Addendum 3 April 27, 2026 - Bid No SW-FY-26-004 Stilley Station.pdf

ADDENDUM NO. 3

DATE ISSUED: APRIL 27, 2026

BIDDING AND CONTRACT DOCUMENTS

FOR THE

BID NO. SW-FY26-004

STILLEY STATION

COLLECTION CENTER PROJECT

Signed, sealed, and dated this 27th 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. 3 Bid No. SW-FY26-003 North Boyd Solid Waste Collection Center Project April 27, 2026

IN THE PROJECT MANUAL

1) Delete Section C-003 Table of Contents dated April 17, 2026 in its entirety. Replace with Section C-003 Table of Contents dated April 27, 2026.

2) Delete Section C-410 Bid Form dated April 17, 2026 in its entirety. Replace with Section C-410 Bid Form dated April 27, 2026.

3) Delete Section C-520 Agreement dated April 17, 2026 in its entirety. Replace with Section C-520 Agreement dated April 27, 2026.

4) Delete Section 01025 Measurement and Payment dated April 17, 2026 in its entirety. Replace with Section 01025 Measurement and Payment dated April 27, 2026.

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

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

6) Add Section 09902 PAINTING dated April 27, 2026.

IN THE DRAWINGS

Electrical Drawings – North Boyd

1) Delete sheet E4 dated 3/31/2026 in its entirety. Replace with sheet E4 dated 4/24/2026.

MISCELLANEOUS

1) Questions received through April 23, 2026 and answers are attached.

ATTACHMENTS

1) Section C-003 Table of Contents dated April 27, 2026

2) Section C-410 Bid Form dated April 27, 2026

3) Section C-520 Agreement dated April 27, 2026

4) Section 01025 Measurement and Payment dated April 27, 2026

5) SECTION 09902 PAINTING

6) Questions received through April 23, 2026

7) Electrical Drawings – North Boyd E4 dated April 24, 2026

END OF ADDENDUM NO. 3

C-003-1

Beaufort County Stilley Station 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

09902 Painting

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 AND

HAULING OFF-SITE 23.7 AC

5 STRIPPING AND HAULING OFF-SITE 61,000 CY

6 EXCAVATION & BACKFILL WITH ON-

SITE SOIL 40,000 CY

7 UNSUITABLE SOILS REMOVAL,

HAULING, AND OFF-SITE DISPOSAL 4,000 CY

8 GEOGRID FABRIC FOR FOUNDATION

IMPROVEMENT 6,000 SY

9 IMPORT STRUCTURAL FILL SOIL FROM

OFFSITE SOURCES AND PLACEMENT 10,000 CY

10 SEDIMENT POND OUTLET STRUCTURE 1 LS

11 POROUS BAFFLES 900 LF

12 15-INCH RCP 151 LF

13 24-INCH RCP 71 LF

14 CONCRETE ENDWALL FOR 24-INCH

RCP 1 EA

15 CLASS B RIPRAP ENERGY DISSIPATOR 5 CY

16 ROLLED EROSION CONTROL

PRODUCT 5,300 SY

17 ASPHALT PAVING 13,120 SY

18 GABC PAVING 20,000 SY

19 CONCRETE PAVING 2,810 SY

20 BOLLARDS 88 EA

21 6' WHEEL STOPS 4 EA

22 8' WHEEL STOPS 24 EA

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 27, 2026

23 CHAIN LINK FENCE 3,900 LF

24 CANTILEVERED SLIDE GATE 1 EA

25 2-INCH SDR 21 WATER LINE 790 LF

26 3/4-INCH SDR 21 WATER LINE 50 LF

27 PAVEMENT STRIPING 1 LS

28 SEEDING AND MULCHING 12.9 AC

29 ELECTRICAL 1 LS

30 WASTEWATER TREATMENT AND

DISPERSAL SYSTEM 1 LS

31 CONCRETE

WALLS/STEPS/FOUNDATIONS 1 LS

32 COMPACTOR WEAR STRIPS 4 EA

33 CONTAINER WEAR STRIPS AND

WHEEL STOPS 20 EA

34 CUSTOMER CANOPY 12 EA

35 MULTI-MATERIAL CANOPY 1 LS

36 EQUIPMENT SHED 1 LS

37 ATTENDANT BUILDING 1 LS

38 MISCELLANEOUS WORK & CLEANUP 1 LS

Base Bid Total in Words:

Bidder: Date:

Base 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 2-38.

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.

01025-3

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 With On-site Soil

1. Measurement: The quantity of Excavation & Backfill With On-site Soil which will be paid for under this item will be the actual number of cubic yards measured by comparing the topographic survey performed a after the clearing and grubbing, stripping, unsuitable soil removal, 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.

01025-4

Item 7: Unsuitable Soils Excavation, Hauling, and Off-site Disposal

1. Measurement: The quantity of Unsuitable Soils Excavation, Hauling, and Off-site Disposal to be paid for under this item will be the number of actual cubic yards of unsuitable soils excavated, hauled off-site, and disposed at the direction of the ENGINEER as measured by comparing topographic surveys performed before and after unsuitable soil 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, hauling, and off-site disposal 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: Import Structural Fill Soil From Off-site Sources and Placement

1. Measurement: The quantity of Import Structural Fill Soil From Off-site Sources and Placement to be paid for under this item will be the number of actual cubic yards of structural fill soil imported from off-site sources and placed at the direction of the ENGINEER as measured by comparing topographic surveys performed before and after off-site soil import and placement.

2. Payment: The unit price bid for this item will be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for purchasing, measuring, excavating, hauling, and placement of all off-site structural fills and all other work required or incidental to the satisfactory completion of all Work under this contract for which payment

01025-5 is not provided under other items in the bid form.

Item 10: 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, fittings, gaskets, emergency spillway, and other items required for the installation of the Sediment Basin Outlet Structure for which payment is not provided under other items in the bid form.

Item 11: 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 12: 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 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 13: 24-inch RCP

1. Measurement: The quantity of 24-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 item will be full compensation for all labor, materials, tools, equipment, supervision and

01025-6 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 14: Concrete Endwall for 24-INCH RCP

1. Measurement: The quantity of Concrete Endwall for 24-INCH RCP to be paid for under these items will be the actual quantity constructed in place, test, and accepted by the ENGINEER.

2. Payment: The unit price for each Concrete Endwall shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the concrete endwalls as shown in the Drawings and specified herein, including but not limited to, excavation, dewatering, bedding material, backfill, testing, and all other work required or incidental to the satisfactory completion of all work under this item.

Item 15: 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 16: 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 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.

01025-7

Item 17: 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 18: 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 19: 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.

01025-8

Item 20: 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 21: 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 22: 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 23: 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

01025-9 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 24: 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 25: 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 26: 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

01025-10 satisfactory completion of all work under this item for which payment is not provided under other items in the bid form.

Item 27: 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 28: 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 29: 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 30: 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.

01025-11

Item 31: Concrete Walls/Steps/Foundations

1. The lump sum price for Concrete Walls/Steps/Foundations shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the Concrete Walls/Steps/Foundations as shown in the Structural 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 32: Compactor Wear Strips

1. Measurement: The quantity of Compactor Wear Strips to be paid for under this item will be the actual number of Compactor Wear Strips installed as shown on the Structural Drawings, Civil Site Drawings, and specified herein and accepted by the ENGINEER.

2. Payment: The unit price bid for this item will be full compensation for Compactor Wear Strips installed as shown on the Structural Drawings, Civil Site 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 33: Container Wear Strips and Wheel Stops

1. Measurement: The quantity of Container Wear Strips and Wheel Stops to be paid for under this item will be the actual number of Container Wear Strips and Wheel Stops installed as shown on the Structural Drawings, Civil Site Drawings, and specified herein and accepted by the

ENGINEER.

2. Payment: The unit price bid for this item will be full compensation for Container Wear Strips and Wheel Stops installed as shown on the Structural Drawings, Civil Site 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 34: Customer Canopy

1. The quantity of Customer Canopy to be paid for under this item will be the actual number of Customer Canopy installed as shown on the Structural Drawings, Civil Site Drawings, and specified herein and accepted by the ENGINEER.

2. Payment: The unit price bid for this item will be full compensation for

01025-12

Customer Canopy installed as shown on the Structural Drawings, Civil Site 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 35: Multi-Material Canopy

1. The lump sum price for Multi-Material Canopy shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for engineering, furnishing and installing the Multi-Material Canopy as shown in the Structural 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 36: Equipment Shed

1. The lump sum price for Equipment Shed shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the Equipment Shed as shown in the Structural 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 37: Attendant Building

1. The lump sum price for Attendant Building shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required for furnishing and installing the Attendant Building as shown in the Architectural Drawings, Structural 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 38: Miscellaneous Work & Cleanup

1. The lump sum price for Miscellaneous Work & Cleanup shall be full compensation for all labor, materials, tools, equipment, supervision and incidentals required to perform work described in Section 02901 and as shown on the Drawings, and any other work not specifically included for payment under any other item but obviously necessary to complete the Contract.

V:\Beaufort County\Mega Convenience Site Phase 3\Stilley Station Road\Project Manual\Div 1\01025 - Measurement and Payment - 20260424.docx Printed On: 4/27/2026 12:59 PM

02510-1

SECTION 02510

PAVING AND SURFACING

PART 1 -- GENERAL

1.01 THE REQUIREMENT

A. The Contractor shall furnish all labor, equipment and materials and perform all operations in connection with the construction of asphalt concrete pavement, asphalt concrete overlay, reinforced concrete pavement, gravel roads, concrete curb and gutter, repair and reconstruction of existing asphalt concrete pavement, repair of existing gravel roads, and pavement markings complete as specified herein and as detailed on the Drawings.

B. All new roads including the replacement of portions of the existing roads shall be to the limits, grades, thicknesses and types as shown on the Drawings. Patches for pipe crossings and areas damaged during the construction work shall be asphalt and/or gravel, depending upon the material encountered, unless otherwise indicated.

1.02 RELATED WORK SPECIFIED ELSEWHERE

A. Requirements of related work are included in Division 1, Division 2 and Division 3 of these Specifications.

1.03 RELATED SECTIONS

A. Section…