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PO Box 4119 Lynchburg, VA 24502 Phone: 434-316-6080

968 Olympia Drive, Suite 1 Charlottesville, VA 22911 Phone: 434-984-2700 www.wwassociates.net

Bid Set

April 21, 2026

Rev 1: April 27, 2026

Prepared by:

WW Associates Project No. 225008.00 01000/1

Section 01000 Table of Contents

Section

Division 1 – General Requirements

Advertisement for Bids

Instructions to Bidders

Bid Form

General Requirements

Supplementary Conditions

Standard Contract Forms

Division 2 – Site Work

Demolition

Traffic Regulation

Earthwork

Paving and Surfacing

Chain Link Fences and Gates

Seeding

Divisions 3-16 – Not Used

End of Table of Content

WW Associates Project No. 225008.00 01100/1

Section 01100 Advertisement for Bids

Re: Greene County Community Park Improvements Greene County, Virginia

Bids on the referenced project will be received by the County Administrator in the Greene County Administration Building, 40 Celt Road, Stanardsville, VA 22973, until 2:00 P.M., local prevailing time, June 10, 2026, and then publicly opened.

Bids may be withdrawn using the procedure set forth in Virginia Code § 2.2-4330 B.2.

The project will consist of the following work, to begin after October 24, 2026:

▪ Construction of a parking lot.

▪ Construction of two pavilion site plans.

▪ Concrete slabs for two pavilions.

▪ Sidewalk Improvements.

▪ Erosion and sediment control.

▪ Related incidental work.

The County will award the contract on a lump sum bid.

Bid documents consisting of project manual and drawings are open to the public for inspection at the following locations:

▪ Owner: Greene County, Administration Building, 40 Celt Road, Stanardsville, VA 22973

A non-mandatory guided site visit will be held at 1:00 P.M. on May 14, 2026. This will be the only scheduled opportunity for a site visit; no exceptions will be made. The site is located at 512 Jeri Allen Way, Ruckersville, VA 22968.

Bid documents in Adobe Acrobat format (pdf) may be obtained from Greene County, at no charge. Bidder must include contact person, email to receive bid documents, business address and telephone.

Bid Security: Bids shall be accompanied by a certified check or an acceptable bid bond in the amount of 5 percent of the base bid.

Bidders must be licensed as contractors in the Commonwealth of Virginia in accordance with Title 54.1, Chapter 11 of the Code of Virginia (1950) as amended.

All questions related to the project should be addressed in writing to Mike Taylor, Director of Facilities Maintenance, at mstaylor@gcva.us, and copy to Terry Beigie, Deputy Clerk of the Board of Supervisors, at tbeigie@gcva.us.

WW Associates Project No. 225008.00 01100/2

Cathy Schafrik County Administrator

Greene County Administration Building

40 Celt Road Stanardsville, Virginia 22973

End of Advertisement

WW Associates Project No. 225008.00 01200/1

Section 01200 Instructions to Bidders

1 General: To be valid for consideration, bids must be completed and submitted in accordance with these instructions to bidders.

1.1 A non-mandatory guided site visit will be held at 1:00 PM, local prevailing time:

May 14, 2026. This will be the only opportunity for a site visit; no exceptions will be made. The site is located at 512 Jeri Allen Way, Ruckersville, VA 22968.

2 Qualification of Bidders: Each bidder must be prepared to submit within 5 calendar days of the Owner’s request written evidence of his qualifications for the project, including financial data, previous experience, and evidence of authority to conduct business in the jurisdiction where the project is located.

3 Examination of Bid Documents and Site

3.1 Before submitting bids, each bidder must examine bid documents thoroughly;

familiarize himself with federal, state and local laws, ordinances, rules, and regulations affecting the work; and correlate his observations with the requirements of the bid documents.

3.2 Bidders are requested and expected to visit the site of the project to alert themselves to local and special conditions, which may be encountered during construction of the project. Failure to make such investigations shall not relieve the successful bidder from performing and completing the work in accordance with the contract documents.

4 Interpretations

4.1 All questions concerning this project shall be directed to Greene County. No oral interpretations of the bid documents will be made to any bidder. To be given consideration, requests for interpretations must be received in time to allow preparation of written response at least 5 days prior for receipt of bids.

Interpretations will be written in the form of written addenda to the bid documents and mailed to all parties recorded by Greene County as having received bid documents, prior to scheduled receipt of bids. Only interpretations by formal written addenda will be binding.

5 Bid Submission

5.1 Submit one copy of the bid using forms furnished by WW Associates, Inc. and fill in all blank spaces on the form. Repeat notation “Contractor’s Current Virginia License No. ____________” on outside of inner envelope containing bid and bid security, and place this envelope within another envelope addressed to:

WW Associates Project No. 225008.00 01200/2

5.1.1 County Administrator

Greene County Administration Building 40 Celt Road Stanardsville, Virginia 22973

5.2 The inner envelope shall have noted thereon:

5.2.1 “Bid for Construction of Greene County Community Park Improvements, Greene County, Virginia.”

5.3 Bid security, bidding documents, receipt deadline for bids, and pre-bid conferences shall be as specified herein.

5.3.1 No bidder shall withdraw, modify, or cancel any part of his bid for 90 days following bid opening.

5.4 Modifications and withdrawal of bids: Bids may be modified or withdrawn by appropriate document duly executed (in the manner that a bid must be executed) and delivered to the place where the bids are to be submitted at any time prior to the receipt of bids.

5.5 Withdrawal of bids after date for submission: In accordance with the procedure set forth in Virginia Code § 2.2-4330 B.2, the bidder will have 2 business days after the opening of bids within which to claim in writing any mistake as defined in said section and withdraw his bid, provided such mistake be proved from the Contractor’s work papers. Failure to submit Contractor’s work papers will be considered as a waiver of any right of withdrawal of bids after the date for submission.

5.6 Bid documents in Adobe Acrobat format (pdf) may be obtained from Greene County at no charge. Bidder must include contact person, email to receive bid documents, business address and telephone.

5.7 Bid Security: Bids shall be accompanied by a certified check or an acceptable bid bond in the amount of 5 percent of the base bid.

5.8 All Bid Items must be completed in their entirety; failure by the Contractor to fully complete the bid form will be considered a non-responsive bid.

5.9 The Contractor is advised to refer to the Permits paragraph in Section 01500 – Supplementary Conditions for bidding instructions on permit-related fees.

6 Agreement, insurance certificate, and bonds shall be drawn on forms identical to those bound within this project manual.

6.1 Bonds shall be with a surety company acceptable to the Owner.

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6.2 A Performance Bond and a Payment Bond will be required in the amount of 100 percent of the bid.

7 Award of Contract

7.1 The award of the contract will be as specified in Section 01300 – Bid Form.

7.2 Should the responsive bid from the lowest responsible bidder exceed available funds, the Owner may negotiate with the lowest responsible bidder in accordance with Section 2.2-4318 of the Virginia Public Procurement Act to obtain a contract price within available funds.

7.3 The Owner reserves the right to reject any and all bids and waive any and all informalities and the right to disregard all nonconforming or conditional bids or counterproposals.

7.4 Submission of post-bid information shall be in accordance with the contract documents.

End of Section

Contractor ________________________________________ Date ______________ VA License No. _________________________

WW Associates Project No. 225008.00 01300/1

Section 01300 Bid Form

Gentlemen:

The undersigned, having visited and examined the site and having carefully studied the drawings and project manual for the Greene County Community Park Improvements, Greene County, Virginia, hereby proposes to furnish all plant, labor, equipment, materials, and services and to perform all operations necessary to execute and complete the work required for the project, in strict accordance with the drawings and technical specifications prepared by WW Associates, Inc., Engineers • Surveyors • Planners, dated July 30, 2025, revised February 4, 2026 and March 17, 2026, respectively, together with addenda numbered _____, issued during bidding period and hereby acknowledged, subject to the terms and conditions of the agreement as follows:

Base Bid Item No. 1: All work associated with this project, complete and in accordance with the drawings and specifications, for the lump sum of:

Dollars

Notes:

a) The basis of award for determining the low bidder shall be the lowest Total Base Bid.

b) The Total Base Bid is founded upon furnishing equipment and materials of specified manufacturers or approved equals.

c) Pavilions and electrical lighting will be furnished and installed by the Owner.

Concrete slabs and subgrade preparations for the Pavilions shall be provided by the Contractor.

It is understood and agreed that the Owner, in protecting his best interest, reserves the right to:

a) Reject any or all bids.

b) Accept any bid item at the Base Bid price, or any combination of the bid items, whereupon the Contractor shall furnish equipment and materials as specified.

We are properly equipped to execute work as defined in the contract documents and so covered by this bid and will enter into agreement for the execution and completion of the work in accordance with the drawings, project manual, and this bid. We further agree that if awarded the contract, we will commence the work on the date stated in the “Notice to Contractor to Proceed,” and will prosecute the work and shall be substantially

WW Associates Project No. 225008.00 01300/2 complete as defined in the general conditions within 240 calendar days and complete all obligations within 270 calendar days.

The Owner and Contractor recognize that time is of the essence with this agreement and that the Owner will suffer financial loss if the work is not completed within 240 calendar days for all work associated with this project. They also recognize the delays, expense, and difficulties involved in proving the actual loss suffered by the Owner if the work is not completed on time. Accordingly, instead of requiring any such proof, the Owner and Contractor therefore agree that, as liquidated damages for delay (but not as a penalty), the Contractor shall pay the Owner five hundred dollars ($500.00) for each day that expires after the time specified for substantial completion of this project.

Enclosed herewith is the following security, offered as evidence that the undersigned will enter into agreement for the execution and completion of the work in accordance with the drawings and project manual:

Certified check for the sum of_________________________________________

Name of bank______________________________________________________

Bidder’s bond in amount of___________________________________________

Bond issued by_____________________________________________________

The undersigned further agrees that in case of failure on his part to execute the said agreement within 10 consecutive calendar days after written notice being given on the award of the contract, the monies payable by the securities accompanying this bid shall be paid to Greene County, Virginia as liquidated damages for such failure; otherwise, the securities accompanying this bid shall be returned to the undersigned.

This bid is subject to acceptance within a period of 90 days from bid submission date.

Respectfully Submitted, Contractor

By __________________________

Address

Telephone

Date______________________

WW Associates Project No. 225008.00 01300/3

Contractor’s Current Virginia License Number _____________Code _______

WW Associates Project No. 225008.00 01400/1

Section 01400 General Requirements

1 General

1.1 Summary of Work

1.1.1 The work covered under this contract comprises the furnishing of all labor, materials, equipment, tools and services and the installation and construction of all items, and the performance of all work necessary to complete the work shown or called for on the drawings and/or in this project manual.

1.1.2 All units under this Contract shall be operable, shall be installed as designed, and shall conform to the manufacturer’s specifications for the particular application.

1.1.3 In instances where the General Requirements specified herein conflict with the General Conditions in Section 01600 – Standard Contract Forms, the more restrictive requirements shall prevail.

1.2 Contractor Use of Premises

1.2.1 The Contractor shall assume full responsibility for protection and safekeeping of products stored on or off premises.

1.2.2 The Contractor shall coordinate use of premises with the Owner and remove stored products that interfere with the operations of the Owner or other contractors.

1.2.3 The Contractor shall obtain and pay for all additional storage or work areas needed for operations under this Contract. These areas shall be subject to the same conditions as described for the Owner’s property.

1.3 Construction and Scheduling Sequence

1.3.1 Provide a written construction schedule and plan which describes in detail each major task and operation which will interfere with any existing system, equipment, or operation. The plan shall describe the sequence and proposed method of accomplishing each task and the proposed schedule for interruptions.

1.3.2 All construction activities shall be performed inside acquired easements and right of ways designated for this project. Laydown areas for this project shall be as agreed upon by Greene County. Coordination and scheduling of construction activities with the County is a salient feature of this contract.

1.3.3 The Contractor shall schedule construction activities to maintain access to properties along the route of the project during normal business hours. The

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Contractor shall maintain at least one lane open at all times during construction for two-way traffic.

1.3.4 The Contractor shall make provisions for protecting all asphalt and concrete surfaces. Rubber tired vehicles will be required. Any damage to asphalt or concrete surfaces shall be repaired/replaced in kind by the Contractor.

1.3.5 The Contractor shall create a pre-construction video of the entire project area to demonstrate pre-construction conditions. The Contractor shall provide the Owner with a DVD of the pre-construction video as a submittal.

1.4 Work Restrictions

1.4.1 Normal working hours for the Contractor shall be dawn to dusk, Monday through Friday, excluding state and federal holidays, unless otherwise approved by the Owner.

1.5 Contract Modification Procedures

1.5.1 Change Orders: No amount, in part or in whole, of a change order shall be included in a requisition for payment by the Contractor until the change order has been executed and copies of the change order have been distributed to the Owner and Contractor.

1.5.2 Work Orders: A work order is a device which enables the Owner to promptly order changes in the work which may involve changes in cost or contract time, or both pending preparation and execution of a formal change order.

1.5.3 Request for Change Order Proposal: The Owner may request the Contractor to submit a change order proposal for changes in contract work. The Contractor shall submit the proposal in accordance with contract requirements within 3 days of a request by the Owner. The Owner may issue to the Contractor a work order authorizing the required changes for an additional amount not to exceed, or a deduction of not less than the amount shown in the work order. If the Contractor is not in agreement with the amount stipulated in the work order, he shall, within a reasonable time after the issue date of the order, submit to the Owner an equitable proposal and develop with the Owner a mutually acceptable price for the required change in work.

1.5.4 The Contractor may initiate changes by submitting a written notice to the Owner containing:

1.5.4.1 Description of the proposed changes.

1.5.4.2 Statement of the reason for making the changes.

1.5.4.3 Statement of the effect on the Contract Sum and the Contract Time.

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1.5.4.4 Statement of the effect on the Work of separate Contractors.

1.5.4.5 Documentation supporting any change in Contract Sum or Contract Time, as appropriate.

1.6 Payment Procedures

1.6.1 Applications and Certificates for Payment: The form of each application for payment shall be EJCDC Document C-620 entitled, “Application and Certificate for Payment” accompanied by “Continuation Sheet,” and “Stored Material Summary.” Each application for payment by the Contractor, excluding the first, shall be accompanied by a “Contractor’s Affidavit of Payment of Debts and Claims,” AIA Document G706, and “Contractor’s Affidavit of Release of Liens,” AIA Document G706A. Each application shall be submitted on these forms. Payment for stored material delivered but not incorporated in the work will be the invoiced amount only. Submit invoices with application for payment.

1.6.2 Upon recommendation by Greene County, of the Contractor’s request for partial payment, the Owner shall pay to the Contractor 95 percent of the total amount due and the Owner shall retain 5 percent of the amount due until final completion and acceptance of all work covered by the contract.

1.6.3 Schedule of Values: Submit complete schedule of values at least 10 days prior to first application for payment.

1.7 Project Meetings

1.7.1 Preconstruction conferences with the Contractor will be held after the effective date of the agreement.

1.7.2 Progress Meetings: Each month, the Contractor and the Owner shall hold a progress meeting to review progress to date and to resolve all questions for the upcoming month.

1.8 Progress Schedules: Submit a detailed construction schedule prior to the preconstruction conference. Revise the schedule prior to each progress meeting.

Construction schedule shall be in a form that will clearly show the proposed degree of completeness of each aspect of the construction throughout the life of the contract. Bar graphs and/or PERT diagrams are acceptable forms.

1.9 Submittal Procedures

1.9.1 Shop Drawings, Product Data, and Samples: Prior to the preconstruction conference, prepare a submittal schedule satisfactory to Greene County fixing the dates for submission of shop drawings, product data, samples, and the like and update this schedule at each progress meeting to reflect the status of each submittal item.

WW Associates Project No. 225008.00 01400/4

1.9.1.1 Submit an electronic copy of all shop drawings to Greene County in Adobe Acrobat PDF format.

1.9.1.2 An Adobe Acrobat format (pdf) electronic file of reviewed shop drawings will be returned to the Contractor.

1.9.1.3 Submit shop drawings, product data, samples, and the like as required by applicable specification sections.

1.9.1.4 Identify each item submitted using applicable specification section number and paragraph reference or drawing reference.

1.9.1.5 Shop drawings shall be approved by the Contractor and those subcontractors whose work is associated with the subject equipment as being in accordance with the contract documents prior to submission.

1.9.1.6 Failure to comply with these requirements will result in the submittal being returned unprocessed.

1.9.2 The Owner’s approval of Contractor’s shop drawings will be general and shall not relieve the Contractor from the responsibility for adherence to the Contract, nor shall it relieve him of the responsibility for any errors that may exist. Where such errors or omissions are discovered later, they shall be made good by the Contractor, irrespective of any approval by the Owner.

1.10 Quality Control

1.10.1 Testing Laboratory Services: The Contractor will employ and pay for the services of an independent testing laboratory to perform testing specified to be done by an independent testing laboratory, unless specifically stated otherwise in other sections of the specifications. Employment of the laboratory shall in no way relieve the Contractor’s obligations to perform the work of the contract.

1.11 Temporary Utilities

1.11.1 Temporary Electricity: The Contractor shall make all necessary arrangements for obtaining temporary electric power for construction purposes. No separate payment for electric power for construction purposes or testing other than the payment included in the contract lump sum or unit prices will be allowed.

1.11.2 Temporary Water: The Contractor shall make all necessary arrangements for securing water for construction purposes at his own cost and expense. No separate payment, other than that included in the contract lump sum or unit prices, will be allowed for water used.

WW Associates Project No. 225008.00 01400/5

1.11.3 Temporary Sanitary Facilities: The Contractor shall provide and maintain in a neat and sanitary condition such accommodations for the use of his employees as will comply with laws and regulations.

1.12 Temporary Controls

1.12.1 Construction Cleaning: The Contractor shall clean daily all areas under construction to ensure minimum interference with roads, streets, sidewalks, and access of adjacent property owners.

1.12.2 Erosion and Sediment Control: These controls shall be in coordination with the appropriate drawings and any requirements of the local authority.

1.12.3 Dust Control: Contractor shall ensure that dust is held to a minimum throughout the length of the project through the application of moisture where applicable.

1.12.4 The Contractor shall meet with VDOT to obtain all traffic control requirements. The Contractor shall provide and maintain all personnel and equipment for traffic control in accordance with Section 02055 – Traffic Regulations. The Contractor shall maintain at least one lane open at all times during construction for two-way traffic.

1.13 Vehicular Access and Parking

1.13.1 Parking and Laydown Areas: Contractor shall provide their own laydown areas. The location of Contractor parking and laydown areas shall be as agreed upon by the Owner. Provide gravel in the laydown area and comply with the latest edition of the Virginia Erosion and Sediment Control Handbook. The Contractor must restore Laydown Areas to their previous condition at the conclusion of the project, which includes removing all construction debris and any temporary gravel or pavements, stabilizing the disturbed area with a suitable stand of grass to the satisfaction of the Owner, and repairing any pavements damaged by construction.

1.14 E-Mail Address: The Contractor shall provide an e-mail address to allow the Owner to correspond with the Contractor’s project manager during the construction period.

1.15 Product Requirements

1.15.1 Quality of Material and Equipment Incorporated into the Work:

1.15.1.1 Design, fabricate and assemble in accordance with the best engineering and shop practices.

1.15.1.2 Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable.

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1.15.1.3 Two or more items of the same kind shall be identical, by the same manufacturer.

1.15.1.4 Products shall be suitable for services conditions.

1.15.1.5 Equipment capacities, sizes, and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing.

1.15.2 Except as specifically indicated or specified, materials and equipment removed from the existing structure shall not be used in the completed work.

1.15.3 For material and equipment specifically indicated or specified to be reused in the work:

1.15.3.1 Use special care in removal, handling, storage, and reinstallation to assure proper function in the completed work.

1.15.3.2 Arrange for transportation, storage, and handling of products, which require off-site storage, restoration, or renovation. Pay all costs for such work.

1.15.4 Manufacturer’s Instructions

1.15.4.1 When contract documents require that installation of work shall comply with manufacturer’s printed instructions, obtain and distribute copies of such instructions to parties involved in the installation.

1.15.4.2 Maintain one set of complete instructions at the job site during installation and until completion.

1.15.4.3 Handle, install, connect, clean, condition, and adjust products in accordance with such instructions and in conformity with specified requirements.

1.15.5 Transportation and Handling of Materials

1.15.5.1 Arrange deliveries of products in accordance with construction schedules. Coordinate to avoid conflict with work and conditions at the site.

1.15.5.2 Deliver products in undamaged condition, in manufacturer’s original containers or packaging, with identifying labels intact and legible.

1.15.5.3 Immediately on delivery, inspect shipments to assure compliance with requirements of contract documents and approved submittals, and that products are properly protected and undamaged.

WW Associates Project No. 225008.00 01400/7

1.15.6 Storage and Protection

1.15.6.1 Store products in accordance with manufacturer’s instructions, with seals and labels intact and legible.

1.15.6.2 Store products subject to damage by the elements in weathertight enclosures.

1.15.6.3 Maintain temperature and humidity within the ranges required by manufacturer’s instructions.

1.15.6.4 Exterior Storage

1.15.6.4.1 Store fabricated products above the ground, on blocking or skids; prevent soiling or staining; cover products, which are subject to deterioration with impervious sheet coverings; and provide adequate ventilation to avoid condensation.

1.15.6.4.2 Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with foreign matter.

1.15.6.4.3 Protection after Installation: Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove when no longer needed.

1.16 Lines and Grades

1.16.1 The Contractor shall include $9,500.00 in the base bid to be provided as payment for the initial construction stakeout provided by WW Associates, Inc. certified land surveyor. Should the Contractor disturb the initial stakeout, re-staking will be provided on an hourly rate to the Contractor by WW Associates, Inc. Stakeout fees are not subject to retainage. Stakeout will include the location and elevation data to construct structures, pavements, and other improvements associated with this project. Stakeout services for the project will be as follows:

Stake limits of clearing as required Stake rough grading Sidewalk locations Stake final pavement grades Structure locations

1.17 Starting of Systems

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1.17.1 The Contractor shall initially start up and place all equipment installed by the Contractor into successful operation according to manufacturers’ written instructions and as instructed by manufacturers’ representatives.

1.17.2 Provide all materials, labor, tools, equipment and expendables required.

1.17.3 When required in individual Specification Sections, the manufacturer shall provide an authorized representative to be present at the site to inspect, check, and approve equipment or system installation, and to supervise placing equipment or system into operation.

1.17.4 Submit a written report that each equipment item or system has been properly installed and is functioning correctly.

1.17.5 General activities include the following:

1.17.5.1 Cleaning.

1.17.5.2 Removing temporary protective coverings.

1.17.5.3 Test all piping systems at normal operating conditions and through the normal operating range.

1.17.5.4 Make all adjustments and balances required.

1.18 Demonstration and Instructions

1.18.1 Prior to final inspection, demonstrate operation of each system to the Owner.

1.18.2 Instruct the Owner’s personnel in operation, adjustment, and maintenance of piping systems.

1.19 Cleaning

1.19.1 Periodically clean premises of accumulated construction debris.

1.19.2 Prior to final completion, thoroughly remove from premises any debris remaining from construction activities, and properly dispose. Leave premises in a clean, neat, orderly and safe condition.

1.20 Contract Closeout Procedures

1.20.1 Punch List: Correct All Punch List Items.

1.20.2 Guarantees, Warranties, and Bonds: Submit all required guarantees, warranties and bonds.

1.20.3 Project Record Documents

1.20.3.1 Provide one complete set of drawings and project manual recording all changes to work to indicate actual installation. Changes shall be

WW Associates Project No. 225008.00 01400/9 noted in legible red letters at least ⅛-inch high. These changes shall include, but are not limited to, the following:

1.20.3.1.1 Size, depth or position of foundations.

1.20.3.1.2 Exact location and elevation of all underground utility services.

1.20.3.1.3 Changes in general construction, mechanical, or

electrical work above or below ground.

1.20.3.2 These records are a specific contract requirement, and final payment will not be made until these drawings and project manual have been submitted in an acceptable form.

1.20.4 Affidavit of Payment of Debts and Claims

1.20.5 Affidavit of Release of Liens

WW Associates Project No. 225008.00 01500/1

Section 01500 Supplementary Conditions

1 SUPPLEMENTS

1.1 These supplementary conditions amend or supplement the Standard General Conditions of the Construction Contract, EJCDC document C-700, 2013 edition, and other provisions of the contract documents to the extent indicated. All provisions, which are not so amended or supplemented, remain in full force and effect.

2 DEFINITIONS

2.1 The terms used in these supplementary conditions that are defined in the Standard General Conditions of the Construction Contract (EJCDC document C-700, 2013 edition) have the meanings assigned to them in the general conditions.

3 COPIES OF DOCUMENTS: For construction purposes, the Contractor will be issued, free of charge, “Issued for Construction” documents in Adobe Acrobat format (pdf).

4 BONDS

4.1 Add the following to Article 5, Paragraph 5.01.

“The Contractor shall secure and provide all bonds called for in the General Conditions and Instructions to Bidders. All bonds shall be written by sureties or insurance companies licensed to do business in the Commonwealth of Virginia.”

5 INSURANCE

5.1 The Contractor shall purchase and maintain the insurance, required by Article 6 of the General Conditions, in at least the following amounts: (A sample Certificate of Insurance is attached for use as a template by your agent.)

5.1.1 Workers Compensation: Statutory

5.1.2 Employer’s Liability

5.1.2.1 Each Accident $100,000

5.1.2.2 Disease, Each Employee $100,000

5.1.2.3 Disease, Policy Limit $500,000

5.1.3 General Liability

5.1.3.1 Each Occurrence $1,000,000

5.1.3.2 Personal & Advertising Injury $1,000,000

WW Associates Project No. 225008.00 01500/2

5.1.3.3 Products Completed Operations Aggregate $2,000,000

5.1.3.4 General Aggregate $2,000,000

5.1.4 Excess or Umbrella Liability

5.1.4.1 Each Occurrence $5,000,000

5.1.4.2 General Aggregate $5,000,000

5.1.5 Automotive Liability

5.1.5.1 Combined Single Limit (Each Accident) $1,000,000

5.1.6 Builder’s Risk Coverage Equal to Contract Amount

5.2 Contractor’s workers compensation insurance as required by Federal, State, and Municipal laws for the protection of all Contractors’ employees working on or in connection with the project, including broad form all states and voluntary compensation coverages and employers’ liability coverage.

5.3 Contractor’s general liability insurance shall include the following coverages:

Premises and Operations; Explosion, Collapse and Underground; products completed Operations; Contractual Liability; and Personal and Advertising Injury.

5.4 The Automobile Liability Insurance shall include coverage for owned, non-owned, and hired autos.

5.5 All insurance shall be written by insurance companies licensed to do business in the Commonwealth of Virginia.

5.6 Greene County shall be listed as additional insured on all policies except workers compensation.

5.7 A waiver of subrogation shall apply in favor of Greene County on all policies as permitted by law.

5.8 Certificate Holder:

Greene County 40 Celt Road Stanardsville, VA 22973

6 CONTRACTOR’S RESPONSIBILITIES

6.1 Labor, Materials, and Equipment: Add the following to Paragraph 6.03:

“All material incorporated in the work of this contract shall be free of asbestos and other hazardous materials.”

6.2 Laws and Regulations: Add the following as Subparagraph 6.09.D.:

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“The Contractor shall be licensed in the Commonwealth of Virginia in accordance with Title 54.1, Chapter 11, Code of Virginia (1950) as amended.”

6.3 Permits: The Contractor shall obtain all required permits and bonds for this project at no additional cost to the Owner. The Contractor shall pay any associated fees for required permits and bonds. Required permits shall include, but not be limited to, the following:

6.3.1 Greene County Business License: Contact County Administrator for additional information.

6.3.2 Greene County Land Disturbance Permit: Contact County Erosion and Sediment Control Administrator for additional information.

6.3.3 Virginia Department of Transportation Land Use Permit.

6.3.4 VSMP Permit: Contact County Erosion and Sediment Control Administrator for additional information.

6.3.5 Nutrient credits will be paid for by Greene County.

6.4 OSHA Requirements: The Contractor shall be responsible for all safety at the job site and shall comply with OSHA Regulations for all work associated with this project.

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WW Associates Project No. 225008.00 01600/1

Section 01600 Standard Contract Forms

The following Engineers Joint Contract Documents Committee (EJCDC) and American Institute of Architects (AIA) documents will be incorporated in this project manual. All forms shall be utilized in accordance with applicable EJCDC and AIA regulations and modified as needed for this particular Project:

Agreement Completed EJCDC document C-520 (2013) “Suggested Form of Agreement Between Owner and Contractor for Construction Contract”, will be a part of this contract.

Performance Bond, and Labor and Material Payment Bond Completed EJCDC C-610, (2013) and EJCDC C-615 (2013), will be a part of this contract.

Supplemental Attachment for Accord Certificate of Insurance Completed AIA document G715, (1991), will be a part of this contract.

Application and Certificate for Payment and Continuation Sheet Completed EJCDC C– 620, (2013), will be a part of this contract.

Affidavit of Payment of Debts and Claims, and Affidavit of Release of Liens Completed AIA documents G706 and G706A, (1994), will be part of this contract.

Standard General Conditions of the Construction Contract EJCDC document C-700 (2013) “Standard General Conditions of the Construction Contract”, modified as needed, will be a part of this contract.

EJCDC documents are available from the EJCDC online store at www.ejcdc.com.

AIA documents are available at www.AIA.org.

End of Section http://www.ejcdc.com/ http://www.aia.org/

WW Associates Project No. 225008.00 02050/1

Section 02050 Demolition

1 GENERAL

1.1 Description: This section specifies removal and offsite disposal or relocation of the following:

1.1.1 Asphalt and gravel pavement, fences, trees, clearing and grubbing, and other incidental demolition required to construct new improvements.

1.2 Definitions

1.2.1 Remove: Remove and legally dispose of items except those indicated to be reinstalled, salvaged, or to remain the Owner’s property.

1.2.2 Remove and Salvage: Items indicated to be removed and salvaged remain the Owner’s property. Remove, clean and pack or crate items to protect against damage. Identify contents of containers and deliver to the Owner’s designated storage area.

1.2.3 Remove and Reinstall: Remove items indicated; clean, service and otherwise prepare them for reuse; store and protect against damage. Reinstall items in locations indicated.

1.2.4 Existing to Remain: Protect construction indicated to remain against damage and soiling during demolition. When permitted by the Owner, items may be removed to a suitable, protected storage location during demolition and then cleaned and reinstalled in their original location.

1.3 Materials Ownership

1.3.1 Except for items or materials indicated to be reused, salvaged, or otherwise indicated to remain the Owner’s property, demolished materials shall become the Contractor’s property and shall be removed from the site and be disposed of by the Contractor.

1.3.2 Historical items, relics, and similar objects, which may be encountered during demolition, remain the Owner’s property. Carefully remove and salvage each item or object in a manner to prevent damage and deliver promptly to the Owner.

1.4 Quality Assurance

1.4.1 Regulatory Requirements: Comply with governing Environmental Protection Agency (EPA) notification regulations before starting demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

1.5 Project Conditions

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1.5.1 The Owner assumes no responsibility for actual condition of structures to be demolished.

1.5.2 Storage or sale of removed items or materials onsite will not be permitted.

1.5.3 Asbestos: It is not expected that asbestos will be encountered in the course of this contract. If any materials suspected of containing asbestos are encountered, do not disturb the materials. Immediately notify the Owner.

1.6 Scheduling

1.6.1 Arrange demolition schedule so as not to interfere with the ingress and egress of existing residences.

2 PRODUCTS: NOT USED.

3 EXECUTION

3.1 General

3.1.1 Work shall be performed in such manner as not to endanger the safety of the workers or the public or cause damage to nearby structures.

3.1.2 Provide all barriers and precautionary measures in accordance with the Owner’s requirements and other authorities having jurisdiction.

3.1.3 Prior to the execution of the work, the Contractor and Owner shall jointly survey the condition of the adjoining and/or nearby structures. Photographs and records shall be made of any prior settlement or cracking of structures, pavements, and the like, that may become the subject of possible damage claims.

3.2 Disposal of Material

3.2.1 All debris resulting from the demolition and removal work shall be disposed of by the Contractor off County property as part of the work of this contract.

Material designated by the Owner to be salvaged shall be stored on the construction site as directed. All other material shall be disposed of offsite by the Contractor at his expense in accordance with all federal, state, and local regulations.

3.2.2 Burning of any debris resulting from demolition activities will not be permitted at the site.

3.3 Utility Services

3.3.1 Utility Requirements: Locate, identify, disconnect, and seal or cap off utility services to be removed or abandoned in place as indicated on the drawings.

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3.3.2 All pipes to be abandoned in place shall be filled with flowable fill and the area around each structure shall be restored to original condition, including seeding and patching of pavement as necessary.

3.3.3 Maintain existing utilities indicated to remain in service and protect them against damage during demolition operations.

3.3.3.1 Do not interrupt existing utilities serving occupied or operating facilities, except when authorized in writing by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to governing authorities.

3.4 Explosives: Explosives shall not be used for demolition activities.

3.5 Pollution Controls

3.5.1 Use water mist, temporary enclosures, and other suitable methods to limit the spread of dust and dirt. Comply with governing environmental protection regulations.

3.5.1.1 Do not use water when it may create hazardous or objectionable conditions, such as ice, flooding, or pollution.

3.5.2 Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. Keep pavement and area adjacent to the site clean and free of mud, dirt, and debris at all times.

3.5.3 Clean adjacent roadways and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas to the condition existing before the start of demolition activities.

3.6 Remove above grade improvements such as posts, poles, fences, walls, and other items as specifically indicated or necessary to permit new construction.

3.7 Filling Below Grade Areas: Completely fill below grade areas and voids resulting from demolition of structures, and pavements with soil materials in accordance with Section 02200 - Earthwork. Fill material shall be completely free of debris and rubbish.

3.7.1 Prior to placement of fill materials, ensure that areas to be filled are free of standing water, frost, frozen material, trash, and debris.

3.7.2 After fill placement and compaction, grade surface to meet adjacent contours and to provide flow to surface drainage structures.

3.8 Damages: Promptly repair damages to adjacent utilities or pavement caused by demolition activities.

3.9 Cleanup

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3.9.1 Promptly dispose of demolished materials in accordance with local, state and federal requirements. Do not allow demolished materials to accumulate on-site. If the Contractor fails to remove excess debris promptly, the Owner reserves the right to remove it at the Contractor’s expense.

3.9.2 Remove promptly salvageable material that becomes property of the Contractor and is not to be reused in construction. Sale of material on the site will be prohibited.

3.9.3 Remove all tools, equipment, and materials from the demolition site, and all rubbish upon completion of the work.

3.9.4 Leave the site clean, neat, orderly, and in condition to begin new construction.

WW Associates Project No. 225008.00 02055/1

Section 02055 Traffic Regulation

1 GENERAL

1.1 The Contractor shall perform all work occurring in rights-of-way in accordance with VDOT permits, as well as the latest edition of the following references:

1.1.1 Virginia Department of Transportation (VDOT) Road and Bridge Standards

1.1.2 VDOT Road and Bridge Specifications

1.1.3 U.S. Department of Transportation (USDOT) Federal Highway Administration Manual of Uniform Traffic Control Devices (MUTCD)

1.1.4 Virginia Supplement to MUTCD

1.1.5 Virginia Work Area Protection Manual

1.2 Requirements

1.2.1 Description: This work shall cover all of the measures necessary to maintain and to protect traffic, to protect the work in progress, and to protect adjacent property from excessive dust generated by public traffic and Contractor’s construction equipment on the public travel lane. The work shall include labor, materials, and equipment necessary to keep the traveled road smooth;

the construction of temporary structures when required; the furnishing and applying of aggregate and dust palliatives; the furnishing and maintenance of signs, auxiliary barriers, channeling devices, hazard warning lights, barricades, flares, and reflective markers and their prompt removal when the hazard is eliminated; the furnishing of pilot trucks and drivers when needed;

and the furnishing of flagmen.

1.2.2 The Contractor shall maintain at least one lane open at all times during construction for two-way traffic. In any one lane roads, the contractor shall limit the work to an area between two cross streets to maximize access to properties adjacent to the road.

1.2.3 Submittals: Provide the following in a timely manner in accordance with the approved submittals schedule as specified in Section 01400 – General Requirements:

1.2.3.1 Detailed traffic control plan and written description of proposed traffic control measures prior to the start of construction.

1.2.3.2 Submit Traffic Control Plan to VDOT and the County for all streets and comply with all VDOT and County requirements.

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1.2.4 Flagmen: The Contractor shall furnish all flagmen, and all flagging shall be his responsibility. Flagmen shall be provided at the ends of projects where one-way traffic is required, at limits of one-way traffic lanes, at locations where project construction equipment is required to cross public roads, and at any other locations necessary. Hand signaling devices, orange caps and vests shall be furnished by the Contractor for use by the Contractor’s personnel assigned to traffic control responsibilities.

1.2.5 Warning Devices: Warnings devices, such as signs, auxiliary barriers, channeling devices, hazard warning lights, barricades, flares, and reflective markers, shall be furnished, erected, and maintained by the Contractor for the protection and guidance of traffic. Devices shall be provided, erected, and maintained at the ends of the project and on roads intersecting the project. All devices shall be in place before work begins, be correctly maintained while in use, and be removed as soon as they are no longer necessary. If the devices do not apply to existing conditions during an intermediate period, they shall be removed or the face completely covered with an opaque weatherproof hood. All devices shall be moved as often as necessary to properly delineate the construction area.

1.2.6 Field Conditions: If actual field conditions are not illustrated on the drawings, engineering judgment and discretion shall be exercised to select devices that will be adaptable, but the general policies herein prescribed shall be adhered to. Final responsibility for the installation of adequate safety devices for the protection of the traveling public and workmen, as well as for the safeguard of the work in general, shall rest with the Contractor.

1.2.7 The Contractor shall notify the County a minimum of two weeks in advance of any road lane closures and specify the length of time of closure.

2 PRODUCTS: NOT USED

3 EXECUTION: NOT USED

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Section 02200 Earthwork

1 GENERAL

1.1 References: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

1.1.1 American Society for Testing and Materials (ASTM)

1.1.1.1 ASTM C 136: Sieve analysis of fine and coarse aggregates.

1.1.1.2 ASTM D 698: Moisture-density relations of soils and soil-aggregate mixtures using 5.5-lb (2.49-kg) rammer and 12-inch (305-mm) drop.

1.1.1.3 ASTM D 1140: Amount of material in soils finer than the No. 200 (75-micrometer) sieve.

1.1.1.4 ASTM D 1556: Density of soil in place by the sand-cone method.

1.1.1.5 ASTM D 1557: Moisture-density relations of soils and soil-aggregate mixtures using 10-lb (4.54-kg) rammer and 18-inch (457-mm) drop.

1.1.1.6 ASTM D 2487: Classification of soils for engineering purposes.

1.1.1.7 ASTM D 2922: Density of soil and soil-aggregate in place by nuclear methods (shallow depth).

1.1.1.8 ASTM D 3017: Water content of soil and rock in place by nuclear methods (shallow depth).

1.1.1.9 ASTM D 4318: Liquid limit, plastic limit, and plasticity index of soils.

1.2 Definitions

1.2.1 Hard Materials: Weathered rock, dense consolidated deposits, or conglomerate materials which are not included in the definition of “rock” but which usually require the use of heavy excavation equipment, ripper teeth, or jack hammers for removal.

1.2.2 Rock: Solid homogeneous interlocking crystalline material with firmly cemented, laminated, or foliated masses or conglomerate deposits, neither of which can be removed without systematic drilling and blasting, drilling and the use of expansion jacks or feather wedges, or the use of backhoe-mounted pneumatic hole punchers or rock breakers; also large boulders, WW Associates Project No. 225008.00 02200/2 buried masonry, or concrete other than pavement exceeding ½ cubic yard in volume. Removal of hard material will not be considered rock excavation because of intermittent drilling and blasting that is performed merely to increase production.

1.2.3 Cohesive Materials: Materials ASTM D 2487 classified as GC, SC, ML, CL, MH, and CH. Materials classified as GM and SM will be identified as cohesive only when the fines have a plasticity index greater than zero.

1.2.4 Cohesionless Materials: Materials ASTM D 2487 classified as GW, GP, SW, and SP. Materials classified as GM and SM will be identified as cohesionless only when the fines have plasticity index of zero.

1.2.5 Where there are discrepancies between this 02200 Earthwork Specification Section and General Earthwork Notes on Drawing C-33, the 02200 Earthwork Specification herein takes precedence.

1.3 Submittals: Provide the following in a timely manner in accordance with the approved submittals schedule as specified in Section 01400 – General Requirements.

1.3.1 Two copies of field test reports for fill and backfill tests, select materials tests, and density tests.

1.4 Delivery, Storage, and Handling: Perform in a manner to prevent contamination or segregation of materials.

1.5 Criteria for Bidding

1.5.1 Base bids on the elevations as indicated.

1.5.2 The Contractor shall comply with the requirements specified herein.

1.5.3 All earthwork excavation shall be unclassified, regardless of material encountered. All earthwork excavation shall be performed to the indicated elevations at no additional…