Bid No SW-FY-24-004 Stilley Station Addendum 1 April 17 2026.pdf

ADDENDUM NO. 1

DATE ISSUED: April 17, 2026

BIDDING AND CONTRACT DOCUMENTS

FOR

BID NO. SW-FY26-004

STILLEY STATION

SOLID WASTE COLLECTION CENTER

PROJECT

Signed, sealed, and dated this 17th day of April 2026

By:

Vance F. Moore, P.E.

Title: President

Bidders on this Project are hereby notified that this Addendum shall be attached to and made a part of the above-named Bidding and Contract Documents dated March 2026.

The following items are issued to add to, modify, and clarify the Bidding and Contract

Documents. These items shall have full force and effect as the Bidding and Contract

Documents, and cost involved shall be included in the bid prices. Bids, to be submitted on the specified bid date, shall conform to the additions and revisions listed herein.

Acknowledge receipt of the Addendum by inserting its number and date Section C-420, Paragraph 5.03 of the Bid Form. Failure to do so may subject the bidder to disqualification.

Addendum No. 1 Bid No. SW-FY26-004 Stilley Station Solid Waste Collection Center Project April 17, 2026

IN THE PROJECT MANUAL

1) Delete Section C-003 Table of Contents dated March 2026 in its entirety. Replace with Section C-003 Table of Contents dated April 17, 2026.

2) Delete Section C-410 Bid Form dated March 2026 in its entirety. Replace with Section C-410 Bid Form dated April 17, 2026.

3) Delete Section C-520 Agreement dated March 2026 in its entirety. Replace with Section C-520 Agreement dated April 17, 2026.

4) Delete Section 01025 Measurement and Payment dated March 2026 in its entirety.

Replace with Section 01025 Measurement and Payment dated April 17, 2026.

5) Delete Section 01050 Field Engineering dated March 2026 in its entirety. Replace with Section 01050 Field Engineering dated April 17, 2026.

6) Delete Section 01590 Field Offices dated March 2026 in its entirety without replacing.

7) Delete Section 02510 Paving and Surfacing dated March 2026 in its entirety.

Replace with Section 02510 Paving and Surfacing dated April 17, 2026.

8) Delete Section 02821 Chain Link Fence dated March 2026 in its entirety. Replace with Section 02821 Chain Link Fence dated April 17, 2026.

IN THE DRAWINGS

Structural Drawings – Stilley Station

1) Delete sheet S1.5 dated 3/31/2026 in its entirety. Replace with sheet S1.5 dated 4/17/2026.

2) Delete sheet S2.2 dated 3/31/2026 in its entirety. Replace with sheet S2.2 dated 4/17/2026.

3) Delete sheet S4.1 dated 3/31/2026 in its entirety. Replace with sheet S4.1 dated 4/17/2026.

Architectural Drawings

1) THE COUNTY HAS INDICATED A PREFERENCE FOR PREFABRICATED OR MANUFACTURED

FLAT PANEL CABINETS. THE BIDDERS SHOULD PRICE ACCORDINGLY WITH THE

CHANGES TO THE DESIGN NOTED ON THE FINAL PERMIT DRAWINGS WHEN ISSUED IN

THE FUTURE.

2) THE COUNTY HAS INDICATED A PREFERENCE FOR PLASTIC LAMINATE COUNTERTOPS.

Addendum No. 1 Bid No. SW-FY26-004 Stilley Station Solid Waste Collection Center Project

THE BIDDERS SHOULD PRICE ACCORDINGLY WITH THE CHANGES TO THE DESIGN NOTED

ON THE FINAL PERMI T DRAWINGS WHEN ISSUED IN THE FUTURE.

3) THE WINDOWSILL SHALL BE 1" THICK WOOD TRIM MATERIAL (PAINTABLE) WITH THE

DEPTH TO MATCH THE WALL THICKNESS. THE SILLSHALL NOT TO BE CONSTRUCTED

OF DIMENSIONAL LUMBER. THE ARCHITECT MAKES NO DERMINATION ABOUT WHICH

TRADE WILL PERFORM THE INSTALATION/CONSTRUCTION. THE SELECTED GENERAL

CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS.

MISCELLANEOUS

1) A RECORD OF THE PRE-BID CONFERENCE is attached.

a. As stated in the Pre Bid Conference, CADD files are available for bidders’ use in preparation of their bids. CADD files will only be provided in AutoCAD format, version 2000. Interested bidders shall send an email request to Luke Griner lgriner@garrett-moore.com.

2) Questions received through April 16, 2026 and answers are attached.

ATTACHMENTS

1) Record of the Pre-Bid Meeting

2) Section C-003 Table of Contents dated April 17, 2026

3) Section C-410 Bid Form dated April 17, 2026

4) Section C-520 Agreement dated April 17, 2026

5) Section 01025 Measurement and Payment dated April 17, 2026

6) Section 01050 Field Engineering dated April 17, 2026

7) Section 02510 Paving and Surfacing dated April 17, 2026

8) Section 02821 Chain Link Fence

9) Questions received through April 16, 2026

10) Structural Drawings – Stilley Station S1.5, S2.2, S4.1 dated April 17, 2026

END OF ADDENDUM NO. 1

RECORD OF PRE-BID MEETING

MEETING DATE: APRIL 14, 2026 AT 11:00 AM

PROJECTS: NORTH BOYD SOLID WASTE COLLECTION CENTER

STILLEY STATION SOLID WASTE COLLECTION CENTER

OWNER / LOCATION: BEAUFORT COUNTY

MEETING LOCATION: ONLINE

MEETING COORDINATOR: Vance Moore, PE (GARRETT & MOORE, INC.)

I. INTRODUCTION

Vance Moore opened the meeting at approximately 11 AM. The owner representatives were introduced. Hollie Jones was unable to attend. He asked Luke Griner to take attendance of the Bidders attending the meeting. This list is attached to this Meeting Record.

OWNER REPRESENTATIVES: Brian Alligood, County Manager Christina Smith, Public Works Director West Overman, Deputy Public Works Director Hollie Jones, Purchasing Agent

ENGINEER (G&M): Vance Moore Luke Griner

BIDDERS: This is a mandatory Pre-bid Conference. A rollcall will be made for the attendees of the meeting. A list of attendees will be provided with pre-bid meeting minutes.

This Pre-bid Conference is for two separate construction projects. Bidders are not required to submit a bid for both projects. However, Bidders electing to submit a bid for both projects are required to submit a stand-alone bid for each project.

General description of the Projects:

o The North Boyd Solid Waste Collection Center Project consists of the construction of a convenience center complete with approximately 65,000 cy of soil backfill, concrete pad for 12-containers, concrete cast-in-place retaining wall, concrete multi-material pad and building, concrete yard waste pad, equipment shed building and foundation, attendant building and foundation, asphalt paving, graded aggregate base course (GABC) paving, and stormwater management features.

o The Stilley Station Solid Waste Collection Center Project consists of the construction of a convenience center complete with approximately 40,000 cy of soil backfill, concrete pad for 12-containers, concrete cast-in-place retaining wall, concrete multi-material pad and building, concrete yard waste pad, equipment shed building and foundation, attendant building and foundation, asphalt paving, graded aggregate base course (GABC) paving, and stormwater management features.

Bidders may offer Value Engineering proposal(s) for the Owner’s consideration. Value Engineering proposal(s) should be submitted as a separate document clearly marked as “Value Engineering Proposal” and attached to the end of the Bidder’s bid.

PRE-BID MEETING

Beaufort County Solid Waste Collection Centers

2026-04-14

Mr. Moore described that attendance at the pre-bid meeting is mandatory, asking all bidders to ensure they and the bidding entity they represent (name of the bidder, bidding company) are accounted for.

II. BIDDING SCHEDULE

Due date – Bids are due April 30, 2026 at 2:00 pm EDT. All bids shall be submitted to the Beaufort County Financial Services building.

Christina Smith warned Bidders of next day arrival bid submission. She stated that there is no guarantee that bids will arrive on time. She also stated that late bids will not be accepted.s

Bid Award – Targeting contract award at the June 1, 2026 Commissioner meeting.

III. QUESTIONS DURING BIDDING

Questions shall be sent to Luke Griner at lgriner@garrett-moore.com by April 23, 2026. Bidder should enter either “Beaufort County – North Boyd – Questions” or “Beaufort County – Stilley Station – Questions” as the subject for the email, respective of the project it pertains to.

Questions submitted directly to Owner will not be accepted.

Responses will be distributed to all bidders via Addenda to be published on the Beaufort County Bid Postings website.

IV. PROCEDURES FOR ADDENDA

Bidders are advised that only addenda can amend the Bid Documents.

Mr. Moore made it clear that only addenda can amend the Bid Documents.

Addendums to include responses to questions, clarifications and/or revisions to bid documents will be distributed to all active Bidders.

Addendum No. 1 is anticipated to include:

o Record of the Pre-Bid Meeting o Pre-Bid Meeting Attendance Sheet o Responses to questions asked to date o Other modifications to the plans and specifications as appropriate.

V. PROJECT SCHEDULE

Targeted Notice to Proceed date is June 15, 2026.

Contract Time is 150-calendar days from Notice to Proceed.

Working hours are defined to be 10 hours per day between the hours of 7:00 AM and 7:00 PM Monday through Friday. Requests outside this window may be considered but are not guaranteed.

VI. BID DOCUMENTS

PRE-BID MEETING

Beaufort County Solid Waste Collection Centers

2026-04-14

Civil Site Drawings, Electrical Drawings, Structural Drawings, Architectural Drawings, Wastewater Treatment and Dispersal System, Project Manual, and Bid Form have been made available; CAD files will be made available following this meeting and any subsequent modifications.

Construction Drawings

CADD files are available for bidders’ use in preparation of their bids. CADD files will only be provided in AutoCAD format, version 2000. Interested bidders shall send an email request to Luke Griner (lgriner@garrett-moore.com)

Technical

Surveying – Contractor is to provide all Surveying for purposes of construction, quantification, and Certification as-builts.

Quality Control – Contractor is to provide QC during construction as described in the Project Specifications.

Facility requirements / additional:

Safety requirements

Office facilities shall be provided by the Contractor for their staff and Engineer’s onsite RPR at a location approved by the Owner.

VII. OTHER BUSINESS, GENERAL DISCUSSION

Mr. Jose Mendez asked several questions which require addendum to respond. He was asked to send an email to Luke Griner with these questions.

Mr. Matthew Tilley had a question about site visit procedures. Prospective bidders and contractors were asked by West Overman to alert Luke Griner of their schedule to visit a site. Luke Griner was directed to alert West of their visit. West also requested that visitors wear high visibility PPE.

This project is not traditionally ARPA funded An attendee asked about the frequency of Addenda. Mr. Moore conveyed that addenda would be issued as often as possible to provide bidders the opportunity to review and revise bids.

VIII. ADJOURN

The Pre-bid Conference ended at approximately 11:29 AM EDT.

C-003-1

Beaufort County North Boyd Solid Waste Collection Center Project

TABLE OF CONTENTS

SECTION SUBJECT

DIVISION 0 – BIDDING AND CONTRACT DOCUMENTS

C-003 Table of Contents C-111 Advertisement for Bids C-200 Instructions to Bidders C-410 Bid Form C-430 Bid Bond C-451 Qualifications Statement C-510 Notice of Award C-520 Agreement between Owner and Contractor for Construction Contract C-550 Notice to Proceed C-610 Performance Bond C-615 Payment Bond C-620 Application for Payment C-625 Certificate of Substantial Completion C-626 Notice of Acceptability of Work C-700 General Conditions C-800 Supplementary Conditions C-850 Drawing Index C-900 Addendum

DIVISION 1 – GENERAL REQUIREMENTS

01010 Summary of Work 01025 Measurement and Payment 01026 Schedule of Values 01027 Application for Payment 01030 Special Project Procedures 01036 Change Order Procedures 01050 Field Engineering 01055 Duties, Responsibilities and Limitations of Authority of Resident Project

Representative 01200 Project Meetings 01310 Construction Schedules 01340 Shop Drawings, Product Data, Working Drawings, and Samples 01380 Construction Photographs 01510 Temporary Utilities 01530 Protection of Existing Utilities 01600 Material and Equipment

C-003-2

TABLE OF CONTENTS

(CONTINUED)

SECTION SUBJECT

01630 Substitutions and Product Options 01700 Contract Closeout 01720 Project Record Documents 01740 Warranties and Bonds

DIVISION 2 – SITE WORK

02100 Site Preparation 02200 Excavation, Backfill, and Compaction 02272 Filter Fabric 02505 Crushed Stone Paving 02510 Paving and Surfacing 02605 Precast Concrete Structures 02612 Reinforced Concrete Pipe 02821 Chain Link Fence 02901 Miscellaneous Work and Cleanup

DIVISION 3 – CONCRETE (NOT USED)

DIVISION 4 – MASONRY (NOT USED)

DIVISION 5 – METALS (NOT USED)

DIVISION 6 – WOOD AND PLASTICS (NOT USED)

DIVISION 7 – THERMAL AND MOISTURE PROTECTION (NOT USED)

DIVISION 8 – DOORS AND WINDOWS (NOT USED)

DIVISION 9 – FINISHES (NOT USED)

DIVISION 10 – SPECIALTIES (NOT USED)

DIVISION 11 – EQUIPMENT (NOT USED)

DIVISION 12 – FURNISHINGS (NOT USED)

DIVISION 13 – SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 – CONVEYING SYSTEM (NOT USED)

DIVISION 15 – MECHANICAL (NOT USED)

DIVISION 16 – ELECTRICAL (NOT USED)

END OF SECTION

Bid Item Description

Estimated Quantity Unit

Unit Price ($)

Extended Total ($)

1 BONDS, INSURANCE, MOBILIZATION 1 LS

2 SILT FENCE 1,500 LF

3 CONSTRUCTION ENTRANCE 1 LS

4 CLEARING AND GRUBBING 23.7 AC

5 STRIPPING AND HAULING OFF-SITE 61,000 CY

6 EXCAVATION & BACKFILL 40,000 CY

REMOVE AND REPLACE UNSUITABLE

MATERIALS

4,000 CY

GEOGRID FABRIC FOR FOUNDATION

IMPROVEMENT

6,000 SY

9 SEDIMENT POND OUTLET STRUCTURE 1 LS

10 POROUS BAFFLES 900 LF

11 15-INCH RCP 151 LF

12 CLASS B RIPRAP ENERGY DISSIPATOR 5 CY

ROLLED EROSION CONTROL

PRODUCT

5,300 SY

14 ASPHALT PAVING 13,120 SY

15 GABC PAVING 20,000 SY

16 CONCRETE PAVING 2,810 SY

17 BOLLARDS 88 EA

18 6' WHEEL STOPS 4 EA

19 8' WHEEL STOPS 24 EA

20 CHAIN LINK FENCE 3,900 LF

21 CANTILEVERED SLIDE GATE 1 EA

22 2-INCH SDR 21 WATER LINE 790 LF

23 3/4-INCH SDR 21 WATER LINE 50 LF

C-410 Bid Form

STILLEY STATION SOLID WASTE

COLLECTION CENTER PROJECT

Bid Item Description

Estimated Quantity Unit

Unit Price ($)

Extended Total ($)

C-410 Bid Form

STILLEY STATION SOLID WASTE

COLLECTION CENTER PROJECT

April 17, 2026

24 PAVEMENT STRIPING 1 LS

25 SEEDING AND MULCHING 12.9 AC

26 ELECTRICAL 1 LS

WASTEWATER TREATMENT AND

DISPERSAL SYSTEM

1 LS

CONCRETE

WALLS/STEPS/FOUNDATIONS

1 LS

29 CUSTOMER CANOPY 1 LS

30 MULTI-MATERIAL CANOPY 1 LS

31 EQUIPMENT SHED 1 LS

32 ATTENDANT BUILDING 1 LS

33 MISCELLANEOUS WORK & CLEANUP 1 LS

A1 OFF-SITE STRUCTURAL FILL 6,000 CY

A2 UNSUITABLE MATERIALS HAUL-OFF 6,000 CY

Base Bid Total in Words:

Alternate Bid Total in Words:

Bidder: Date:

Base Bid Total

Alternates Bid Total

EJCDC® C-520, Agreement between Owner and Contractor for Construction Contract (Stipulated Price).

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

AGREEMENT BETWEEN OWNER AND CONTRACTOR

FOR CONSTRUCTION CONTRACT (STIPULATED PRICE)

This Agreement is by and between Beaufort County (“Owner”) and [name of contracting entity] (“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: All work described in the Contract Documents

ARTICLE 2—THE PROJECT

2.01 The Project, of which the Work under the Contract Documents is a part, is generally described as follows: All work described in the Contract Documents

ARTICLE 3—ENGINEER

3.01 The Owner has retained Garrett & Moore, 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 Project has been designed by Garrett & Moore, Inc.; 1029 W. South Street; Raleigh, NC 27603

ARTICLE 4—CONTRACT TIMES

4.01 Time is 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.

4.03 Contract Times: Days

A. The Work will be substantially complete within 210 calendar-days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions, and completed and ready for final payment in accordance with Paragraph 15.06 of the General Conditions within 235 calendar-days after the date when the Contract Times commence to run.

4.05 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 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.

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

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 $1,200 for each calendar day that expires after the time (as duly adjusted pursuant to the Contract) specified above for Substantial Completion, until the Work is substantially complete.

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).

Owner will pay Contractor for performance of the Work in accordance with the Contract Documents in current funds at the unit prices agreed upon in the Contractor’s Bid Form attached to this Agreement.

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.

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 on or about the 5th day of 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.

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

a. 90 percent of the value of the Work completed (with the balance being retainage).

b. 90 percent of cost of materials (excluding soil) and equipment not incorporated in the Work but delivered and suitable stored (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. Not used.

ARTICLE 7—CONTRACT DOCUMENTS

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. Project Manual bearing the general title Beaufort County – Stilley Station Solid Waste Collection Center Project

7. Drawings listed in the Project Manual, Section 00850 Drawing Index.

8. Addenda (numbers [number] to [number], inclusive).

9. Exhibits to this Agreement (enumerated as follows):

a. Completed C-451-2018 Qualifications Statement

b. Executed Certificate(s) of Insurance

c. Other

1) None

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

10. 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.

d. Field Orders.

e. Warranty Bond, if any.

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, 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.

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

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

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 indicating additions

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

in blue text and deletions with strikethrough text, and further described in the Supplementary Conditions.

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

IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement.

This Agreement will be effective on [indicate date on which Contract becomes effective] (which is the Effective Date of the Contract).

Owner: Contractor:

(typed or printed name of organization) (typed or printed name of organization)

By: By:

(individual’s signature) (individual’s signature)

Date: Date:

(date signed) (date signed)

Name: Name:

(typed or printed) (typed or printed)

Title: Title:

(typed or printed) (typed or printed)

(If [Type of Entity] is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.)

Attest: Attest:

(individual’s signature) (individual’s signature)

Title: Title:

Address for giving notices: Address for giving notices:

Designated Representative: Designated Representative:

Name: Name:

(typed or printed) (typed or printed)

Title: Title:

Address: Address:

Phone: Phone:

Email: Email:

(If [Type of Entity] is a corporation, attach evidence of authority to sign. If [Type of Entity] is a public body, attach evidence of authority to sign and resolution or other documents authorizing execution of this Agreement.)

License No.:

(where applicable)

State:

01025-1

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1: GENERAL

1.01 SCOPE OF WORK

A The Project generally consists of furnishing and installing, complete, including labor, equipment, parts, materials, and other incidental work for the construction of the project as described in Section 01010 Summary of Work.

B All contract prices included in Section C-410-Bid Form will be full compensation for all labor, materials, tools, equipment and incidentals necessary to complete the Work as shown on the Drawings and specified in the Contract Documents to be performed under this Contract.

C The items listed below, refer to and are the same pay items listed in the Bid Form. They constitute all the pay items for the completion of the Work. No direct or separate payment will be made for providing miscellaneous temporary or accessory work, services, job signs, sanitary requirements, testing, safety devices, surveying, field engineering, approval and record drawings, water supplies, power, maintaining traffic, removal of waste, watchmen, and all other requirements of the General Conditions and DIVISION 1 - GENERAL REQUIREMENTS. Compensation for all such services, equipment and materials shall be included in the prices stipulated for the lump sum and unit price bid items listed herein.

D Each lump sum and unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR'S overhead and profit for each separately identified item.

E Restoration is not a separate bid item but is considered to be an integral part of the work under the contract, and all contract bid prices include the cost of restoration necessitated by the work related to that bid item.

F Progress Payment for any item for which certifying surveys are required by Section 01050 will be made based on estimated quantities verified by the ENGINEER. The ENGINEER will verify all final quantities prior to Final Payment for that item. Certifying surveys will be required for payment greater than 75% of the estimated total amount of that bid item as required by Section 01050. No Final Payment will be made for any item for which certifying surveys required by Section 01050 have not been submitted and approved by the

ENGINEER.

01025-2

1.02 BID ITEMS

Item 1: Bonds, Mobilization and Insurance

1. This Work shall consist of securing the appropriate bonds and insurance policies for the Project, and performance of preparatory construction operations, including the movement of personnel and equipment to the Project site, safety equipment and other facilities to begin work on a substantial phase of the Contract. Payment for this item will be made on a Lump Sum basis, wherein no measurement will be made. The Lump Sum price bid shall be full compensation for performing the specified work and the furnishing of all materials, labor, tools, equipment, and incidentals necessary to mobilize and subsequently demobilize. The amount of this item shall be limited to a maximum of five percent of the Line Items 2-31.

Item 2: Silt Fence

1. Measurement: The quantity of Silt Fence to be paid under this item will be the number of linear feet of Silt Fence complete and in place.

2. Payment: The unit price bid for this item will be full compensation for vegetation removal, furnishing, installing, inspection and maintaining Silt Fence as shown on the Drawings and specified herein, for the duration of the project or until areas are stabilized with vegetation. Silt Fence shall be removed upon completion and of the Project and successful stabilization of disturbed areas, as directed by the

ENGINEER.

Item 3: Construction Entrance

1. The lump sum price for Construction Entrance shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the Construction Entrance as shown in the Drawings and specified herein, including but not limited to, site preparations, geotextile fabric in areas subject to seepage or high water table, stone aggregate, maintenance and topdressing as required, and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 4: Clearing and Grubbing and Hauling Off-site

1. Measurement: The quantity of Clearing and Grubbing which will be paid for under this item will be the actual number of acres, as measured in the two-dimensional plan view, cleared and grubbed within the construction limits, as measured by the survey of the limits of clearing and grubbing.

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2. Payment: The unit price bid for this item will be full compensation for clearing and grubbing materials as shown on the Drawings and specified herein including, but not limited to, surveying, timbering, clearing and grubbing, hauling, and off-site disposal. No Final Payment will be made for this line item for which certifying surveys required by Section 01050 have not been submitted and approved by the

ENGINEER.

Item 5: Stripping and Hauling Off-Site

1. Measurement: The quantity of Stripping and Hauling Off-Site which will be paid for under this item will be the actual number of cubic yards measured by comparing the pre-work topographic survey to the topographic survey performed after clearing, grubbing, and stripping and prior to excavation and backfill, as required in Section 01050.

2. Payment: The unit price bid for this item will be full compensation for excavating and hauling stripping materials from within the limits of stripping as shown on the Drawings and specified herein. No Final Payment will be made for this line item for which certifying surveys required by Section 01050 have not been submitted and approved by the ENGINEER.

Item 6: Excavation & Backfill

1. Measurement: The quantity of Excavation & Backfill which will be paid for under this item will be the actual number of cubic yards measured by comparing the topographic survey performed after the stripping and grubbing and prior to excavation and backfill, to the topographic survey performed upon the completion of excavation and backfill, as required in Section 01050.

2. Payment: The unit price bid for this item will be full compensation for excavation and backfilling to the design Final Grading Plan as shown on the Drawings and specified herein including but not limited to hauling, and backfilling; compaction, quality control and surveying; drainage and dewatering; sheeting and bracing; test pits to verify location and depth of existing buried utilities and other facilities; care and protection of existing utilities and structures; site restoration; conformance to all federal, state, and county Standards and requirements; and all other work required or incidental to the satisfactory completion of all Work under this contract for which payment is not provided under other items in the bid form. No Final Payment will be made for any excavation and backfilling for which certifying surveys required by Section 01050 have not been submitted and approved by the ENGINEER.

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Item 7: Remove and Replace Unsuitable Soils

1. Measurement: The quantity of Remove & Replace Unsuitable Soils to be paid for under this item will be the number of actual cubic yards of unsuitable soils excavated and backfilled at the direction of the ENGINEER as measured by comparing topographic surveys performed before and after excavation.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for measuring, excavating, backfilling, grading, compacting, stockpiling, and disposing of all unsuitable materials excavated and all other work required or incidental to the satisfactory completion of all Work under this contract for which payment is not provided under other items in the bid form. Payment for removal and replacement of unsuitable soils requires verification and observation by the ENGINEER or designated representative on the day of the work being performed.

Item 8: Geogrid Fabric for Foundation Improvement

1. Measurement: The quantity of Geogrid Fabric for Foundation Improvement to be paid for under this item will be the actual number of square yards of installed Geogrid Fabric for Foundation Improvement placed at the at the direction of the OWNER and verified by OWNER’s representative prior to backfilling as measured as length x width.

2. Payment: The unit price bid for this item shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing Tensar BX1200, or Engineer-approved equal, Geogrid Fabric; and all other work required or incidental to the satisfactory completion of all Work under this item for which payment is not provided under other items in the bid form.

Item 9: Sediment Pond Outlet Structure

1. The lump sum price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision and incidentals required to construct the Sediment Pond Outlet Structure, including removal and disposal of existing structures, precast concrete riser, filter diaphragm, skimmer outlet, anti-vortex device, barrel outlet pipe, rip-rap dissipator, concrete endwall, fittings, gaskets, emergency spillway, and other items required for the installation of the Sediment Basin Riser Barrel for which payment is not provided under other items in the bid form.

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Item 10: Porous Baffles

1. Measurement: The quantity of Sediment Basin Porous Baffles to be paid under this item will be the number of linear feet of Sediment Basin Porous Baffles installed in accordance with the Plan Drawings.

2. Payment: The unit price bid for this item will be full compensation for furnishing and installing the Sediment Basin Porous Baffles as shown on the Drawings and specified herein and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 11: 15-inch RCP

1. Measurement: The quantity of 15-inch RCP to be paid for under this item will be the actual number of linear feet of pipe in place measured horizontally along the centerline of the installed pipes.

2. Payment: The unit price bids per linear foot for this items will be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the designated pipe as shown on the Drawings and specified herein, including but not limited to furnishing and installing all pipe, fittings, couplings, pipe bedding, pipe backfill, flared end sections, rip rap dissipators, cleaning, testing, certifying surveying, and all other appurtenances and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 12: Class B Riprap Energy Dissipator

1. Measurement: The quantity of Class B Riprap Energy Dissipator which will be paid under this item will be the actual number of cubic yards of Outlet Energy Dissipators installed and accepted by the ENGINEER.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision, and maintenance during construction required to furnish and install stone and filter fabric as shown on the Drawings and specified herein for which payment is not provided under other items in the bid form.

Item 13: Rolled Erosion Control Product

1. Measurement: The quantity of Rolled Erosion Control Product (RECP) which will be paid under this item will be the actual number of square yards of RECP, as measured in the two-dimensional plan view, installed and accepted by the ENGINEER.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision, and maintenance

01025-6 during construction required to furnish and install stone and filter fabric as shown on the Drawings and specified herein for which payment is not provided under other items in the bid form.

Item 14: Asphalt Paving

1. Measurement: The quantity of Asphalt Paving which will be paid for under this item will be the actual number of square yards of Asphalt Paving as measured in the two-dimensional plan view installed and minimum thickness as verified by the Road Thickness Survey as required by Section 01050 – Field Engineering.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision required to furnish and install the Asphalt Paving as shown on the drawings and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 15: GABC Paving

1. Measurement: The quantity of GABC Paving which will be paid for under this item will be the actual number of square yards of GABC Paving as measured in the two-dimensional plan view installed and minimum thickness as verified by the Road Thickness Survey as required by Section 01050 – Field Engineering.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision required to furnish and install the GABC Paving as shown on the drawings and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 16: Concrete Paving

1. Measurement: The quantity of Concrete Paving which will be paid for under this item will be the actual number of square yards of Concrete Paving as measured in the two-dimensional plan view installed and minimum thickness as verified by the Road Thickness Survey as required by Section 01050 – Field Engineering.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision required to furnish and install the Concrete Paving as shown on the drawings and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

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Item 17: Bollards

1. Measurement: The quantity of Bollards to be paid for under this item will be the actual number of Bollards installed as shown on the Drawings and specified herein and accepted by the ENGINEER.

2. Payment: The unit price bid for this item will be full compensation for Bollards installed as shown on the Drawings and specified herein including but not limited to labor; materials; installation; site restoration;

and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 18: 6’ Wheel Stops

1. Measurement: The quantity of 6’ Wheel Stops to be paid for under this item will be the actual number of 6’ Wheel Stops installed as shown on the Drawings and specified herein and accepted by the ENGINEER.

2. Payment: The unit price bid for this item will be full compensation for 6’ Wheel Stops installed as shown on the Drawings and specified herein including but not limited to labor; materials; installation; site restoration;

and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 19: 8’ Wheel Stops

1. Measurement: The quantity of 8’ Wheel Stops to be paid for under this item will be the actual number of 8’ Wheel Stops installed as shown on the Drawings and specified herein and accepted by the ENGINEER.

2. Payment: The unit price bid for this item will be full compensation for 8’ Wheel Stops installed as shown on the Drawings and specified herein including but not limited to labor; materials; installation; site restoration;

and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 20: Chain Link Fence

1. Measurement: The quantity of Chain Link Fence to be paid for under these items will be the actual number of linear feet of 6-foot Chain Link Fence, in place measured horizontally along the fence by Contractor’s final survey.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, fence alignment, clearing as necessary to install the

01025-8 fencing, concrete foundation, tools, equipment, supervision, and incidentals to furnish and install the chain link fence as shown on the Drawings and specified herein.

Item 21: Cantilevered Slide Gates

1. Measurement: The quantity of Cantilevered Slide Gates to be paid for under these items will be the actual number of cantilevered slide gates in place as shown on the Drawings and specified herein and accepted by the ENGINEER.

2. Payment: The unit price bid for this item will be full compensation for cantilevered slide gates installed as shown on the Drawings and specified herein including but not limited to labor; materials; installation;

site restoration; and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 22: 2-inch SDR 21 Water Line

1. Measurement: The quantity of 2-inch SDR 21 Water Line to be paid for under these items will be the actual number of linear feet of Water Line in place measured horizontally along the centerline of installed pipes.

2. Payment: The unit price bid per linear foot for this item will be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the designated pipe as shown on the Drawings and specified herein, including but not limited to furnishing and installing all pipe, fittings, couplings, pipe bedding, pipe backfill, cleaning, testing, certifying surveying, and all other appurtenances and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 23: 3/4-inch SDR 21 Water Line

1. Measurement: The quantity of 3/4-inch SDR 21 Water Line to be paid for under these items will be the actual number of linear feet of Water Line in place measured horizontally along the centerline of installed pipes.

2. Payment: The unit price bid per linear foot for this item will be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the designated pipe as shown on the Drawings and specified herein, including but not limited to furnishing and installing all pipe, fittings, couplings, pipe bedding, pipe backfill, cleaning, testing, certifying surveying, and all other appurtenances and all other work required or incidental to the

01025-9 satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 24: Pavement Striping

1. The lump sum price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision and incidentals required to install pavement striping accordance with the NCDOT Standards, including surveying, surface preparation, and other appurtenances for which payment is not provided under other items in the bid form.

Item 25: Seeding and Mulching

1. Measurement: The quantity of Seeding & Mulching which will be paid for under this item will be the actual number of acres of Seeding and Mulching as measured in place by computing the two-dimensional plan area of the limits of the Seeded and Mulched area indicated on the post-work survey, as required in Section 01050.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision and incidentals required to furnish and perform the seeding and mulching work for disturbed areas as shown on the Drawings and specified herein, and the establishment of satisfactory growth of grass as examined and approved by the OWNER, maintained through submittal and acceptance of the C-SWPPP Permit Notice of Termination.

Item 26: Electrical

1. The lump sum price for Electrical shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the Electrical as shown in the Electrical Drawings and all other work required or incidental to the satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 27: Wastewater Treatment and Dispersal System

1. The lump sum price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision and incidentals required to install the Wastewater Treatment and Dispersal System as shown in the Wastewater Treatment and Dispersal System drawings and documents, including surveying, piping, septic tank, and drain field and other appurtenances for which payment is not provided under other items in the bid form.

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Item 28: Concrete Walls/Steps/Foundations

1. The lump sum price for Concrete Walls/Steps/Foundations…