding add-alternates $_____________

Consultants Fee shall remain firm for the duration of the Contract Period and is not subject to escalation.

C. The Technical Proposal shall include as a minimum:

i. Cover letter including a summary of the proposing firm’s approach to the work, qualifications, key personnel, and design team firms to be assigned to this project and their related experience and any other pertinent information;

ii. Specifically identify at least three (3) projects over the last ten (10) years of similar size and scope illustrating experience of the Consulting firm and all design team members. Data required includes the project name and dates, client contact information, size, cost, and project description. Project experience shall include type of involvement, key personnel involved, and

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iii. Include resume(s) for all specified personnel proposed to work under this contract and their respective qualifications and experience;

iv. All firms submitting proposals shall complete the attached Conflict of Interest Disclosure, Employment of Undocumented Individuals Statement & Political Contribution Reporting and W-9 Form and submit it with their proposal;

v. Identify tasks not mentioned in this document with the submission of the Proposal;

vi. Optionally, firms may also submit for the County’s consideration:

1. Identify and specify alternatives for cost and time savings:

a. Engineering services phase

b. Construction phase

D. Form of Agreement will be the COUNTY’S standard Contract for Professional Services, or another format acceptable to the COUNTY and their legal counsel;

E. The County reserves its right to terminate the contract with the Consultant at any time for its convenience at no additional cost beyond the payments due for deliverables received. The County may and shall use all design deliverables for its use for the completion of the project and any additions or modifications to the project in the future; and

F. The successful firm shall be required to comply with Queen Anne’s County insurance requirements, attached.

G. Proposal Submission:

i. Submit two (2) paper copies and one (1) electronic copy of your proposal in .pdf format on USB flash drive not later than 2:00 PM on June 22, 2026, to:

Mr. James Wood Public Landings Supervisor Queen Anne's County Parks and Recreation Department 1945 4H Park Road Centreville, MD 21617

H. Any questions you may have concerning this RFP and the proposal process should be directed to Mr. James Wood at the address above, by Fax at 410-758-0566, or via email to landings@qac.org not later than five (5) days prior to the due date of the proposal.

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XII. ATTACHMENTS:

A. ITEMS TO BE INCLUDED WITH BID PROPOSAL SUBMISSION:

i. Conflict of Interest Disclosure, Employment of Undocumented Individuals Statement & Political Contribution Reporting Requirements Form, 1 page.

ii. W-9 Form - Request for Taxpayer Identification Number and Certification form, 1 page.

B. INSURANCE:

i. Queen Anne’s County Insurance Requirements, 1 page. Proof of Insurance will be required as a condition of the contract award phase and is not required as a submittal with the proposal, 1 page.

C. SUPPLEMENTAL INFORMATION FOR EACH PROJECT:

i. KENT NARROWS LANDING BULKHEAD –location maps, and GIS images with approximate dimensions, 16 pages.

ii. THOMPSON CREEK LANDING BULKHEAD –location maps, photographs, and GIS images with approximate dimensions, 7 pages.

iii. MATAPEAKE BOAT RAMP & FISHING PIER – location maps, photographs and GIS images with approximate dimensions, 12 pages.

ATTACHMENT A:

ITEMS TO BE INCLUDED WITH BID PROPOSAL SUBMISSION:

i. Conflict of Interest Disclosure, Employment of Undocumented Individuals Statement & Political Contribution Reporting Requirements Form, 1 page.

ii. W-9 Form - Request for Taxpayer Identification Number and Certification form, 1 page.

ATTACHMENT A:

ATTACHMENT B:

INSURANCE:

iii. Queen Anne’s County Insurance Requirements, 1 page. Proof of Insurance will be required as a condition of the contract award phase and is not required as a submittal with the proposal, 1 page.

ATTACHMENT B:

QUEEN ANNE’S COUNTY

STANDARD OPERATING POLICIES

Procurement Policy #400-010

June 30, 2015

Table 3. Insurance Requirements CONTRACTOR'S Liability Insurance: The CONTRACTOR shall purchase and maintain insurance during the life of this Contract such Comprehensive General Liability Insurance including product and completed operations liability insurance as will provide protection from the CONTRACTOR'S performance of the Work and the CONTRACTOR'S other obligations under the Contract Documents, whether such performance is by the CONTRACTOR, or by a Subcontractor, by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable. This coverage shall include:

a. Bodily Injury $1,000,000 per occurrence/$2,000,000 aggregate

b. Property Damage $1,000,000 per occurrence/$2,000,000 aggregate

c. Personal Injury $1,000,000 per occurrence/$2,000,000 aggregate

d. Products & Completed Operations $1,000,000 per occurrence/$2,000,000 aggregate

Comprehensive Automobile Liability Insurance: The CONTRACTOR shall purchase and maintain during the life of this Contract such Comprehensive Automobile Liability Insurance including Employer's Non-Owned and Hired Car Liability. Minimum combined single limit for bodily injury and property damage shall be $1,000,000 per occurrence/$2,000,000 aggregate.

Worker's Compensation Insurance: The CONTRACTOR shall purchase and maintain during the life of this Contract standard Worker's Compensation Insurance as statutorily required by Maryland including employers liability coverage (Coverage B) with limits of at least $100,000 or as required by law, whichever is greater. A Broad Form All States Endorsement shall be attached.

Builder's Risk Insurance: The CONTRACTOR shall maintain at his own expense and in the name of the CONTRACTOR and the OWNER, Combination Builder’s Risk and Installation Floater Insurance in completed value for 100% of the lump sum bid for each structure, including fire and extended coverage, vandalism and malicious mischief on structures, equipment and contents of structures.

Such insurance to be kept in force throughout the entire construction period and until such time as the Project is accepted by the OWNER. The proceeds of such insurance shall be payable to the CONTRACTOR and to the OWNER as their interests may appear. The OWNER shall be named as an additional insured.

Insurance Certificates and Policies:

The CONTRACTOR shall file with the OWNER and the ENGINEER, as hereinbefore required, satisfactory proof of acceptable insurance coverage. Such proof shall, unless otherwise required by the OWNER, consist of the following:

Certificates of all insurance policies shall be furnished in a number of copies equal to the number of counter parts of the Contract Documents executed. Which copies shall be clear, readable reproductions, but must be the entire policy including endorsements, exceptions, riders, qualifications and restrictions, exactly as maintained in the records of the insured.

Certificates of insurance on the insurance carrier's standard form indicating all policies required by law and the Contract Documents. Each certificate shall carry the provision that the policy may not be canceled or materially changed except upon thirty (30) days written notice to the OWNER and the ENGINEER. All insurance shall be kept in force throughout the entire construction period and remain in effect until finally complete.

The COUNTY shall be named as an Additional Insured and listed as the Certificate Holder.

ATTACHMENT C. i:

SUPPLEMENTAL INFORMATION FOR:

KENT NARROWS LANDING BULKHEAD –location maps, and GIS images with approximate dimensions, 16 pages.

ATTACHMENT C. i:

ATTACHMENT C. ii:

THOMPSON CREEK LANDING BULKHEAD –location maps, photographs, and GIS images with approximate dimensions, 7 pages.

ATTACHMENT C. ii:

ATTACHMENT C. iii:

MATAPEAKE BOAT RAMP & FISHING PIER – location maps, photographs and GIS images with approximate dimensions, 12 pages.

ATTACHMENT C. iii: