Greenway Ped Structures Addendum #2 9-11-26.pdf

Addendum No. 2 Page 1 of 3

Date:

To:

Project:

Owner:

Engineer:

RE:

September 11, 2026

Potential Bidders

Greenway Structures (6, 7, 17, 102, & 103) Repairs & Replacements COR Project No. 274-PR-PEDSTRUCTURES-2025R A&O Group Project No. 2023.080

City of Raleigh 222 W. Hargett Street, Suite 601 Raleigh, NC 27601

Alpha & Omega Group, PC 4601 Lake Boone Trail, Suite 3C Raleigh, NC 27607

Addendum No. 2

This Addendum Includes:

• Introduction

• Addendum Information o SECTION 00410 – Bid Proposal Form o SECTION 00810 – Supplementary Conditions o Plan Set Revisions – Detail Sheet S2.1 and Detail Sheet S2.3 o Reference – Property Owner Special Agreements o Addendums – Questions and Comments

• Attachment 1: Pre-Bid Meeting agenda, minutes and sign-in sheet dated August 27th, 2026

• Attachment 2: Plan holders List of all contractors who have shown interest in the project

• Attachment 3: Bid Form

• Attachment 4: Revision to "TYPICAL 2X8 T1215 PANEL" Detail on Sheet S2.1

• Attachment 5: Revision to "TYPICAL 2X6 T1215 PANEL" Detail on Sheet S2.3

• Attachment 6: Lakeway Dr. Access

Introduction:

This Addendum shall become a part of the Project Manual for the above referenced project and shall be securely attached to the front cover of the project manual. Each bidder shall be responsible for notifying his subcontractors and/or vendors of the contents of the Addendum.

Revised or newly issued bulletin drawings (if any) contained in this Addendum shall supersede and take precedence over any conflicting information in the original drawings. Modified or newly issued sheets for the Project Manual contained in this Addendum shall supersede and take precedence over any conflicting information in the original Project Manual. Identify all addendums on the bid proposal form. Bids not identifying addendum receipt will not be accepted for consideration.

Addendum Information:

The following changes are made to the Project Manual:

SECTION 00410 – Bid Form

The Bid Form attached will replace the one in the project manual.

The following have been removed or altered from the project or no longer applicable.

SECTION 00800 –Supplementary Conditions

Section 7.07.C,2, a & b are deleted. No MBE requirements in this contract.

The following changes are made to the Plan Set:

See attached plan set Revision:

BASE BID STRUCTURE 102 DETAILS- Sheet S2.1 BASE BID STRUCTURE 103 DETAILS- Sheet S2.3

The following documents will be included for reference:

Case# Property Owner(s) Property Location EA-0570-2025 Veronica Jean Turing, Douglas 7133 Tyndall Ct, Raleigh. NC 27615

McDonald Clark, Ill

Special Agreements: Avoid shed. Concrete pad in front of shed may need to be replaced if damaged.

Case# Property Owner(s) Property Location EA-0571-2025 Anita L. Nevils 7101 Stuart Dr. Raleigh, NC27615 Special Agreements: Driveway to be restored if damaged during project. Flagpole to be restored if removed or damaged during project.

Case# Property Owner(s) Property Location

EA-0572-2025 Ryan M. Schulte, Victoria A. Shearin 7100 Stuart Dr. Raleigh, NC27615 Special Agreements: Protect Large tree in from yard. Protective fencing around trees, ground protection for root system.

Addendums: Questions and comments on the plans and specifications received in writing after September 17, 2026, may not be answered (Section 00200 Instructions to Bidders, p.

00200-7). All inquiries, questions, requests for substitution, and/or clarifications must be submitted in writing to Ted Bartelt, PE at tlbartelt@aogroup.com no later than 5:00 PM on September 17, 2026. Substitution requests must show side by side comparison of specification requirements and how it is equal or better than the specified product.

The following questions were asked:

See attached Pre-Bid Meeting minutes and Sign-In Sheet dated August 27th, 2026

ATTACHMENT 1

Greenway Structures 6, 7, 17, 102, & 103 Repairs and Replacements 274-PR-PedStructures-2025R

Pre-Bid Meeting Agenda Thursday, August 27, 2026

PRE-BID MEETING MINUTES DATE: August 27, 2026

Attendees: see sign-in sheet

1. INTRODUCTIONS:

• Sign-in sheet

• Lisa Schiffbauer - City Of Raleigh (Engineering Administrator)

• Mark A. Heinicke PLA, CPRP, CLARB - City of Raleigh (Capital Projects Manager)

• Bill Needham, PE - A&O Group (Civil Engineer)

• James J. Barcomb PE, A&O Group (Structural Engineer)

• Ted L. Bartelt, PE, - A&O Group (Project Manager)

Project Overview:

The Project consists generally of the following major items:

• Base Bid - included structures 102 & 103 and will consist of demolition of the existing timber decks on (2) separate steel truss structures and installing new Fiberglass Reinforced Polymer (FRP) deck panels.

• Alternate 1 - includes convert the existing structures 6 & 7 to prefabricated fiberglass truss bridges and place them in new locations close to existing structures.

• Alternate 2 - includes structure 17 and will consist of demolition of the existing timber deck, metal rails, existing glulam beams and the removal of existing abutments. This alternate will include the replacement of all glulam beams of varying sizes including glulam floor beams. Install wood joists, blocking, fascia and cover with timber decking. Replace all rails with prefabricated metal rail panels complete with rail end supports thru-bolted to the glulam beams.

• Alternate 3 - includes structure 17 and will consist of demolition of the existing timber deck, metal rails, existing glulam beams, removal of the existing abutments and the demolition and fabrication of the existing pier supports. This alternate will include the replacement of all glulam beams with main support I-beams. The remaining members of the superstructure consist of I-beam floor beams and stringers and the deck will be FRP grate. Replace all rails with prefabricated metal rail panels complete with rail end supports thru-bolted to the glulam beams.

Bid Documents and Distribution: This project is being readvertised for bids due to insufficient bidders at the first bid opening. All addenda information from the previous advertisement has been incorporated into the updated plans and/or new addendum 1. Bidders need to make sure they have the re-issued plans from Alpha & Omega Group instead of the originally issued plans from the initial advertisement.

Bid Documents may be obtained via OneDrive shared file. Please contact Ted Bartelt, PE at tlbartelt@aogroup.com or (919) 981-0310 ext. 101 to obtain a link to the bid package. All addenda will be posted to NC eVP.

Bid Opening: Pursuant to the General Statutes of North Carolina, Section 143-128 et. Seq, sealed proposals are invited and will be received in person on Tuesday, September 29, 2026, at 11:00 AM to the attention of Mark Heinicke, Capital Projects Manager, at the City of Raleigh’s Parks, Recreation and Cultural Resources Department – Resources Division at the Walnut Creek Wetland Park, Neuse River Room, located at 950 Peterson Street, Raleigh, NC 27610. Bids shall be submitted in signed hard copy;

electronic copies will not be accepted. Bidders are encouraged to submit their bids at the bid opening location on the day of the bid opening. Bids may also be delivered to Mark Heinicke at least 24 hours prior to the bid opening at the following address:

Mark Heinicke, PLA City of Raleigh Parks, Recreation and Cultural Resources Department – Resources Division 222 W. Hargett Street Suite 601 Raleigh, NC 27601

Please be advised that bids sent by mail must allow adequate time to reach the recipient above. Mail received from USPS to the City of Raleigh PO Box can take days to reach the recipient and is not encouraged for bids. Late bids will not be accepted. Therefore, delivering the bid to the bid opening location on the day of the bid opening is encouraged. Alternatively, delivering the bid in person to Mark Heinicke at the address above at least 24 hours prior to the bid opening is also an option.

Bid opening will occur immediately following submission of the bids received at the time, date, and location noted above.

The bid opening will follow the formal bidding process for public bids with the bids open, read aloud, and recorded.

Bids will be opened by a representative from A&O Group along with the Project Manager from the City’s Parks, Recreation and Cultural Resources Department.

City Contacts: Mark A. Heinicke, PLA will serve as Project Manager and the City contact for the project

(919) 996-4798 or at mark.heinicke@raleighnc.gov. Froehling & Robertson (F&R) will be doing special Inspections (SI) and Construction Materials Testing (CMT) for the City. Contractor will be responsible for Survey and Staking of the project.

MWBE Requirements: MWBE goals and good faith efforts are not applicable to this project. The following documents have been removed from the project manual:

• 004400 Information for Bidders Regarding Compliance with the City of Raleigh’s MWBE Program o Acknowledgement of MWBE Policy o Identification of Certified MWBE Participation o Affidavit A – Listing of Good Faith Effort o Affidavit B – Intent to Perform Contract with Own Work Force o Affidavit C – Portion of the Work to be Performed by Certified MWBE Business o Affidavit D – Good Faith Effort o Affidavit E – Certified Subcontractor Payment Form o Request to Change a Certified MWBE Subcontractor

The following documents have been updated to no longer include MWBE language:

• 00100 Advertisement for Bids o MWBE Language Removed

• 00200 Instructions to Bidders o Section 3.03 Removed

• 00409 Bidders Checklist o Section B Removed

• 00410 Bid Form o Section 7.01.B Removed o Section 7.03 Altered Section 7.03.A Removed Section 7.03.B Removed

• 00800 Supplementary Conditions o Section 7.07.C.2 Removed

MWBE requirements listed in the previous bid meeting on May 21st, 2026 are no longer applicable since this passing on July 2nd.

NCDOT Standards: NCDOT Standard Drawings and Specifications dated January 2024.

Notice to Proceed: Supplementary Conditions, Section 4.01 reads as follows: The Contract Times will commence to run on the day indicated in the Notice to Proceed; but in no event will the Contract Time commence to run later than the thirtieth day after the effective date of the Agreement. By mutual consent of the parties to the Contract, these time limits may be changed.

Liquidated Damages: Liquidated damages of $1,500 per calendar day that expires after Substantial Completion of 270 days will be assessed until the work is substantially completed. (review Art. 5 of the Bid Form) If the project is not completed in 270 days (Section 520 Agreement, p. 00520-3), the contractor will pay $1,500 per day until the work is completed and ready for final payment. Review Art.

6 of the bid form for calendar days per alternate selection.

Construction Meetings (SC-10.03.A - Item #3a)

• Pre-Construction Conference will be scheduled after execution of the Contract and Contractor will provide construction schedule during the meeting

• The city plans to conduct Bi-Weekly meetings or as necessary construction meetings throughout the project onsite.

• A formal monthly meeting will be held and led by A & O.

Right-of-way Agreements: There are no right of way agreements in the project.

Status of Utility Relocations: There are no utility relocations in the project.

Status of Permits:

• SPR Building Permit. Allowance of $5,000.

Special Inspections: Section 00900 Special Inspections lists; soils, coast-in-place concrete, structural steel. These items will need to be tested.

Addendums: Questions and comments on the plans and specifications received in writing after September 17th, 2026, may not be answered (Section 00200 Instructions to Bidders,

p. 00200-7). All inquiries, questions, requests for substitution, and/or clarifications must be submitted in writing to Ted Bartelt, PE at tlbartelt@aogroup.com no later than 5:00 PM on September 17th, 2026. Substitution requests must show side by side comparison of specification requirements and how it is equal or better than the specified product.

Bid Package: Contractors to submit Bid Package according to BIDDING REQUIREMENTS (Section 00200 Instructions to Bidders thru Section 00444 Notice to Contractor) section of the Contract Documents.

Questions/Comments:

• What coordination is needed with City of Raleigh sewer project? The City’s Water Department believes it is possible for the two projects to occur at the same time. The Raleigh Water project is only lining the sewer line under structure #17 and this will not take place until the second year of the project. See Mine Creek Outfall Gravity Sewer Replacement | Raleighnc.gov. Construction is anticipated to begin Fall 2026 and be completed Winter 2028.

• Addendum No. 2 will be published after the pre-bid meeting. The expected publication date for Addendum No. 2 is September 15, 2026. The final addendum, if required, will be published on September 21, 2026, and the bid opening will be held on September 29, 2026.

• The entire project Contract time will be 270 calendar days. Review Article 6 of the Bid Form for reference to calendar days.

• Do you still need three bids to open? No, since this is a re-bid, only need one bid .

• Does the Buy American Act (BAA) apply to this project? No. The BAA does not apply because this is not a transportation project and no federal funding is involved.

• The timber retaining wall on the north side of Structure #17 still a part of this project? Yes, it

is. Review plan sheet attached Sheet S4.11 Alternate #3 Structure #17 Retaining Wall and Plan Profile.

• Is there a site access point located on the north side of Structure 17? Yes, there is access point, and it’s located on Lakeway Drive. A 1" thick, 10'x10' steel plate is required over the sewer line for protection of the existing sewer line.

• Is access to Structure #17 closed by Sertoma Art Center? No the access to Structure #17 will remain open during Sertoma Arts Center renovation project to the Contractor. The Access is closed to the public.

• What is the load capacity of Structure #17? The maximum safe load for a one-time, high-load event, use the Operating Rating. The maximum estimated capacity of bridge 17 based on the current known condition of the glu-lams is 2,000 lbs per span.

• Do contractors need to seed and mulch? Yes, to all disturbed areas.

• Structures #6 and #7 what other landscaping is involved in? Tree removal, tree planting, seeding and mulching.

• For Structures #102 and #103 have vertical curved surfaces and FRP will not lay flat do we need some type of shim attachment? Structures #102 and #103, the deck panels are only 2'-0" long to minimize the gap between the panel and truss. Shim the FRP deck panels if needed with a non-corroding metallic or FRP material.

• Is there a budget with this project and can you share? In North Carolina, the exact public funds allocated or the internal cost estimate for a project are not legally required to be disclosed to bidders prior to bid opening, though agencies have the discretion to do so. Under North Carolina General Statute § 133-33. public entities (like cities, counties, and state agencies) are explicitly permitted to create rules keeping their internal cost estimates strictly confidential until the bidding process is complete. Once the sealed bids are opened publicly, the internal estimates and the project's full financial details generally become a matter of public record.

• What kind of decking attachments are used for FRP on Structures #102 and #103? For FRP decking or grating, the choice of attachment depends on the manufacture’s recommendation, commonly used fasteners and clips are made from stainless steel to ensure maximum corrosion resistance. The fastener attachment to the panel should follow manufacturer guidelines for installation. Plans indicate exist plank hold downs along edges within FC hold down Clips. (see detail). Fastner attachment shall be submitted for review and approval by the engineer prior to ordering materials.

PRE-BID Meeting Sign In Sheet

Owner:

Project Name:

COR Project No.

A&O Group Project No.

Designer:

Date:

Time:

Location: -

City of Raleigh

Greenway Structures (6, 7, 17, 102 &103) Repairs and Replacements

274-PR-PEDSTRUCTURES-2025R

2023.08

A&O Group, PC

Thursday, August 27th, 2026

11:00 AM

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Walnut Creek Wetland Park, Neuse River Room, 950 Peterson St., Raleigh, NC 27610 a Contractor Name (Please Print Legibly) Company/Organization (Please Print Legibly) Phone (Please Print Legibly) | : Email Address (Please Print Legibly)

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Greenway Structures 6, 7, 17, 102 and 103 Repairs and Replacements Plan Holders List

Contractor/Address Phone

Scotia Construction Inc. Wyatt Stevens PO Box 66 (919) 825-7542 cell Cary, NC 27512 wyatt@scotiaconstructioninc.com

Browe Construction Sam Gore 451 Oak Tree Drive (919) 422-9512 cell Selma, NC 27576 (919) 415-1616 office sam.gore@browecon.com

Hollins Construction Services, Inc. Tony Hollins 3650 Rogers Road, Suite 320 (919) 761-3937 cell Wake Forest, NC 27587 tony.hcsinc@gmail.com

Fred Smith Company Caleb Ellis 701 Corporate Center Drive, Suite 101 (919) 868-9334 Cell Raleigh, NC 27607 Carl Collie caleb.ellis@fredsmithcompany.net (919) 901-8225

PGA Construction, Inc. Tim Reeser 9 Crosswinds Estate Dr. (919) 610-1260 Cell Pittsboro, NC 27312 pgaconstruction1@gmail.com

Span Builders, LLC Robbie Whitfield 3434 Edwards Mill Road (919) 451-3088 Cell Raleigh, NC 27606 r.whitfield@spanbuilders.net

Joe Moore & Company Stephen McAdams 1431 Gavin St (919) 280-0385 cell Raleigh, NC 27608 (919) 832-1665 office s.mcadams@joemoorecompany.com

BAR Construction Company, Inc. Austin Riccio 611 A Industrial Avenue (336) 274-2477 Greensboro, NC 27406 (336) 544-5796 direct Ariccio@barconstruction.com

Goulding Construction, Inc. Paul Goulding P.O. Box 136 (919) 320-7496 Cell Clayton, NC 27528 paul@gouldingconstruction.com

ConstructConnect Kathy Lyons

(513) 458-5987 kathy.lyons@constructconnect.com

ATTACHMENT 2

H.M. Kern Corporation Kristi Pruit 160 Thatcher Road (336) 668-3213 Greensboro, NC 27409 estimating@hmkern.com

Crowder Construction Company Emily Gulledge 6409 Brookshire Blvd. (714) 348-1380 Charlotte, NC 28216 egulledge@crowderusa.com

Chapmans Construction LLC Noah Chapman 25 dixie Farms Rd (919) 497-2477 Louisburg, NC 27549 chapmansconstruction1@gmail.com

Stone Restoration of America Angel Quinteros PO Box 561990 (980) 517-5472 Cell Charlotte, NC 28256 estimating@stoneres.com

American Plastic Lumber, Inc. Phil Mueller

(530) 363-3000 Cell

(530) 677-7700 office phil@aplinc.us

Allen Grading Justin Allen

(919) 736-2335 justin@allengrading.com

Barbour Brothers Construction, Inc. Joel Barbour

(919) 242-1267 Justin Barbour joel@barbourbrothers.com

Capital Construction Company Palmer Crone

(919) 400-8085 palmer@capconnc.com

Carolina Civilworks Inc Brian Hooker 3511 E US 70 Hwy (919) 598-9850 Durham, NC 27703 (919) 332-2828 cell bhooker@carolinacivilworks.com

Conti Civil, LLC Tyler Sanchez

(910) 391-6425 tsanchez@conticivil.com

21 Faulconer Construction Company, Inc. John Legg

(919) 380-9293 jlegg@faulconerconstruction.com

Wellons Construction, Inc. Darlene Lucas

(910) 892-3123 dlucas@wellonsconstruction.com

Bruce Allen Construction Company Bruce Kohn

(919) 645-1065 bruce@bruceallencc.com

Fessler Bowman Blair Watkins

(810) 733-1313 bwatkins@fesslerbowman.com

Baxter Johnson Brady Johnson

(919) 851-2617 bjohnson@baxterjohnson.com

Sullivan Eastern, Inc. Jeff Sullivan

(919) 484-8993 jsullivan@sullivaneastern.com

Brown Root Daniel Croasmun 4848 Loop Central, Suite 800 (832)-503-6292 Houston, Texas 77081 Daniel.Croasmun@brownandroot.com

Chapman's Construction John Chapman

(919) 592-2807 chapmanjohn86@gmail.com

BELUCA LLC Jorge Gambini

(336) 601-8284

JorgeG@BelucaLLC.com

E N V I S I C O N, I N C. Austin Frye General Contractor (336) 673-3528 154 Rowe Lane Mt. Airy NC 27030 (336) 529-3209 Cell Austin@Envisicon.com

31 Douglas Marine and Heavy Civil Sean Douglas 500 Tiffany Lane, Taylors SC 29687 864-325-4438

Sean@douglasmhc.com

Logan marine Mary

(910) 319-7690 mary@loganmarine.com

Strategic Builds, LLC Alex Lee 4575 Bryant Pond Rd, (910) 489-8306 Dunn, NC 28334 strategicbuildsnc@gmail.com

R&B General Construction LLC Robert Davidson 2606 Phoenix Dr, Suite 400 336-509-5477 Greensboro, NC 27406 robert.davidson.RandBGC@mail.com

JPH Contracting LLC Jacob 919-268-2846

Jphcontractingllc@gmail.com

Carteret Marine Services Tate Yelton 252-780-8264 tate@carteretmarine.com

T. A. Loving Company Michele W. Carter 400 Patetown Road P. O. Drawer 919 919-734-8400 Goldsboro, NC 27530 mcarter@taloving.com

Suncoast Chris McGovern 470-557-1791 chris@suncoast-group.com

AKS Site Experts LLC dba Ortega Site Experts Mason Schiefelbein 1111 Hadel Pl , Knightdale, NC 27545 (910) 236-9671 mason@ortegabrands.com

Robbie Liles 910-210-1589 robbiesliles@gmail.com

EJCDC® C-410, Bid Form for Construction Contract.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

BID FORM FOR CONSTRUCTION CONTRACT

Greenway Structures 6, 7, 17, 102 & 103 Repairs & Replacements

274-PR-PedStructures-2025R

TABLE OF CONTENTS

Page

Article 1— Owner and Bidder

Article 2— BIDDER’S ACKNOWLEDGEMENTS

Article 3— Basis of Bid—Lump Sum Bid and Unit Prices

Article 4— Time of Completion

Article 5— Bidder’s Acknowledgements: Acceptance Period, Instructions, and Receipt of Addenda

Article 6— Bidder’s Representations and Certifications

THE TERMS USED IN THIS BID WITH INITIAL CAPITAL LETTERS HAVE THE MEANINGS STATED IN THE INSTRUCTIONS TO BIDDERS, THE GENERAL CONDITIONS, AND THE SUPPLEMENTARY CONDITIONS.

ARTICLE 1—OWNER AND BIDDER

1.01 This Bid is submitted to:

Mark A. Heinicke, PLA City of Raleigh, Parks, Recreation & Cultural Resources Department 222 W. Hargett Street Suite 608 Raleigh, North Carolina 27601

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2—BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to

ATTACHMENT 3

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3—BASIS OF BID—LUMP SUM BID AND UNIT PRICES

3.01 Lump Sum Bids

A. Bidder will complete the Work in accordance with the Contract Documents for the following lump sum price(s), together with any Unit Prices indicated in Paragraph 3.02:

1. Lump Sum Price (Base Bid and Alternates)

Lump Sum Base Bid – Structures 102 and 103 $

Alternate No. 1 – Structures 6 and 7 [Add] $

Alternate No. 2 – Structures 17 Wood [Add] $

Alternate No. 3 – Structures 17 Steel [Add] $

B. All specified contingency allowances are included in the price(s) set forth below and have been computed in accordance with Paragraph 13.02 of the General Conditions.

Lump Sum Contingency Allowance $5,000.00

ARTICLE 4—TIME OF COMPLETION

4.01 Bidder agrees that the Work will be substantially complete within _270_ calendar days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions, and will be completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within __30__ calendar days after the date when the Contract Times commence to run. The _270_ Calendar days will be broken down per the Schedule of Alternates as follow: Base Bid structures 102 and 103 – 90 calendar days, Alternate No. 1 structures 6 and 7 - 60 additional calendar days, and Alternate No. 2 or 3 for structure 17 for wood or steel replacement – 120 additional calendar days. Contract times to run concurrently.

4.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the Contract Times. This amount is agreed upon as the proper measure of liquidated damages the Owner will sustain, per day, by the failure of the undersigned to complete the work, within the stipulated time, and it is not to be construed, in any sense, as a penalty.

ARTICLE 5—BIDDER’S ACKNOWLEDGEMENTS: ACCEPTANCE PERIOD, INSTRUCTIONS, AND RECEIPT OF

ADDENDA

5.01 Bid Acceptance Period

A. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

5.02 Instructions to Bidders

A. Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security.

5.03 Receipt of Addenda

A. Bidder hereby acknowledges receipt of the following Addenda:

Addendum Number Addendum Date

ARTICLE 6—BIDDER’S REPRESENTATIONS AND CERTIFICATIONS

6.01 Bidder’s Representations

A. In submitting this Bid, Bidder represents the following:

1. Bidder has examined and carefully studied the Bidding Documents, including Addenda.

2. Bidder 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. Bidder is familiar with all Laws and Regulations that may affect cost, progress, and performance of the Work.

4. Bidder 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, with respect to the Technical Data in such reports and drawings.

5. Bidder 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.

6. Bidder has considered the information known to Bidder itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding 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 Bidder, if selected as Contractor; and

(c) Bidder’s (Contractor’s) safety precautions and programs.

7. Based on the information and observations referred to in the preceding paragraph, Bidder 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.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

8. Bidder 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 Bidding Documents.

9. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and of discrepancies between Site conditions and the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor.

10. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.

11. The submission of this Bid constitutes an incontrovertible representation by Bidder that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents.

6.02 Bidder’s Certifications

A. The Bidder certifies the following:

1. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation.

2. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.

3. Bidder has not solicited or induced any individual or entity to refrain from bidding.

4. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 8.02.A:

a. 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.

b. Fraudulent practice means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition.

c. 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.

d. 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.

Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved.

BIDDER hereby submits this Bid as set forth above:

Bidder:

(typed or printed name of organization)

By:

(individual’s signature)

Name:

(typed or printed)

Title:

(typed or printed)

Date:

(typed or printed)

If Bidder is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.

Attest:

(individual’s signature)

Name:

(typed or printed)

Title:

(typed or printed)

Date:

(typed or printed)

Address for giving notices:

Bidder’s Contact:

Name:

(typed or printed)

Title:

(typed or printed)

Phone:

Email:

Address:

Bidder’s Contractor License No.: (if applicable)

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ATTACHMENT 5

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Shelley Lake - Sertoma

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Disclaimer iMaps makes every effort to produce and publish the most current and accurate information possible.

However, the maps are produced for information purposes, and are NOT surveys. No warranties, expressed or implied ,are provided for the data therein, its use,or its interpretation.

Lakeway Dr Greeenway Access 200 8004000± 1 inch equals 400 feet

STRUCTURE #17

LAKEWAY DR

GREENWAY

ACCESS

ATTACHMENT 6

RELOCATED TRAIL

CLOSURE BARRICADE

AS NEEDED